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07-24-2023 Agenda and Packet
A.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. A.1 Joint Meeting with Planning Commission and Economic Development Commission to discuss Downtown Zoning District Uses and the Downtown Design Guidelines project with HKGi (TO BE HELD IN THE SENIOR CENTER) A.2 Residential Single Family (RSF) Zoning District Lot Cover Discussion A.3 Update on Civic Campus with BKV Group and HKGi A.4 Adult Use Cannabis A.5 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS D.CONSENT AGENDA All items listed under the Consent Agenda are considered to be routine by the city council and will be considered as one motion. There will be no separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and considered separately. City council action is based on the staff recommendation for each item. Refer to the council packet for each staff report. D.1 Receive Planning Commission Minutes dated June 20, 2023 D.2 Receive Environmental Commission Meeting Minutes dated June 21, 2023 D.3 Receive Economic Development Commission Meeting Minutes dated June 13, 2023 AGENDA CHANHASSEN CITY COUNCIL MONDAY, JULY 24, 2023 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.4 Approve Claims Paid dated July 24, 2023 D.5 Approve Contract with Kraus-Anderson Construction Company for Construction Manager for Civic Campus D.6 Approve Contract for Annual Sanitary and Storm Sewer Televising to Pipe Services D.7 Approve an Encroachment Agreement between City of Chanhassen and Jeffrey Babcock and Lynnea Babcock D.8 Resolution 2023-XX: Approve Contract with Rochon Corporation for Fire Station Kitchen Remodel Project E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). E.1 Southwest Transit CEO Erik Hansen E.2 Citizen Action Request - Tom Stiles F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE F.1 Quarterly Fire Department Update F.2 Quarterly Law Enforcement Update G.PUBLIC HEARINGS G.1 Resolution 2023-XX: Consider a Request for Approval of a Metes and Bounds Subdivision at 2630 Orchard Lane H.GENERAL BUSINESS H.1 Resolution 2023-XX: Consider a Request for an Amendment to the 2040 Comprehensive Plan Land Use Map from Residential - Large Lot (2.5-acre minimum) to Residential - Low Density (net density 1.2-4 units per acre) on property located at 7750 Crimson Bay Road H.2 Consider a Request for a Preliminary Plat, Site Plan, and Easement Vacation for 53 Rowhomes located at the Southwest Corner of Powers and Lyman Boulevards I.COUNCIL PRESENTATIONS J.ADMINISTRATIVE PRESENTATIONS K.CORRESPONDENCE DISCUSSION L.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS 2 Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an individual either by name or inference, will not be allowed. Personnel concerns should be directed to the City Manager. Members of the City Council and some staff members may gather at Tequila Butcher, 590 West 79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the public are welcome. 3 City Council Item July 24, 2023 Item Joint Meeting with Planning Commission and Economic Development Commission to discuss Downtown Zoning District Uses and the Downtown Design Guidelines project with HKGi (TO BE HELD IN THE SENIOR CENTER) File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Eric Maass, Planning Director Reviewed By Laurie Hokkanen SUGGESTED ACTION No formal action requested. Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY On July 17, 2023, the City Council enacted a development moratorium within the area zoned as Central Business District. Staff will lead a discussion regarding the Council and Commissions' visions for the downtown area and, subsequently what uses and performance standards will help to achieve that vision. Staff will be assisted by consultants from HKGi who are assisting staff in both the zoning review as well as the Downtown Design Guidelines. BACKGROUND Anticipated Future Meeting Schedule on CBD Zoning District Ordinance Amendment: August 8th Economic Development Commission August 15th Planning Commission 4 September 5th Planning Commission (public hearing) September 11th City Council DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 5 City Council Item July 24, 2023 Item Residential Single Family (RSF) Zoning District Lot Cover Discussion File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Eric Maass, Planning Director Reviewed By Laurie Hokkanen SUGGESTED ACTION Discussion purposes only at this time. Motion Type N/A Strategic Priority N/A SUMMARY The City Council asked for additional discussion on lot coverage requirments at the April City Council Roundtable. Staff has researched the historical lot coverage allowances within the RSF district including the introduction of allowing an additional 5% of impervious through the use of permeable paver systems. BACKGROUND This information has been prepared based on direction provided to Staff through the City Council roundtable discussion. Provided below are links to past meetings on this topic. Formal Meetings regarding Lot Coverage / Pervious Pavers: 6 1. Ordinance 080 was adopted in 1987. The ordinance permits 25% lot coverage in the RSF zoning district. 2. The city’s planning commission considered the ordinance amendment on May 16, 2018. It was recommended for approval on a 4-3 vote and sent to the City Council for consideration. View the Agenda Packet and Planning Commission video. The discussion on pervious pavers runs from 48:26 – 1:59:50. The 2018 ordinance change was adopted via the consent agenda by the City Council on June 25, 2018. The ordinance allowed a 5% increase in lot coverage through the use of permeable pavers outside of the shoreland overlay district. View the Agenda Packet. 3. In 2023, the Planning Commission considered but did not support allowing a 5% increase in lot coverage through the permeable pavers in the shoreland overlay district. The City Council has not considered this proposal. DISCUSSION At the meeting, staff will present options for the City Council to consider as it relates to potential changes to the ordinance to refine the city's lot coverage requirements. BUDGET RECOMMENDATION Staff does not have a recommendation at this time. The information has been prepared seeking general comment. ATTACHMENTS Ordinance 080 Ordinance 619 Ordinance 633 7 Inserted at regular advertising rates by the City of Chanhassen NEWS and INFORMATION CHANHASSEN'SZONlNG ORDINANCE F~llowing. is the 'complete and official text of the new Chanhassen Zomng Ordmance. It was adopted by the Chanhassen City Council on December 15, 1986 after three years of study and public meetings. Resi- dents are urged to keep this copy of the ordinance on file and consult it if TABLE OF CONTENTS ARTICLE I. TITLE, PURPOSES AND APPLICATION PAGE I Section 3. Application :....................................... ARTICLE II. DEFINITIONS Section I. Definitions .. : . .. .. .. .. . . .. .. .. .. . .. . .. .. .. .. . . .. .. . ARTICLE III. ADMINISTRATION AND PROCEDURES Section I. Board of Adjustment and Appeals .. . . . . . . . . .. . . . . . . . . Section 2. Conditional Use Penn its . . .. .. .. . .. . . . . . . . .. .. . . . . . .. 2 Section 3. Text Amendments and Zoning District Changes ........ 3 Section 4. Building Penn its, Certificates of Occupancy, Fees, Grading and Erosion Control ................. Section 5. N on-Confonning Uses .. .. . .. . .. ... . . .. .. . .. .. . .. . . . . Section 6. Site Plan Review Procedures ......................... ARTICLE IV. ESTABLISHMENT OF DISTRICTS Section I. Establishment of Districts.. . . .. . . .. . .. .. .. .. .. . . . : .. . 4 Section 2. Zoning Map. .. . .. .. . .. . '. .. .. .. .. .. .. . . .. . . . . .. .. .. . Section 3. District Boundaries. .. . . . . . .. . .. . . '.. . '" .. : . .. .. . . .. : ARTICLE V. DISTRICT REGULATIONS..... .................... Section I. Schedule of Uses Permitted by District ................ Section 2. "A-I" AgricuIiural Preservation District. . . .-. . . . . . . . . . . Section 3. "A-2" Agricultural Estate District .................... Section 4. "RR" Rural Residential District. .. .. .. .. .. .. ... ... ... ' Section 5. "RSF" Single Family Residential Dislrict ... . . . . . . . . . . . Section 6. "R-4" Mixed Low Density Residential District.... ... .. . Section ,7. "R-8" Mixed Medium Density Residential District...... Section 8. "R-12" High Density Residential District. .. .. .. .. .. '.. . S~tion 9. Standards for Conditional Uses in Agricultural. and Residential Districts .......... '.. .. .. .. . . .. .. .. . Section 10. "BN" Neighborhood Business District. . . . . . . . . . . . . . . .. 5 Section I I. "BH;' Highway and Business Service District' . . . . . . . . . . Section 12. "CBD" Central Business District ..................... SeCtion'13. "BG" General Business District...................... Section 14. "BF" Fringe Business District.... .. . . . . . . . . . . . . . . . . . . Section IS. "01" Office and Institutional District. . .. . . . .. . .. .. .. . Section 16. "lOP" Industrial Office Park District. : . . . . . . . . . . . . . .. 6 Section 17. Standards for Conditional Uses in the Business, Office, Institutional, and Industrial Districts ......... . Section 18. Planned Unit Development District (PUD) ............. Section 19. Flood Plain Overlay Districts .. .. . .. . .. .. .. .. .. . . . . ... 7 c:- 20. Floo<lway District (FW). . .. ................'....... Section 21. Flood Fringe District (FF). .. .. .. . . . . . . .. .. .. . . .. . . . . . Se~tion 22. General Flood Plain District. . . . . . . . . . . . . . . . . . . . . . . . . . Section 23. "S" Shoreland Overlay District. . ... . . . . . . . . . . . . . . . . . . . Section 24. Wetland Protection Regulations.. . . . . . . . . . . . . . . . . . . . . . ARTICLE VI. SUPPLEMENTARY REGULATIONS Section ' I. Perfonnance Standards . .. . .. ... .. .. .. .. .. . . .. . . . . .. . 8 Section 2. Overhead Transmission Lines. . . . . . . . . . . . . . . . . . . . . . . . . Section 3. Not More than One Principal Building on a Lot........ Section 4. Temporary Structures and Uses.. .. ,. .. .. .. . . . .'. . . . . . . Section 5. Accessory Structures. . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . Section 6. Single Family Dwellings.. .. . .. .. .. . .. .. .. . ... .. .. .. . ..Section 7. Rural Lot Building Eligibilities ....................... Section 8. Home Occupations..................................Section 9. Animals ............................................ Section 10. Height Regulations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section I I. Yard Regulations ................................... Section 12. Fence and Walls.. .. ; .. .. .. .. .. ... .. .. . . . . .. .. . . ... .. 9 Section 13. Outdoor Storage. . . .. .. .. . . .. . . .. .. .. .. .. . . . . .. . . . . . Section 14. Storage of Recreational Vehicies .. . . . . .. . . . .. .. . . .. ... Section 15. Accessory Fuel Storage Tanks in All Residen tial Districts ..:...................................... Section 16. Trash and Garbage Incinerators; Storage .............. Section 17. Lighting ......................,.................... Section IS. Private Swimming Pools ...................... ........ Section 19. Moving Buildings ................................... Section 20. Wind Energy Conversion System (WECS). . . . . . . . . . . . . . Section 21. Antennas and Satellite Dishes ........................ Section 22. Rooftop Screening ..:............................... Section 23. Temporary Satellites.. . . . . . . . . . . .. .. .. .. . . .. .. .. .. . . . Section 24. Landfills " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 25. Identification of Arterial and Collector Streets. . . . . .. .. . ARTICLE VII. OFF-STREEf PARKING AND LOADING REGULATIONS Section I. Parking and Loading Regulations.. . . . . . . . . . . . . . . . . . .. 10 Section 2. Off-Street Loading and Trash Removal Area. .. . . . . . . . . Section 3. Requirements for Driveway Setbacks and Widths in the Business, Industrial, Office. and Multiple Family Districts.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 4. Parking of Trucks in R-Districts . .. . :. . . . . . . . . . . . . . . . . ARTICLE VIII. LANDSCAPING AND TREE REMOVAL REGULATIONS Section I. Landscape and Land Use Buffers. . . . . . . . . . . . . . . . . . . . . Section 2. Perimeter Landscaping Requirements.. . . . . . . . . . . . . . . . . Section 3. Interior Landscaping for Vehicular Use Areas .......... Section 4. Landscaping for Trash Enclosures .................... Section 5. Landscaping Materials. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 6. Plan Submission and Approval '.. . . . . . . . . . . . . . . . . . . . . . Section 7. Tree Removal Regulations ........................... ARTICLE IX. SIGNS Section I. Sigtis ..................... . . . . . . . . . . . . . . . . . . . . . . . . . Section 2. General Provisions . .. . . . . .. .. . . . . .. .. . .. . . .. . .. .. ... 11 Section' 3. Permitted and Prohibited Signs.. . . .. . . . . . . . . . .. . . . . . . Section 4. Non-confonning Uses ............................... Section 5. Agricultural and Residential Districts............... .... Section 6. Neighborhood Business and Institutional Districts. . . . . . . Section 7. Highway and General Business Districts ............... Section 8. Industrial Office Park Districts. . . . . . . . . . . . . . . . . . . . . . . Section 9. Central Business District.. .. .. . . .. .. .. .. .. . . . . .. .. . . .Section 10. Bonus Sign Area. . . .. .. : . .. . . .. . ... .. .. . . . . .. . . . . . . . Section 11. Inspection........................................ . Section 12. Penn it, Application, Variance and City Council . Approval ........................................ ARTICLE X. MINERAL EXTRACTION Section I. Mineral Extraction .. . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . ARTICLE XI. MISCELLANEOUS Section I. Violations, Enforcement, Effect and Validity.. . . .. . . . .. 12 Section 2. Repeal......................... ',' . . . . . . . . . . ... . . ... . SeCtion 3. Effective Date CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 80 AN ORDINANCE ESTABLISHING ZONING REGULATIONS IN THE CITY OF CHANHASSEN ARTICLE I. TITLE, PURPOSES, AND APPLICATION The Chanhassen City Council ordains: the~ are considering any changes in their property. Questions about the ordmance or zoning generally may be directed to City Planner Barbara Dacy at City Hall, 937-1900. . SECTION 1. -TITLE This Ordinance shall be known as the "ZONING ORDINANCE OF THE CITY OF CHANHASSEN" and is referred to herein as "this Ordinance." SECTION 2. PURPOSE This Ordinance is enacted to carry out the intent of the Charihassen Comprehen- sive Plan and to: - 1-2-1 Protect residential, commercial, industrial and institutional areas from the intrustion of incompatible uses; 1-2-2 Prevent overcrowding of land; 1-2-3 Conserve and enhance the City's tax base; 1.2-4 Protect against fire, smoke, explosion, noxious fumes, offensive noise, vibration, dust, odors, heat, glare and other hazards to people; 1-2-5 Preserve the natural beauty and amenities of Chanhassen and achieve' excellence and originality of design; . 1-2-6 Facilitate the provision of public services; 1-2-7 Secure equity among individuals in the use of their property; SECTION 3. APPLICATION 1-3-1. Where the conditions imposed by any provision of this Title are either more or less restrictive than conditions imposed by other ordinances, the ordinance which is most restrictive shall prevail. . 1-3.2 . No building, structure or land shall be used or occupied, no building permit shall be granted and no plat approved that does not conform to the requirell?-ents of this Title. ARTICLE II. DEFINITIONS SECTION I. DEFINITIONS The following words and terms are defined as follows: ACCESSORY USE OR STRUCTURE: A use or structure subordinate to and serving the principal use or structure on the same lot and clearly and customarily incidental thereto. . AGRICULTURE: The com!Jlercial use of land for raising of livetock and poultry, growing and producing of fruits, vegetables, field crops and nursery stock, including tree farms and choose-and-cut Christma! tree sales. The tenn . . does not include the commercial raising of fur-bearing animals, nor the opera- tion of riding academies, commercial stables or kennels. ALLEYS: See STREETS AND ALLEYS. ALTERATION: Any change or rearrangement, other than incidental repairs, in the supporting members of an existing building, such as bearing walls, col- umns'beams, girders or interior partitions, as 'well as any change in doors or windows, or any enlargement to or diminution of a building or structure, whether horizontally or vertically.. or the moving of a building or stmcture from one location to another. I ANIMAL FEEDLOT: Land o~ buildings used for tJ-.e confined feeding, breeding, ralsing or holding of livestock and poultry where the concentration of animals is such that a vegetative cover cannot be maintained within the enclosure. Pastures are not considered animal feedlots. ARBORETUM: A place where plants, trees, and shrubs are cultivated for scien- tific and educational purposes. AUTOMOTIVE SERVICE STATION: A retail place of business engaged primarily in the sale of motor vehicle fuels, but also may be engaged in supply- ing goods and services generally required in the operation and maintenance of motor vehicles. These may include sale of petroleum products, sale ana servic- . ing of tires, batteries, automotive accessories, and replacement items, washing . and lubrication services and the perfonnance of minor automotive maintenance and repair. BEACHLOT, RECREATIONAL: See RECREATIONAL BEACH LOT. BED AND BREAKFAST: An owner-<lccupied principal dwelling in which five 5) or less rooms are rented on a nightly basis for a period of less than seven 7) days. Meals mayor may not be provided to residents and overnight guests. BLOCK: An area of land within a subdivision that is entirely bounded by streets, or by streets and the exterior boundary or boundaries of the subdivision, or a combination of the above with a waterway or any other barrier to the con- tinuity of. development. BOARDER: An individual other than a member of the family occupying the dwelling unit or part thereof who for a consideration is furnished meals or other services. BOARDING HOUSE: A dwelling or part thereof in which lodging is provided by the owner or operator to. three or more boarders. BUILDABLE AREA: The area of a lot remaining after the minimum yard and open space requirements of this Ordinance have been met. BUILDING COVERAGE: The horizontal area from the outside edge of the exterior walls of the ground floor of all principal' and accessory buildings on a lot. BUILDING HEIGHT: The vertical distance measured from the average ground elevation adjoining the front walls of the building to the highest point of the roof surface eif a flat roof, to the deck line of a mansard roof, or to the average height between the eaves and ridge of a gable, hip or gambrel roof. BUILDING SETBACK LINE: A line on a lot, generally parallel to a lot line, high water mark, shoreline or road right-<lf-way line, located a sufficient distance therefrom to provide the minimum yards required by this Ordinance. The building setback lines delimit the area in which buildings arid other regulated structures are permitted subject to all app~cable provisions of this Ordinance. BUILDING, PRINCIPAL: A building in which is conducted the primary or predominant use of the lot. '. CHURCH: A building or edifice consecrated. to religious worship, where peo- ple join together in some fonn of public worship under the aegis and direction of a person who is authorized under the laws of the State of Minnesota to sol- emnize marriages. A church' may include living quarters for persons employed on the premises and classroom facilities. The following are'not considered as churches: camp meeting grounds, mikvahs, coffee houses, recreational com- plexes, retreat houses, sleeping quarters for retreatants during spiritual retreats extending for periods of more than one day, Bible camps with live-in quarters publishing establishments, ritual slaughter houses, radio or television tower~ and transmission facilities, theological seminaries, day care centers, hospitals, and drug treatment centers are not churches. COLD STORAGE: See MINI-WAREHOUSE. CLEAR-CUTTING: The removal or an entire stand of trees. CONFERENCE/CONVENTION CENTER:: A preplanned, centrally managed development containing facilities for business or professional conferences and semina!, and containing accommodations for overnight lodging, eating and recreation. The develop.ment is characterized by architecturally integrated buildings, common use of parking areas, and incorporation of passes recrea- tional amenities into overall site design. _ CONFORMING BUILDING OR STRUCTURE: Any building or structure which complies with all the regulations of this Ordinance, or any amendment thereto. CONTRACTOR'S YARD: Any area or use of land where vehicles, equipment, and/or construction mater.ials and supplies commonly used by building, ex- cavation, roadway construction, landscaping and similar contractors are stored or serviced. A contractor's yard includes both areas of outdoor storage and areas confined within a completely enclosed building used in conjunction with a contractor's business. DAY CARE CENTER: Any facility or home where tuition, fees or other forms of compensation is charged for the care of children and which is licensed by the State of Minnesota as a day care center. DENSITY, GROSS: The quotient of the total number of dwelling units di- vided by the greiss site area. DENSITY, NET: The quotient of the total number of dwelling units divided by the developable acreage of the site. Developable acreage excludes wetlands, lakes, roadways, and other areas not suitable for building purposes. DEVELOPMENT: The division of a parcel of land into two or more parcels; theconstruction, reconstruction, conversion, structural alteration, relocation or, enlargement of any structure; any mining excavation, landfill or land dis- turbance, and any use or extension of the use of land. DOCK: A wharf, pier, or other structure constructed or maintained, whether floating or not, including all "L's", "T's" or posts which may be a part thereof, whether affIXed or adjacent to the principal structure. DOCK CROSS BAR: That portion of any "L" shaped or "T" shaped dock which is approximately parallel in alignment to the adjoining shoreline or or- dinary high water mark. . DOCK SET-BACK ZONE: That portion of any body of public waters lying within one hundred (100) feet of the ordinary high water mark and which is bounded by (~) the extended side lot lines of any lakeshore site and (b) by a line inside of and running parallel to and ten (10) feet distant from the extend- ed side lot lines of any Jakeshore site, as measured at right angles to said ex- tended side lot lines. DRIVE-IN USE: An establishment which by design, physical facilities, service, or by packaging procedures encourages or pennits customers to receive .ser- vices, obtain goods, or be entertained while remaining in their motor vehicle. This term includes uses having "drive-thru" windows. DWELLING: A building or portion thereof designed, occupied or intended to be occupied exclusively for residential purposes, but not including hotels, motels, nursing homes, travel trailers, motorhomes or bed and breakfast tourist homes. DWELLING UNIT: One or more rooms which are connected together con- stituting complete, separate and independent living quarters, physically separated from any other room or dwelling unit which may be in the same building and containing penn anent cooking, eating, sleeping and sanitary facilities for the exclusive use of a single family maintaining a household. DWELLING, SINGLE-FAMILY: A detached building containing one dwell- ing unit, PWELLlNG, TWO-FAMILY: A detached building containing two dwelling units. DWELLING, MULTI.FAMIL Y: A detached building containing three or more' dwelling units. Apartment buildings, condominiums, manor homes, quad. duplexes, and cooperatively owned buildings containing three or more dwell- ing un~t'i a.rc I,-\\l.1ti-~.'J.~ily .d\v:Hings. -~(t.. .~.., ). EASEMENT: A right afforded a person or ~overnmental/public unit to use another's real property for a specific purpose. EASEMENT, CONSERVATION: An easement created where restrictions are imposed on ,the development or alteration of property to preSel"'ie natural features. FACADE: That portion of any exterior elevation of a building exposed to public view extending from grade to the top of the parapet wall or eaves and the en- tire width of the building elevation. F AMIL Y: An individual living alone, or two or more persons related by blood, marriage or law, or a group of not more than five persons (excluding servants) lYho need not be so related, living together in a dwelling unit. FENCE: A structure serving as an enclosure, barrier, Or boundary, usually made of posts, chain link, masonry, boards, rails, or other materials. FLOOD FRINGE: That portion of a flood plain outside the floodway. FLOOD PLAIN: The land adjacent to a body of water which has been or may be hereafter covered by flood water, including that land covered by the regional flood. The flood plain consists of the floodway and the flood fringe area. FLOOD, REGIONAL: A flood which is representative of large floods known to have occurred generally in Minnesota and reasonably characteristic of what can be expected to occur on an average frequency once every hundred (100) years. FLOODWAY: Theminimum channel of a watercourse and ihose portions of a floodplain adjoining the channel that are reasonably required to discharge the regional flood. FLOOR AREA: The sum of the gross horizontal areas of the several floors of a building measured from the exterior faces of the exterior walls or from' the centerline of walls separating two buildings. The Ooor area of a building shall include basement floor area, penthouses, attic space having headroom of seven feet or more, interior balconies and mezzanines, e,nclosed porches and floor area devoted to accessory uses. However, any space devoted to mechanical equipment, stairwells, elevator shafts, parking or loading shall not be included in the floor area. FLOOR AREA RATIO (F.A.R.): The numerical value obtained by dividing the floor area of all bulildings on a lot by lot area. . FRONT LOT LINE: .SeeLOT LINE, FRONT. FRONT YARD: See YARD, FRONT. GARAGE: A structure which mayor may not be attached to the principal struc- ture used primarily for the enclosure of personal vehicles. GARDEN CENTER: A place of business where retail and wholesale products and produce are sold to the retail consumer. These centers, which may include a nursery and/or greenhouses, import most of its items sold. These items may include paints, handicrafts, nursery products and stock, fertilizers, potting soil, hardware, lawn and garden power equipment and machinery, hoes, rakes, shovels and other garden and farm tools and utensils. GRADE: Grade is an average level of the finished surface of the ground ad- jacent to the exterior walls of the building or structure or the degree of use or descent of a sloping surface, expressed in percentage terms. GREENHOUSE: A building used for the cultivation or protection of plants,- flowers, vegetables and nursery stock for subsequent sale or for seasonal enjeiyment . GROUP HOME: A state licensed residential facility where persons reside for purposes of rehabilitation, treatment, or special care. Such persons may be orphaned, suffer chemical or emotional impairment, or suffer social malad. justment or dependency. HEALTH CARE FACILITY: A State certified or licensed facility or institu. tion, whether public or private, principally engaged in providing services for health maintenance, diagnosis or treatment of human disease, pain, injury, defonnity or physical condition, including, but not limited to, a general hospital, special hospital, mental hospital, public health center, diagnostic center, treat- ment center, rehabilitation center, extended care facility, skilled nursing home, nursing home, intermediate care facilitiy, tuberculosis hospital chronic disease hospital, maternity hospital, outpatient clinic, dispensary, home health care agency, boarding home or other home for sheltered care, and bioanalytical laboratory or central services facility serving one or more,such institutions but excluding institutions that provide healing solely by prayer. HEALTH SERVICES: Establishments primarily engaged in furnishing medical, surgical or other services to individuals, including the offices of physicians, dentists, and other health practitioners, medical and dental laboratories, out- patient care facilities, blood banks, and oxygen and miscellaneous tYpes of medical supplies and services. . HOME IMPROVEMENT TRADES: Carpenter shops, interior decorating, painting and paper hanging shops, furniture upholstering and similar enter- prises; but not including contractor's yards.8 Page Two Chanhassen Zoning Ordinance HUME OCCUPATION: Any occupation, business, or profession carried on by"a.resident and conducted as an accessory use in fue resident's dweJling unit. HOTEL: A facility offering transient lodging accommodations to the general pub~c and which may provide additional services such as retaurants, meeting rooms and recreational facilities and where access to individual rooms is pro- vided through an indoor lobby or office. HOUSEHOLD PET: A dog or cat, regardless of weight, or an animal not ex- ceeding forty (40) pounds in weight that is usually and customarily considered a pet. JUNK YARD: An area, lot, parcel, building or structure or part thereof where used, waste, discarded or salvaged materials are bought, sold, exchanged, stored, abandoned, baled, cleaned, packed, disassembled or handled, including but not limited to scrap iron and other metals, 'glass, paper, rags, rubber products, tires, bottles, building materials, vehicle parts, household appliances, brush and lumber. A junk yard includes an automobile wrecking or dismantling yard, but does not include accessory uses established in conjunction with a permit- ted manufacturing process when conducted within an enclosed area or building. The storage of unlicensed andlor inoperable motor vehicles for a period in ex- cess of thirty (30) days shall also be considered a junk yard: KENNEL, COMMERCIAL: An establishment in which dogs, cats, or other domesticated animals more than one year old are housed, groomed, bred, board- ed, trained, or sold for gain. KENNEL, PRIVATE: Any place where three or more dogs .or cats over one year of age are kept or habored, such animals being owned by the owner or lessee of the premises wherein or whereupon the animals are kept or harbored. LAKESHORE SITE: Any lot of record which abuts any body of public water. LIVING AREA: The area of a dwelling including, but not limited to, bedrooms, bathrooms, kitchens, living rooms, and dining rooms, but excluding garages. LOADING SPACE: An off-street space or berth designed and used for the loading or unloading of commerciaJ vehicles. LOT: A separate parcel, tract, or area of land undivided by any public street or approved private road, which has been established by plat, metes and bounds subdivision, or as otherwise permitted by law, and which is occupied by or .in- tended to be developed for and occupied by a principal building or group of such buildings and accessory buildings, or utilized for a principal use and uses accessory thereto, including such open spaces and yards as are designed and arranged or required by this Ordinance for such building, use or development. LOT, AREA: The area of a horiwntal plane bounded by the front, side or rear lot lines, but not including any area occupied by the waters of lakes or rivers or by street rights-of-way. LOT, CORNER: A lot abutting upon two (2) or more streets at their intersec- tion, or upon two parts of the same street, such streets or parts of the same street forming an interior angle of less than one hundred thirty-five (135) degrees. LOT COVERAGE: That portion or percentage of a lot that is covered by im- pervious surfaces. ' LOT DEPTH: The mean horizontal distance between the front Jot Ii'ne and the rear lot line of a lot. The greater frontage of a corner lot is its depth, and its lesser frontage is its width. LOT, DOUBLE-FRONTAGE: A lot which fronts upon two parallel streets, or which fronts upon two streets which do not intersect at the boundaries of the lot. On a double frontage lot, both street lot lines shall be deemed front lot lines. LOT FRONTAGE: Lot width measured at the front lot line. LOT, INTERIOR: A lot. other than a corner lot. LOT LINE: A line of record bounding a lot which divides one lot from another lot or from a street right-of-way or any other public space. LOT LINE, FRONT: The lot line separating a lot from a street right-of-way. In the case of a corner lot it shall be the lot line with the shortest dimensions- on th e street. LOT LINE, REAR: The lot line which is parallel to and most distant from the front lot line; or in the case of trianguhu: or otherwise irregularly shaped lots, a line twenty (20) feet in length, entirely within the lot, parallel to and at the maximum possible distance from the front lot line. LOT LINE, SIDE: Any lot line other than a front or rear lot line. A side lot line separating a lot from a street is a side street'lot line. A side lot line separating a lot from another lot or lots is an interior side lot line. LOT OF RECORD: Any legally recorded lot which at the time of its recorda- tion complied with aU applicable laws and ordinances. LOT WIDTH; The horiwntal distance betWeen the side lines of a lot measured at right angles to its depth along a straight line parallel to the front lot line at the minimum requiredbuildinti~;bl!~k line. LOT, ZONING: A zoning lot is a'single tract of land which consists of one or more lots of record and which, at the time of filing for a building permit, is designated by its owner or developer as a tract to be used, developed or built upon as a separate unit under single ownership or control. A zoning lot or lots mayor may not coincide with a single lot of record, but in no case shall a wn- ing lot include only a portion of'a lot of record. MANUFACTURED DWELLING: A manufactured dwelling is a factory-built structure.which is transportable in one or more sections on its own running gear or chassis, and which is equipped with necessary utility service connec- tions and designed to be used for single-family occupancy with or without a permanent foundation. Such dwellings measure 20 feet or more in width and 40 feet or more in length, exclusive of supporting members or hitches. MINI-WAREHOUSE: A building or group of buildings in a controlled-access, screened and secured fenced compound that contains varying sizes of individual, compartmentalized, and controlled-access storage spaces of varying sizes which are leased or rented.on an individual basis. MOORING AREA: An area located upon any body of public water used for the mooring of watercraft. Docks are not considered mooring areas. MOTEL: A commercial establishment providing transient accommodations to the general public containing rooms having direct access to the outside without the necessity of passing through the main lobby of the building. . MOTOR FREIGHT TERMINAL: A building or area in which trucks, including tractor or trailer units, are parked, stored, or serviced, including the transfer, loading or unloading of goods. A terminal may include facilities for the tem- porary storage of loads prior to transshipment. NONCOMFORMING LOT: Any lot of record whiCh does not comply with the minimum requirernents of the district in which it is located. NONCONFORMING BUILDING OR SfRUCTURE: Any building or struc- ture which lawfully existed on the effective date of this Ordinance, or any amendments thereto, which does not comply with the bulk, placement, land use intensity or height regulations of the district in which it is located. NONCONFORMING USE: Any use of land, buildings, or structures lawfully existing at the time of adoption of this Ordinance which use does not comply with the applicable use regulations of the district in which it is located. NURSERY: An enterprise which conducts the retail and wholesale sale of plants grown on the site, as well as accessory items directly related to their care and maintenance (but not including power equipment such as gas or electric lawnmowers and farm implements). NURSING HOME: An extended or intermediate care facility licensed by the State of Minnesota. to provide full-time convalescent or chronic care to in- dividuals who by reason of advanced age, chronic illness or infirmity are unable to care for themselves. ORDINARY HIGH WATER MARK: A mark delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape. The ordinary high water mark is commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. OUTDOOR STORAGE: The storage of any goods, junk equipment, fuel, materials, merchandise, supplies or motor vehicles not fully enclosed in a building for more than a twenty-four hour period. OUTLOT: A platted lot to be developed for a use which will not involve a building or which is reserved for future replatting before development. OVERNIGHT: Any time between the hours of 2:00 a.m. and 5:00 a.m. PLATTING AUTHORITY: The City Council. POWER SUBSfATIONS: A facility comprising of transmission towers, transformers, power equipment, and structures necessary to house said equipment. PREMISES: A lot, parcel, tract or plat of land together with the building and structures thereon. PRINCIPAL BUILDING: See BUILDING, PRINCIPAL. PROPERTY LINE: See LOT LINE. . PROCESSING: The crushing, washing, compounding or treating of rock, sand, gravel, clay, silt or other like material. PUBLIC LAND: Land owned and/or operated by a governmental unit. REAR LOT LINE: See LOT LINE, REAR. .. REAR YARD: See YARD, REAR. RECREATIONAL BEACHLOT: Land abutting public water, the principal use of which is for private recreational use by'two or more families. RECREATIONAL VEHICLE: A vehicle or vehicular unit which can be driven, towed or hauled, and which is primarily designed as a temporary living accom- modation for recreational camping and travel use. Recreational vehicles include travel trailers, camping trailers, truck campers, and self-propelled motor homes. REHABILITATION: To renew the land to a self-sustaining, long-term use which is compatible with contiguous land uses in accordance with the standards set forth in this Ordinance. . RESfAURANT, FASf FOOD: An establishment whose principal business is the sale of food and/or beverages in a ready-to-oonsume state for consump- tion (I) within restaurant building, (2) within a motor vehicle parked on the premises, or (3) off the premises as carry-out orders; and whose principal method of operation includes the following characteristics (a) food and/or beverages are usually packaged prior to sale and. are served in edible containers orin paper, plastic, or other disposable containers; (b) the customer is not served food at his table by an employee, but receives it at a counter window, or similar facility and carries it to another location on or off the premises for consumption.. RESTAURANT, STANDARD: An establishemnt whose principal business is . the sale of food and/or beverages to customers in a ready-to-consume state, and whose principal method of operation includes one or both of the follow- ing characteristics: (I) customers, normally provided with an individual menu, are served their food and beverages by a restaurant employee at the same table or counter at which food and beverages are consumed; (2) a cafeteria-type opera- tion where food and beverages generally are consumed <Vithin the restaurant building. ROADSIDE STAND: Stands for the sale of agricl\ltural produce. SATELLITE DISH: Shall mean a combination of I) antenna or dish antenna whose purpose is to receive communication or other signals from orbiting satellites and other extraterrestrial sources; 2) a low-noise amplifier (LNA) which is situated at the focal point of the receiving component and whose purpose is to magnify and transfer signals; and 3) a coaxial cable whose purpose is to carry the signals into the interior of the building. SATELLITE DISH HEIGHT: Shall mean the height of the antenna or dish measured vertically from the highest point of the antenna or dish when posi- tioned for operation, to ground level. SALVAGE YARD: See JUNK YARD. SETBACK: The minimum horizontal distance between a structure and the nearest property line or roadway easemeni line; and, within Shoreland Areas, it shall also mean the minimum horizontal distance between a structure. or sanitary facility and the ordinary high water mark. SHOPPING CENTER: An integrated group of commercial establishments planned, developed, and managed as a unit, with off-street parking facilities provided on-site. SIDE LOT LINE: See LOT LINE, SIDE. SIDE YARD: See YARD, SIDE. SIGN: Any object, device, display, or structure, or part thereof situated out- doors, or visible through a window or door, which is used to advertise, an- nounce, identify, display, direct or attract attention to an object, person, in- stitution, organization, business, commodity, product, service, event or loca- tion, by means, including words, letters, figures, design, symbols, fixtures, pic- tures, illumination or projected images. SIGN, ADVERTISING: Any sign which directs attention to a business, com- modity, service, activity or entertainment not conducted, sold or offered upon the premises where such a sign is located. SIGN, BILLBOARD: See SIGN, ADVERTISING. SIGN, BULLETIN BOARD: A sign which identifies an institution or organiza- tion on the premises of which it is located and which contains the name Of the institution or organization, the names of individuals connected with it, and general announcements of events or activities occurring at the institution or similar messages. SIGN, BUSINESS: A sign which directs attention to a business or profession conducted, or to a commodity or service sold, offered or manufactured, or to an entertainment offered on the premises where the sign is located. SIGN, BUSINESS DIRECTORY: A sign which identifies the names of specific businesses located in a shopping center and which is located on the premises of the shopping center so identified. SIGN, CAMPAIGN: A temporary sign announcing, promoting, or support- ing political candidates or issues in connection with any national, state, or local election. SIGN, CANOPY OR MARQUEE: A sign which is mounted, painted on, or attached to any projection or extension of a building that is designated in such a manner as to provide shelter or cover over the approach to any entrance of the building. SIGN, CONSTRUCTION: A temporary sign erected on the premises on which construction is taking place, during the period of such constrUction, indicating the names of the architects, engineers, landscaPe architects, contractors or similar artisans, and the owners, fmancial supporters, sponsors, and similar individuals Or firms having a role or intereSt with respect to the situation or project. ' , ' :, SIGNS, DEVELOPMENT IDENTIFICATION': A permanent ground low pro- file sign which identifies a specific residential, industrial, commercial or office development and which is located on the premises of the development' which it identifies. . SIGN, DIRECTIONAL: A sign erected on private property for the purpose of directing pedestrian or vehicular traffic onto or about the property upon which such. sign is located, including signs marking entrances and exits, cir- culation direction, parking areas; and pickup and delivery areas. SIGN DISPLAY AREA: The areas within a single continuous perimeter enclos- ing the extreme limits of the actual sign message surface, but excluding any structural elements outside the limits of each sign not forming an integral part of the sign. The stipulated maximum sign display are;! for.a sign refers to a single facing. SIGN, FLASHING: Any directly or indirectly illuminated sign which exhibits changing natural or artificial light or color effects by any means whatsoever. SIGN, FREESTANDING: Any nonmovable sign not affixed to a building. SIGN, GOVERNMENTAL: A sign erected and maintained pursuant to and in discharge of any governmental functions, or required by law, ordinance or other governmental regulation. SIGN, GROUND: Any sign, other than a pole sign, placed upon or supported by the ground independent of any other structure. SIGN, GROUND LOW PROFILE BUSINESS: A business sign affixed directly to the ground, with the sign display area standing not greater than two (2) feet above the ground. ' SIGN, HOLIDAY DECORATION:.Temporary signs, in the nature of decora- tions, clearly incidental to and customarily and commonly associated with any national, local or religious holiday. SIGN, HOME OCCUPATION: A sign containing only the name and occupa- tion of a permitted home occupation. SIGN, ILLUMINATED: A sign lighted by or exposed to artificial lighting either by lights on or in the sign or directed towards the sign. SIGN, INFpRMATIONAL: A sign containing descriptions of major points of interest, government institutions or other public services such as hospitals, sports facilities, etc. SIGN, INSTITUTIONAL: A sign which identifies the name and other characteristics of a public or private institution of the site where the sign is located. SIGN, INTEGRAL: A sign so constructed as to be an integral portion of the building of which it forms a part. SIGN, MOTION: Any sign or part of a sign which changes physical position by any movement or rotation of which gives the visual impression of such move- ment or rotation. SIGN, NAMEPLATE: A sign,located on the premises, which bears the name and/or address of the occupant of the building or premises. SIGN, POLE OR PYLON: A freestanding sign erected upon a pole, post or other similar support so that the bottom edge of the sign display area is eight 8) feet or more above the ground elevation at the' base of the sign. SIGN, PORTABLE: A sign designed so as to be movable from one location to another, and that is not permanently affixed to a building, structure, or the . ground. SIGN, PRIVATE SALE OR EVENT: A temporary sign advertising private sales or personal property such as "house sales", "garage sales'" and the like or private nonprofit events such as picnics, carnivals, bazaars, game nights, art fairs, craft shows and Christmas tree sales. SIGN, PROJECTING: A sign that is wholly or partly dependent upon a building for support and which projects more than 12 inches from such building. SIGN, REAL ESTATE: A sign pertaining to the sale or lease of the premises, or a portion of the premises, on which the sign is located. SIGN, ROOF: A sign that is mounted on the roof of a building or which is wholly dependent upon a building for support and which projects above the roof line of a building with a flat roof, the eave line of a building with a gam- brel, gable or hip roof or the deck line of a building with a mansard r,oof. SIGN, TEMPORARY: A sign or advertising display constructed of cloth, can- vas, fabric, plywood or other light material and designed or intended to be displayed for a short period of time. . SIGN, WALL: A sign attached to or erected against the wall of a building or structure with the exposed face of the sign in a plane approximately parallel to the face of the wall, and which does not project more than 12 inches from such building or structure. STREETS AND ALLEYS: A. STREET. A public right-of-way accepted or a private right-of-way approved pursuant to the requirements of the City, by public authority which pro- vides a legal primary means of public access to abutting property. The term street" s!iall' include a highway, thoroughfare, arterial, parkway,coHec- tor, avenue, drive, circle, road, boulevard or any other similar term describ- ing an. entity complying with the preceding requirements. B. COLLECTOR SfREET. A street which carries traffic from minor streets to arterials. C. CUL-DE-SAC. A minor street with only one outlet and having an ap- propriate turn-around for the safe and convenient reversal of traffic movement. D, MINOR STREET. A street of limited continuity which is used primarily for access to abutting properties. E. ALLEY. A public right-of-way which is used primarily for secondary vehicular service access to the back or the side of properties abutting on a street. F. PRIVATE STREET. A street serving as vehicular access to two (2) or more parcels of land which is not dedicated to the public but is owned by one or more private parties. G. ARTERIAL SfREET. A street or highway with access restrictions design- ed to carry large volumes of traffic between various sectors of the City or County and beyond. STREET FRONTAGE: That portion of a parcel of land abutting one or more public streets. . STREET WIDTH: The shortest distance between the lines delineating the right- of-way of a street. STRUCTURE: Buildings; fences (except strand wire agricultural fences), sheds, advertising signs, portable structures, stock piles, docks, boardwalks, culverts and hard surface parking areas. Anything constructed or erected, the use of which requires more or less permanent location on the ground or attachment to something having a permanent location on the ground. When a structure is divided into separate parts by an unpierced wall, each part shall be deemed a separate structure. SUBDIVISION: The separation of an area, parcel, or tract of land under single ownership into .two or more parcels, tracts, lots, or long-term leasehold interests where the creation of the lea~hold interest necessitates the creation of streets, roads, or alleys, for residential, commercial, industrial, or other use or any combination thereof, except those separations: A. Where all the resulting parcels, tracts, lots, or interests will be 20 acres or larger in size and 500 feet in width for residential uses and five acres or larger in size for commercial and industrial uses; B. Creating cemetery lots; C. Resulting from court orders, or the adjustment of a lot line by the reloca- tion of a common boundary. TEMPORARY STRUCTURE: A structure without any foundation or footings and which shall be removed when the designed time period, activity, or use for which temporary structure was erected has ceased. TOWNHOUSE: A single family attached dwelling in a row of at least three such units in which each unit has its own front and rear access to the outside, no unit is located over another unit and each unit is separated from the adjoin- ing unit by one or more common fire resistent walls having no openings and extending from the basement to the roof. TRAILER, TEMPORARY: A trailer or mobile home for construction pur- poses, the display or sale of real estate, or major durable goods or as a tern- porary form of residential dwelling on lot on which a house is being constructed. TRAILER, TRAVEL.: A vehicle or movable structure which is designed, in- tended or used for temporary human habitation during recreational or vaca- tion activities. The term includes, without limitation, recreational vehicles, campers, camper trailers and tents, and house travel and tent trailers, but does not include mobile homes. TRUCK TERMINAL: Any use, area, or building where cargo, trucks, truck parts,loading equipment, and the like is stored or where trucks load and unload on a regular basis. ' UTILITY SERVICES: The erection, construction, alteration, or maintenance, by public utilities or municipal or other governmental agencies, of underground or overhead gas, electrical, steam or water transmission or distribution systems, communication, including poles, wire, mains, drains, sewers, pipe, conduits, cables, fire alarm boxes, police call boxes, traffic signals, hydrants, and other similar equipment and accessories in connection therewith, that is reasonably necessary for the furnishing of adequate service by such public utilities or governmental agencies or for the public health or safety or general welfare. This term does not imply overhead transmission lines in excess of 69 kv. VARIANCE: Permission to depart from the requirements of this Ordinance. VEHICULAR USE AREA (V.U.A.): Is any open or unenclosed area contain- ing more than 1,800 sq; ft. of area and/or used by six. or more, of any type of vehicle, whether moving or at rest, including, but not limited to, parking lots, loading and unloading areas, and sales and service areas. Driveways are considered to be vehicular use areas whenever they are adjacent to public streets or other vehicular use elements described previously in this paragraph (and in- tervening curbs, sidewalks,landscape strips, etc., do not eliminate adjacency). WAREHOUSING: Warehousing is the commercial storage of merChandise and personal property. WETLAND TYPES: Classifications of Wetlands as defined in U.S. Depart- ment of Interior, Fish and Wildlife Service, Circular 39, "Wetlands of the U.S. 1956". WETLAND WATERSHED: That area of land from which water drains into a Class A or Class B wetland. CLASS A WETLANDS: Wetland types 3, 4, 5, 6, 7 and 8. In the case of wet- lands adjoining a public waters designated as lake or pond this class shall also include type 2 wetlands. Type 2 wetlands shall also be deemed a Gass A wetland when adjoining a stream designated as public waters to the extent that it en- croaches upon the 100 year floodplain of the stream. CLASS B WETLANDS: Type 2 wetlands not adjoining a public waters designated as lake or pond nor within the 100 year floodplain of a stream design- ed as public waters. WHOLESALE NURSERY: An enterprise which conducts the wholesale of plants grown on site as well as accessory items directly related to their care and maintenance (but not including power equipment such as gas or engine lawnmowers and farm implements). , WHOLESALE TRADE: Establishments or places of business primarily engaged in selling merchandise to retailers; to industrial, commercial, institutional, or professional business users, or. to other wholesalers; or acting as agents or brokers and bUying merchandise for, or selling merchandise to, such individuals or companies. WIND ENERGY CONVERSION SYSTEM (WECS): Any device that is design- ed to convert wind power to another form of energy such as electricity or heat also referred to by such common names as wind charger, wind turbine and windmill). YARD: Any open space that lies between the principal or accessory building or buildings and the nearest lot line. Such yard is unoccupied and unobstructed from the ground upward except as may be specifically provided in this Ordinance. YARD, FRONT: A yard extending across the full width of the lot between any building and the front lot line, and measured perpendicular to the building from the closest point of the building to the front lot line. YARD, REAR: A yard extending across the full width of the lot between the principal building and the rear lot line, and measured perpendicular to the building from the closest point of the building to the rear lot line. YARD, SIDE: A yard extending from the front yard to the rear yard between the principal building and the side lot line, measured perpendicular to the building from the closest. point of the building to the side lot line. ZONING ADMINISTRATOR: The City Manager. ARTICLE Ill. ADMINISTRATION AND PROCEDURES SECTION I. BOARD OF ADJUSTMENT AND APPEALS 3-1-1 Creation and Membership. There is hereby created a 'Board of Ad- justments and Appeals which shall consist of three regular members and one alternate member all of whom shall be appointed by the City Coun- cil. Three members of the Board shall constitute a quorum. The alter- nate member may vote only if a regular member is absent from the Board meeting. The Board shall serve without compensation. Its members shall serve a term of one year beginning on the first day of January or until their successors are appointed. The Board shall select one of its members as chairperson and appoint a secretary who may, but need not, be one of its ml:!llbers. ' 3-1-2 Powers and Duties of Board. Pursuant to Minnesota Statutes 462.357, Subd. 6, The Board shall have the following powers: I. To hear and decide appeals where it is alleged that there is an error in any order, requirement, decision or determination made by a City employee in the administration of this Ordinance. 2. To hear requests for variances from the provisions of the Ordinance. 3-1-3 Variance. I. A variance may be requested only by the owner of the property (or his/her) approved representative to which the variance would ap- ply. A variance may not be granted which would allow the use of property in a manner not permitted within the applicable zoning district. A variance may, however, be granted for the temporary use of a one-family dwelling as a two-family dwelling. In granting any variance, the Board may prescribe conditions, to insure substantial compliance with the Ordinance and to protect adjacent property.9 The violation of any written condition shall constitute a violation of this Ordinance. A variance shall become void within one (I) year following issuance unless substantial action has been taken by the petitioner in reliance thereon. 2. A variance may be granted by the Board only if it finds all the following: ' A. That the literal enforcement of the Ordinance would cause un- due hardship and practical difficulty. B. That the hardship is caused by special conditions and cir. cumstances which are peculiar to the land and structure involved and which are not characteristic of or applicable to other lands or structures in the same district. C. That the granting of the variance is necessary for the preserva- tion and enjoyment of substantial property rights. D. That the special conditions and circumstances are not a conse- quence of a self-created hardship. E. That the variance will not be injurious to or adversely affect the health, safety or welfare of the residents of the City or the neighborhood wherein the property is situated and will be in keeping with the spirit and intent of the Ordinance. 3. A variance for the temporary use of a single-family dwelling as a two-family dwelling may only be allowed under the following circumstances: A. There is a demonstrated need based upon disability, age or financial hardship. B. The dwelling has the exterior appearance of a single-family dwelling, including the maintenance of one driveway and one main entry. C. Separate utility services are not established (e.g. gas, water, sewer, etc.) D. The variance will not be injurious to or adversely affect the health, safety or welfare of the residents of the City or the, neighborhood where the prop~y is situated and will be in keep. ing with the spirit and intent of this Ordinance. 3-1-4 Procedures. I. Form. Appeals and applications for variances shall be filed with the Zoning Administrator on prescribed forms. A fee, as established by the City Council, shall be paid upon the filing of an application. The Board may waive the application fee in unusual circumstances. 2. Hearing. Upon the filing of an appeal or application for variance, the Zoning Administrator shall set a time and place for a hearing befote the Board of Adjustments and Appeals on such appeal or application, which hearing shall be held within thirty (30) days after the filing of said appeal or application. At the hearing the Board shall hear such persons as wish to be heard, either in person or by attorney or agent. Notice of such hearing shall be mailed not less than ten (10) days before the date of hearing to the person who med the appeal or application for variance, and, in the case of an ap. plication for variance, to each owner of property situated wholly or partially within five hundred (5OD) feet of the property to which the variance application relates. The names and addresses of such owners shall be determined by the Zoning Administrator from records provided by the applicant. 3. Decisions of the Board. The Board shall be empowered to decide appeals and grant variances only when the decision of the Board is by a unanimous vote. A simple majority vote or split vote by the Board shall serve only as a recommendation to the City Council, who shall then make the final determination on the appeal or variance request,within thirty 30) days after receipt of the Board's action. The Board shall act upon all appeals and variance requests within fifteen (15) days after the date of the close of the required hearing. 4. Appeal from Decisions of the Board. Any person or persons, ago grieved by any decision of the Board, ineluding the applicant or any person owning property or residing within five hundred (5OD) feet of the property to which a variance application relates, may appeal such decision to the City Council by ming an appeal with the Zon- ing Administrator within ten (10) days after the date of the Board's decision. The procedure governing appeals to, the Board shall also govern appeals to the City Council. S. Council Action. By majority vote, the City Council may reverse, affirm or modify, wholly or partly, the decision appealed from the Board, and to that end the City Council shall have all the powers of the Board. The Council shall decide all appeals within thirty (30) days after the date of the required hearing thereon. 6. Denial. Vanances may be denied by the Board and the Council, and such denial shall constitute a fmding and determination that the con. ditions required for approval do not exist. 7. Action Without Decision. If no decision is transmitted by the Board to the City Council within sixty (60) days from the date of an ap- peal or variance request is filed with the Zoning Administrator, the Council may take action on the request, in accordance with the pro- cedures governing the Board, without further awaiting the Board's decision. SECTION 2. CONDITIONAL USE PERMITS 3-2-1 Purpose. Conditional uses include those uses which are not usually allow- ed within the zoning district, but which may under some circumstances be suitable. The applicant shall have the burden of proof that the use is suitable and that the standards set forth in this Section have been met. 3-2-2 Application, Public Hearing, Notice and Procedure. The application, public hearing, public notice and procedure requirements for conditional use permits shall be the same as those for amendments as provided in Article III, Section 3 except that the permit shall be issued on the af- firmative vote of a majority of the entire Council. Although specific submissions required to complete an application for a conditional use permit may vary with the specific use and the district in which it is located, all applications for such permits must include at minimum a site plan that clearly illustrates the following: proposed land use building mapping and functions, circulation and parking areas, planting areas and treatment, sign locations and type, basic lighting concerns, the rela- tionship of the proposed project to neighboring uses, environmental im- pacts and demand for Municipal services. 3-2-3 Standards. The Planning Commission shall recommend a conditional use permit and the Council shall issue such conditional use permits only if it finds that such use at the proposed location: I. Will not be detrimental to or endanger the public health, safety, com- fort, convenience or general welfare of the neighborhood or the City. 2. Will be consistent with the objectives of the City's Comprehensive Plan and this Ordinance. 3. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. 4. Will not be hazardous or disturbing to existing or planned neighbor. ing uses. 5. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be serv- ed adequately by such facilities and services provided by the per- sons or agencies responsible for the establishment of the proposed use. 6. Will not create excessive requirements for public facilities and ser- vices and will not be detrimental to the economic welfare of the community. 7. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, pro- perty or' the general welfare because of excessive production of traf- fic, noise, smoke, fumes, glare, odors, rodents, or trash. 8. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic on surrounding public thoroughfares. 9. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. 10. Will be aesthetically compatible with the area. Il. Will not depreciate surrounding property values. 12., Will meet the standards prescribed for certain uses as provided in Article V, Section 5-9 and 5-17. 3-2-4 Conditions. In reviewing applications for conditional use permits, the Planning Commission and the Council may attach reasonable condi- tions to mitigate anticipated adverse impacts associated with these uses, to protect the value of other property within the district, and to achieve the goals and objectives of the Comprehensive Plan. Such conditions may include, but are not limited to, the following: I. Controlling the number, area, bulk, height and location of such uses. 2. Regulating ingress and egress to the property and the proposed struc- _ tu'res thereon with particular reference to vehicle and pedestrian safe- ty and convenience, traffic flow and CQntrol and access in case of fire or other catastrophe. 3. Regulating off-street parking and loading areas where required. 4. Utilities with reference to location availability and compatability. 5. Berming, fencing, screening, landscaping or other facilities to pro- tect nearby property. 6. Compatability of appearance. In determining such conditions, special consideration shall be given to protecting immediately adjacent properties from objectionable views, noise, traffic and other negative characteristics associated with suchuseL ' 3-2-5 Denial for Noncompliance. If the Council denies a conditional use per- mit, it shall state findings as to the ways in which the proposed use does not comply with the standards required by this Title. 3-2.6 Permittee. A conditional use permit shall be issued for a particular use and not for a particular person. 3-2-7 Revocation., Failure to comply with any condition set forth in a condi. tional use permit, or any other violation of this Title, shall be a misde- meanor and shall also constitute sufficient cause for the termination of the conditional use permit by the City Council following'a public hearing. 3-2-8 Expiration. If substantial construction has not taken place within one year of the date on which the conditional use permit was granted, the permit is void except that, on application, the Council, after receiving' recommendation from the Planning Commission, may extend the per- mit for such additional period as it deems appropriate. If the conditional use is discontinued for six (6) months, the conditional use permit shall become void. This provision shall apply to conditional use permits issued prior to the effective date of this Title, but the six (6) month period shall not be deemed to commence, until the effective date of this Title. SECTION 3. TEXT AMENDMENTS AND ZONING DISTRICT CHANGES 3-3-1 Authority. The Council may from time to time by a four-fifths (4/5) vote of the entire Council adopt amendments to this Ordinance including the zoning map. 3-3.2 Procedure. I. Proceedings to amend this Ordinance shall only be initiated by the Council, the Planning Commission or a petition of the property owner(s). 2. An application for an amendment shall be fled with the City. Peti- tions by property owners requesting change in a district boundary shall be accompanied by a map or plat showing the lands proposed to be changed and all land within five hundred (5OD) feet of the boun- daries of the property proposed for such rezoning tbgether with the names and addresses of the owners of lands in such area. 3.3-3 Public Hearing. No amendment shall be adopted until a public hearing has been held thereon by the Planning Commission. Notice of the time, place and purpose of an amendment hearing shall be published in the official newspaper at lell$t ten (10) days prior to the day of hearing. When an amendment involves changes in one or more district boundaries af- fecting an area of five (5) acres or less, notice of the hearing shall be mailed at least ten (10) days before the date of hearing to each owner of property within the area proposed to be changed and owners of pro- perty situated wholly or partially within five hundred (500) feet of the property to which the amendment relates. The failure of a property owner to receive notice as specified herein shall not invalidate the public hearing or the amendment proceeding. Where appropriate, notice shall also be given to affected homeowner's associations. If a development is proposed adjacent to a lake or will affect the usage of the lake, the applicant shall provide the City with a list of property owners abutting the lake at the time of appliction. The City shall pro- vide mailed notice to the lake homeowners as in compliance with the procedures above. The applicant is responsible for meeting with affected homeowners. ' 3.3-4 Commission Action. Following conclusion of the public hearing held by the Planning Commission, the Commission shall report its findings and recommendations on the proposed amendment to the Council. If no report of recommendation is transmitted by the Planning Commis- sion within sixty (60) days following referral of the amendment to the Commission, the Council may take action on the amendment without awaiting such recommendation. 3-3-S Council Action. Following Planning Commission consideration or to the expiration of its review period, the Council may adopt the amend- ment or any part thereof in such form as it deems advisable, reject the amendment, or refer it to the Planning Commission for further consideration. SECTION 4. BUILDING PERMITS, CERTIFICATES OF OCCUPANCY, FEES 3-4cl Building Permits. I. No person shall erect, construct, alter, enlarge, repair, move or remove, any building or structure or part thereof without first secur- ing a building permit. 2. An application for a building permit shall be made to the City on a form furnished by the City. All building permit applications shall be accompanied by a site plan drawn to scale showing the dimen- sions of the lot to be built upon and the size and location of any existing structures and the building to be erected, off-street parking and loading facilities and such other information as may be deem- ed necessary by the City to determine compliance with this and other land use ordinances. No building permit shall be, issued for activity in conflict with the provisions of this Ordinance. The City shall issue a building permit only after determining that the application and plans comply with the provisions of this Ordinance, the State Building Code and other applicable law and ordinances. 3. If the work described in any building permit is not begun within ninety (90) days or substantially completed within one (I) year following the date of the issuance thereof, said permit may become void at the discretion of the Zoning AdministratOr upon submis- sion of documented evidence. Written notice thereof shall be transmitted by the City to permit holder, stating that activity authorized by the expired permit shall cease unless and until a new building permit has been obtained. 3-4-2 Certificates of Occupancy. I. In accordance with the Uniform Building Code, a certificate of oc- cupancy shall b~ obtained before: (i) any nonagricultural building, except an accessory building, hereafter erected or structurally altered is occupied or used; and (iI) the use of any existing nonagricultural building, except an accessory building, is chang~d. ' 2. Application for a certificate of occupancy shall be made to the City as part of the application for a building permit. A certificate of oc- i cupancy shall be issued by the City following completion of the building permit activity and a determination that the building and its proposed use complies with this Ordinance and the provisions of any permit issued pursuant hereto. To the extent practicable a certificate shall be issued within ten (10) days after the completion of a building permit activity. The City may issue a temporary cer- tificate of occupancy for a period not to exceed six (6) months when work pursuant to a building permit is in progress. A certificate of occupancy shall also constitute a building code certificate as required by Minnesota Statutes 16.851. 3-4-3 Fees. Fees and charges for processing applications shall be established by resolution of the Council. 3-4-4 Grading and Erosion Control. I. Whenever deemed necessary, a satisfactory erosion control and grading plan must be approved by the City Engineer before a building permit is issued for construction. Said plan is to address on-site grading activities as well as protection of adjacent slopes, streets, ,lakes, ponds, drainageways, wetlands, and developed property. 2. A satisfactory grading and erosion control plan shall provide spot elevations of proposed grades in relation to existing grades on the subject property and adjacent land. Areas where the finished slope will be steeper than five (5) units horizontal to one (I) vertical shall be specifically noted. Also,locations of erosion control (staked hay bales or reinforced silt fence) shall be clearly labeled. 3. Every effort shall be made to minimize disturbance of existing ground cover. No grading or filling shall be permitted within forty 40) feet of horizontal distance to the ordinary high water mark of a water body unless specifically approved by the City. Also, to minimize the erosion potential of exposed areas, restoration of ground cover shall be provided as quickly as possible after comple- tion of the grading operation. 4. Every effort shall be made during the building permit application process to determine the full extent of erosion control required. However, the City Engineer shall be empowered to require additional contrc\ls to correct specific site related problemS as n?~al inspec- Chanhassen Zoning Ordinance Page Three tions are performed. . 5. All erosion' control measures noted on the approved plan shall be installed prior to the initiation of any site grading. Noncompliance with the grading and erosion control plan shall constitute grounds for an order from the City Engineer to halt all construction. SECTION 5. NONCONFORMING USES 3-5-1 Nonconforming Buildings and Uses. The lawful use of a building or land existing at the time of the adoption of this Ordinance may be continued, although such use does not conform with the provisions hereof. Except as hereinafter provided, nonconforming uses shall not be extended or enlarged. 3-5-2 Nonconforming Lots of Record. Single-family lots in the A-2 and RR Districts established prior to the effective date of this Ordinance shall be deemed as buildable lots. In the RSF and R-4 districts, notwith- standing limitations imposed by other provisions of this Ordinance, a single-family dwelling and customary accessory buildings may be erected on any single lot of record on the effective date of this Ordinance pro- vided that it fronts on a public right-of-way or approved private street and provided that the width and area measurements are at least seventy- five percent (75070) of the minimum requirements of this Ordinance. If two (2) or more lots or combinations of lots and portions of lots with contiguous street frontage in single ownership are of record on the ef- fective date of this Ordinance, and if all or part of the lots do not meet the width and area requirements of this Ordinance for lots in the district, the contiguous lots shall be considered to be an undivided parcel for the purpose of this Ordinance and no portion of such parcel shall be used or occupied which does not meet lot width and area requirements of this Ordinance, nor shall the parcel be so divided that any remaining lot does not comply with such requirements. 3-5-3 Discontinuance. I. In.the event that a nonconforming use of any building or premises is discontinued or its normai operation stopped for a period of one I) year, the use of the same shall thereafter conform to the regula- tions of the district in which it is located. 2. In the event that the use of a nonconforming advertising sign struc- ture is discontinued or its normal operation stopped for a period of six (6) months, said structure shall be removed. 3-5-4 Alterations. If no structural alterations are made, a nonconforming use of a building may be changed to another nonconforming use of the same or more restricted intensity by conditional use permit. Whenever a non- conforming use of a building has been changed to a more restricted use or to a conforming use, such use shall not thereafter be changed into a less restricted one. 3-5-5 Residential Alterations. Alterations may be made to a residential pro- perty containing nonconforming residential units when they will improve the livability of such units, provided, however, that they do not increase the number of dwelling units in the building. 3-5-6 Restoration. No nonconforming use, building or structure, except single- family dwellings in a residential district, which has been damaged by fire, explosion, flood, act of God or other calamity to the extent or more than fifty percent (50070) of its assessed market value may be restored. A nonconforming use, building or structure which is damaged to a lesser degree may be restored and its previous use continued or resumed pro- vided that restora'tion is completed within one (I) year following its damage and no enlargement occurs. Notwithstanding Section 5-2 above, a single-family residence may be restored to its original location. 3-5-7 Normal Maintenance. Maintenance and repair of nonconforming uses is permitted. 3-5-8 Issued Permits. Nothing herein contained shall require any change in plans, construction or designated use of a building, or structure for which a building permit has been issued prior to the effective date of this Or- dinance, provided, however, that the entire building shall be completed according to such plans as filed wfthin twenty-four (24) months from the date of issuance of said permit. 3-5-9 Status of Variances, Conditional Use Permits, and Planned Unit Developments. If a conditional use permit, variance or planned unit development for a specific use or structure has been granted by the City, the use or structure shall not be deemed nonconforming, but shall be deemed allowed in such district. Further, existing uses which are allow- ed as a conditional use in the district in which it is located that have not received a conditional use permit shall not be deemed nonconform- ing if they meet required standard? provided in this Ordinance. SECTION 6. SITE PLAN REVIEW PROCEDURES 3-6-1 Approval Required. The City Council, with the advice and recom- mendation of the Planning Commission, shall review and approve a site plan application before issuance of a building permit in the multiple fami- ly districts and in the business, office and industrial districts. Expan- sion of a building in any manner which results in a different intensity of use, including the requirement for additional parking, shall also reo quire site plan approval. 3-6-2 Exceptions. The following shall not require site or building plan approval : I. Construction or alteration of a single family or two-family residen- tial building or buildings accessory thereto; 2. Enlargement of a building by less than ten (10) percent of its gross floor area, provided that there is no variance involved and also pro- vided that the City Planner approved the enlargement; and 3. Changes in the leaseable space of a multi-tenant building where the change does not intensify the use, require additional parking, or result in an inability to maintain required performance standards. 3-6-3 Application. Application for a site plan review shall be made to the Ci- ty Planner on forms provided by the City and shall be filed three (3) weeks in advance of the Planning Commission meeting at which it is to be considered. The application shall also include: I. Evidence of ownership or an interest in the property; 2. The appliction fee; and 3. Complete site plans, signed by a registered architect, civil engineer, landscape architect or other design professional, to include the following: A. GENERAL: I) Name of project. 2) Name, address, and telephone number of the applicant, engineer, and owner of record. 3) Legal description (certificate of survey may be required). 4) Date proposed, north arrow, engineering scale, number of sheets, name of drawer. 5) Vicinity map showing relationship of the proposed develop- ment to surrounding streets, rights-of-way, easements, and natural features. 6) Description of intended use Of the site, buildings, and struc- tures including type of occupancy and estimated occupan- cy load. ' 7) Existing zoning and land use. 8) Tabulation box indicating: a) Size of parcel in acres or square feet b) Gross floor area of each building c) Percent of site covered by building d) Percent of site covered by impervious surface e) Percent of site covered by parking area o Projected number of employees g) Number of seats if intended use is a restaurant or place of assembly h) Number of parking spaces required i) Number of parking spaces provided including handicapped j) Height of all buildings and structures and number of stories B. SITE PLAN: I) Property line dimensions, location of all existing and pro- posed structures with distance from boundaries, distance between structures, building dimensions, and floor elevations. 2) Grading and drainage plan showing existing natural features (topography, wetlands, vegetation, etc.) as well as proposed grade elevations and sedimentation, and storm water retention ponds. 3) All existing and proposed points of egress/ingress show- ing widths at property lines, turning radii abutting rights- of-way with indicated center tine, width, paving width, ex- isting and proposed median cuts, and intersections of streets and driveways. 4) Vehicular circulation system showing location and dimen- sions for all driveways, parking spaces, parking lot aisles, service roads, loading areas, fire lanes, emergency access if necessary), public and priv!"le meets, alleys, sidewalks,10 Page Four Chanhassen Zoning Ordinance bikepaths, direction of lraffio1J1ow, aild traffic control devices. S) Landscaping plan in accordance with the provision of Ar- ticle Vlll. 6) Location, access, and screening detail of trash enclosures. 7) Location and screening detail of roof top equipment. S) Location and detail of signage. 9) Lighting location, style and mounting. 10) Building elevations from all directions. II) Utility plan identifying size and direction of existing water and sewer lines, fire hydrants, distance of hydrant to pro- posed building. 12) List of proposed hazardous materials, use and storage. 13) Proposed fire protection system. 3-6-4 Iluilding Permit and Certificate of Occupancy. A building permit may be issued if the proposed construction conforms to the approval granted by the City Council. A certificate of occupancy may be withheld if con- struction is not consistent with the terms of plan approval and will not be issued until the terms of plan approval are met. Minor changes to the approved site plan' may be made after review and approval by the City Planner. Major changes shall require the submission of another site plan review application. ARTICLE IV. ESTABLISHMENT OF DISTRICTS SECTION I: ESTABLISHMENT OF DISTRICTS The City of Chanhassen is divided into the following zoning districts: AGRICULTURE DISTRICTS . A-I" Agricultural preservation district A-2" Agricultural estate. district RESIDENTIAL ,DISTRICTS RR" "Rural residential district RSF" Single Family residential district R-4" Mixed low density residential district R-S" Mixed medium density residential district R-12" High density residential district BUSINESS DISTRICT BN" Neighborhood business district BH" Highway and business services district CBD" Central business district BG" General business district BF" Fringe business district INSTITUTIONAL AND INDUSTRIAL DISTRICTS 01" Office and institutional district lOP" Industrial office park district SPECIAL DISTRICTS PUD" Planned Unit Development FW" Floodway District FF" Flood Fringe District GFP" General Flood Plain District S" . Shoreland District SECTION 2: ZONING MAP The boundaries of the districts established by this Ordinance are delineated on the Zoning Map; the Map and all notations, references and data shown thereon are hereby adopted and made part of this Ordinance and will be on permanent file for public inspection at the City Hall. SECTION 3: DISTRICT BOUNDARIES Except where referenced on the zoning map, a street or alley line or other designated line by dimensions shown on the map, the district boundary lines of all districts except the flood fringe and floodwaydistrict, shoreland manage- ment district and wetland overlay district shall follow lot lines or the centerlines of streets or alleys. Where interpretation is needed as to the exact location of the boundaries of any district, the Board of Adjustment and Appeals shall.make the necessary interpretation. ARTICLE V. DISTRICT REGULATIONS SECTION \. SCHECDULE OF USES PERMITTED BY DISTRICT Uses of rand, buildings, and structures not permitted below as either principal, accessory or conditional are prohibited. District regulations as set forth below shall also be subject to the provisions of Articles II, III, VI, VII, VIII, IX and X. SECTION 2. "A-I" AGRICULTURAL PRESERVATION DISTRICT S-2-1 INTENT. Preservation of agricultural lands and allowing single-family residential development with 40 acre minimum lot sizes to preserve rural character in large areas of the community. S-2-2 The following uses are Permitted in an "A-I" district: I. Agriculture ~-' 2. Public and private parks and open space 3. Single-family dwellings 4. Utility services S. State licensed day care center for twelve or fewer children 6. State licensed group home serving six or fewer persons S-2-3 The following are permitted accessory uses in an "A-I" district: Accessory agricultural buildings 2. 'Garage, private stables and swimming pools 3. Tennis court 4: Signs S. Home occupations 6. One dock 7. Roadside stand S. Private kennel S-2-4 The following are conditional uses in an "A-I" district: I. Bed and breakfast establishment 2. Public buildings 3. Temporary mobile home (compliance with Article VI, Section 6 is not required) 4. Group homes for 7-16 persons S-2-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in an "A-I" District subject to additional requirements, exceptions and modifications set forth in this Ordinance 1. Lot area: Forty acres. ' 2. Lot Frontage: 3S0 feet. 3. Lot Depth: 2S0 feet. 4. Maximum Lot Coverage: 30/0. S. Setbacks: A. Front yards: 100 feet. B. Rear yards: 100 feet. C. Side yards: SO feet. 6. Maximum Height: A. Principal Structure: three stories/4O feet. B. Accessory Structure: three stories/40 feet. S-2-6 Properties designated under Agricultural Preserve status as provided for by Minnesota Statute 473, shall be zoned A-I Agricultural Preserves until such designation is requested by the landowner to be removed. No ap- plication fee is required for rezoning the property from A-I to another district. SECTION 3. "A-2" AGRICULTURAL ESTATE DISTRICT S-3-1 INTENT. Preservation of rural character while respecting development patterns by allowing single' family residential development. S-3-2 The following uses are permitted in an "A-2" district: Agricultu re 2. Public and private parks and open space 3. Single-family dwellings 4. State licensed day care center for twelve or fewer children S. Utility services 6. State licensed group home for six or fewer persons 7. Temporary real estate office 'and model home S. Arboretums S-3-3 The following are permitted accessory uses in an "A.2" district: Accessory agricultural building 2. Garage 3. Private stables 4. Swimming pool S. Tennis court 6. Signs . 7. Home occupations S. One dock 9. Roadside stand 10. Private kennels S-3-4 The following are conditional uses in an "A-2" district: Bed and breakfast establishment 2. Temporary mobile home (compliance with Article VI,Section 6 is not required) 3. Mineral extraction 4. Cemetery S. Commercial kennels, stables and riding academies 6. Contractor's yard 7. Commercial Communication transmission towers S. Wholesale nursery 9. Electrical sub-station S-3-S Lot Requirements and Setbacks. The fOllowing minimum requirements shall be observed in an "A-2" District subject to additional requirements, exceptions and modifications set forth in this Ordinance. 1. Lot area: 2.S Acres, subject to the regulations listed in Article VI, Section 7. 2. Lot Frontage: 200 feet (except that lots fronting on a cul-de-sac shall be 200 feet in width at the building setback line). ' 3. Lot Depth: 200 feet. 4. Maximum Lot Coverage: 20%. S. Setbacks: A. Front yard: SO feet. B. Rear' yard: SO feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: three stories/4O feet. B. Accessory Structure: three stories/40 feet. 7. Minimum Driveway Separation: A. Collector:' 400 feet : B. Arterial: 1,2S0 feet SECTION 4. "RR" RURAL RESIDENTIAL DISTRICT S-4-1 INTENT. Single-family residential subdivisions intended for large lot developments. , S-4-2 The following uses are permitted in an "RR" district:, Single-family dwellings 2. Public and private parks and open space 3. State licensed day care center for twelve or fewer i::hildrten 4. State licensed group home serving six or fewer persons S. Utility services 6. Temporary real estate office and model home 7. . Agriculture S-4-3 The following are permitted accessory uses in an "RR" district: I. Garage 2. Storage building 3. Swimming pool 4. Tennis court S. Signs 6. Home occupations 7. One dock S. Roadside stand 9.' Private kennel S-4-4 The following are' conditio'nal uses in an "RR" district: I. Churches 2. Private stables 3. Public buildings 4. Recreational beach lots S. Commercial kennels, stables and riding academies S-4-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in an "RR" District subject to additional requirements, exceptions and modifications set forth in this Ordinance. I. Lot area: 2.S Acres, subject to the requirements listed in Article VI, Section 7. 2. . Lot Frontage: 200 feet (except that lots fronting on a cul-de-sac shall. be 200 feet in width at the building setback line). 3. Lot Depth: 200 feet. 4. ,Maximum Lot Coverage: 20%. S. Setbacks: A. Front yard: SO feet. B. Rear yard: SO feet. C. . Sid'e yard: 10 feet. 6. Maximum Height: A. Principal Structure: three stories/4O feet. B. Accessory Structure: three stories/40 feet. 7. Minimum Driveway Separation: A. .Collector: 400 feet B. Arterial: 1,2S0 feet SECTION S. "RSF" SINGLE-FAMILY RESIDENTIAL DISTRICT S-S-I INTENT. Single-family residential subdivisions. S-S-2 The following uses are permitted in an "RSF" district! I. Single-family dwellings 2. Public and private open space 3. State licensed day care center for twelve or fewer children 4. State licensed group home serving six or fewer persons S. Utility services 6. Temporary real estate office and model home S-S-3 The following are permitted accessory uses in an "RSF" district: I. Garage 2. Storage building 3. Swimming pool 4. Tennis court S. Signs 6. Home occupations 7. One dock S. Private kennel S-S-4 The following are conditional uses in an "RSF" district: I. Churches 2. Private stables, subject to provisions of the horse ordinance 3. Recreational beach lots 4. Commercial stable with a minimum lot size of five acres. S-S-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in an "RSF" District subject to additional re- quirements, exceptions and modifications set forth in this Ordinance. I. Lot area: IS,Ooo square feet. 2. Lot Frontage: 90 feet (except that lots fronting on a cul-de-sac shall be 90 feet in width at the building setback line). 3. Lot Depth: ISO feet. ' 4. Maximum Lot Coverage for all structures and paved surfaces: 2S %. S. Setbacks: A. Front yard: 30 feet. B. Rear yard: 30 feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: three stories/4O feet. B. Accessory Structure: three stories/40 feet. SECTION 6. "R-4" MIXED LOW DENSITY RESIDENTIAL DISTRICT S-6-1 INTENT. Single-family and attached residential development at a max- imum net density of four dwelling units per acre. S-6-2 The following uses are permitted in an "R-4" district: I. Single-family dwellings 2. Two-family dwellings 3. Public and private parks and open space 4. Group home serving six or fewer persons S. State licensed day care center for twelve or fewer children 6. Utility services 7. Temorary real estate office and model home S-6-3 The following are permitted accessory uses in an "R-4" district: I. Garage 2. Storage building 3. Swimming pool 4. Tennis court S. Signs 6. . Home occupations 7. One dock' S-6-4 The following are conditional uses in an "R-4" district: I. Churches 2. Boarding houses 3. R=eational beach lots 4. Private kennel S-6-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in an "R-4" District subject to additional requirements, exceptions and modifications set forth in this Ordinance. Lot area: IS,ooo sq. ft. per detached single-family dwelling unit; 10,000 sq. ft. per dwelling unit for two-family dwellings. 2. Lot FJ;ontage: 80 feet for single-family dwelling; SO feet per dwell- ing unit for two-family dwellings (except that lots fronting on a cul- de~c shall be 80 feet in width at the building setback lines for single- family dwellings and SO feet for two-family dwellings. 3. .Lot Depth: ISO feet. 4. Maximum Lot coverage for all structures and paved surfaces: 30%. S. Setbacks: A. Front yard: 30 feet. B. Rear yard: 30 feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: three stories/4O feet. B. Accessory Structure: one story/IS feet. SECTION 7. "R-S" MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT S-7-l INTENT. Single-family attached residential development at a maXimum net density of eight dwelling units per acre. S-7-2 The following uses are permitted in an "R-S" district: 1. Townhouses, two-family and multi-family dwellings 2. Public and private parks and open space 3. Utility services 4. Temporary real estate office and model home S-7-3 The following are permitted accessory uses in an "R-S" district: I. Garage 2. Storage building 3. Swimming pool 4. Tennis court S. Signs 6. Home occupations 7. One dock S-7-4 The following are conditional uses in an "R-S" district: I. Day care center 2. Group home serving from seven to sixteen persons 3. Boarding houses 4. Churches S. Recreational beach lots S-7-S Lot Requirements and Setbacks. The following minimum requirements shall ~ observed in an "R-8" District subject to additional requirements, exceptIOns and modifications set forth in this Ordinance. I. Lot area: 7,Soo square feet per dwelling unit for two-family dwellings; S,SOO square feet per dwelling unit for townhouses and multi-family dwellings 2. Lot Frontage: SO feet per dwelling unit for two-family dwellings (ex- cept that lots fronting on a cul-de-sac shall be SO feet in width at the building setback line for two-family dwellings); ISO feet for townhouses and multiple family projects. 3. Lot Depth: ISO feet. 4. Maximum Lot Coverage: 3S% S. Setbacks: A. Front yard: 2S feet. B. Rear yard: 2S feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: three stories/4O feet. B. Accessory Structure: one story/IS (eet. SECTION S. "R-12" HIGH DENSITY RESIDENTIAL DISTRICT S-S-I INTENT. Townhouses and multi.family residential structures at a max- imum density of twelve dwelling units per acre. S-S-2 The following uses are permitted in an "R-Z" district: I. Townhouses, two.family dwellings and multi-family dwellings 2. Public and private parks and open space 3. Utility services S-S-3 The following are permitted accessory uses in an "R~12" district: I. Garage 2. Storage building 3. Swimming pool 4. Tennis court S. Signs 6. Home occupations 7. One dock ' S-S-4 The following are conditional uses in an "R-12" district: Health care facilities 2. Day care center 3. Boarding houses 4. Group home serving from seven to sixteen persons S. Recreational beach lots 6. Temporary real estate office and model home 7. Churches S.S-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in an "R-12" District subject to additional re- quirements, exceptions and modifications set forth in this Ordinance. I. Lot area: 7,Soo square feet per dwelling for two-family dwellings; 3,600 square feet per dwelling unit for townhouses and multi-family dwellings 2. Lot Frontage: SO feet per dwelling unit for two-family dwellings (ex- cept that lots fronting on a cul-de-sac shall be 50 feet in width at the building setback line for two-family dwellings); ISO feet for townhouses and multiple family projects. 3. Lot Depth: ISS feet. 4. Maximum Lot Coverage: 3S% S. Setbacks: A. Front yard: 2S feet. B. Rear yard: 2S feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: three stories/40 feet. B. Accessory Structure: one story/IS feet. SECTION 9. STANDARDS FOR CONDITIONAL USES IN AGRICULTURAL AND RESIDENTIAL DISTRICTS S-9-1 In addition to the standards required by 3-2-3, the following standards shall apply to the conditional uses listed below: I. Bed and Breakfast Establishment ' A. Two (2) off-street parking spaces plus one (I) additional space per rental room must be provided; B. There shall be no more than one employee in addition to the residents; C. Establishment must be owner occupied; D. There shall be S or less rooms for rent; and E. The rooms shall not be rented for more than 7 consecutive days to the same person(s). ' 2. Group Homes for 7.16 Persons A. The structure must be in compliance with the state licensing requirement; B. The structure must be in compliance with local building and fire codes; C. The site will be reviewed annually through a public hearing pro- cess; and D. Septic systems must be in compliance with Ordinance No. lOB, Individual Sewage Treatment Systems. ' 3. Commercial Kennels, Stables and Riding Academies A. The structure must be in compliance with Horse Ordinance No. S6; B. The site must be located on a collector street; and C. The structure must be a minimum of 200 feet from wetland area. 4. Contractor's Yard A. Five acre minimum lot size; B. All storage and yard areas as well as buildings must be set back 100 feet from public or private road right-of,ways and SOO feet from an adjacent single family residence; C. The site must be located along a collector or minor arterial as identified in the comprehensive plan; D. All outdoor storage areas must be completely screened by 100% opaque fencing or berming; E. No two contractor's yards shall be located within one mile of each other; F. Hours of oper,ation shall be from 7 o'clock a.m. to 6 o'clock p.m., Monday through Saturday only (work on Sundays and holidays not permitted); G. 'Light sources shall be shielded; and H. No outside speaker systems. S. Commercial Communication Transmission Tower A. Transmission towers not designed to collapse progressively shall be set back from all property lines a minimum distance equal to the height of the tower. 6. Wholesale Nursery A. The site must be on a collector street or minor arterial as iden- tified in the comprehensive plan; B. Five acre minimum lot size; C. All storage and yard areas as well as bulildings must be set back 100 feet from public or private road right-of-ways and SOO feet from an adjacent single family residence; D. The site must be located along a collector or minor arterial as identified in the comprehensive plan; E. All outdoor storage areas must be completely screened by 100% opaque fencing or berming; F. Hours of operation shall be from 7 o'clock a.m. to 6 o'clock p.m., Monday through Saturday only (work on Sundays and holiday.s not permitted); , 11 If G. Light sources shall be shielded: and H. No outside speaker systems. 7. Churches A. The site shall be located on a collector or arterial roadway as identified in the comprehensive plan or located so that access can be provided without conducting traffic through residen- tial concentration: B. The structure must be set back 50 feet from all property lines; C. Parking areas shall be set back 25 feet from streets and nonresidential property and 30 feet. D. No more than 70 percent of the site is to be covered with im- pervius surface and the remainder is to be suitably landscaped in conformance with Article VIII. E. Churches outside the MUSA line must provide the following for review: I) Location of two (2) drain field sites. 2) Two (2) soil borings on each drainfield site for a total of four (4) soil borings. 3) No percolation tests for drainfield sites where the land sloPe is between zero and 12"10. 4) One (1) percolation test per drain field site where the land slope is between 13"10 and 25"10. 5) Areas where the land slope exceeds 25"10 shall not be con- sidered as a potential soil treatment site. 6) The sewage treatment system must be in conformance with Ordinance 10-B. 7) School and daycare uses accessory to the church use are not permitted unless approved by the City Council. 8. Private Stables A. Compliance with Horse Ordinance No. 56; and B. Stables must be located a minimum of 200 feet from wetland area. 9. State Licensed Day Care Centers A. Site shall have loading and drop off points designed to avoid interfering with traffic and pedestrian movements; B. Outdoor play areas shall be located and designed in a manner which mitigates visual and noise impacts on adjoining residen- tial areas; and C. Shall obtain all applicable state, county, and city licenses. 10. Hospitals - Health Care Facilities . A. Site shall have direct access to collector or arterial street, as defined in the Comprehensive Plan; B. Emergency vehicle access shall not be adjacent to or located across a street from any residential use. 11. Recreational beach lots provided the following minimum standards iue met in addition to such other conditions as may be prescribed in the permit: A. Recreational beach lots shall have at least 200. feet of lake frontage. . B. No siructure, pro table chemical toilet, ice fishing house, camper, trailer, tent, recreational vehicle or shelter shall be erected, maintained or stored upon any recreational beach lot. C. No boat, trailer, motor vehicle, including but not limited to cars, trucks, motorcycles, motorized mini-bike, all-terrain ve- hicle or snowmobile shall be driven upon or parked upon any recreational beach lot. D. No recreational beach lot shall be used for overnight camping. E. Boat launches are prohibited. F. No recreational beach lot shall be used for purposes of over. night storage or overnight mooring of more than three (3) motorized or non-motorized watercraft per dock. If a recrea- tional beach lot if'allowed more than one dock, however, the allowed number of boats may be clustered. Up to three (3) sail boat moorings shall also be allowed. Canoes, windsurfers, sail boards, and small sail boats may be stored overnight on any recreational beach lot if they are stored on racks specifically designed for that purpose. No more than one (I) rack shall be allowed per dock. No more than six (6) watercraft may be stored on a rack. DOCking of other watercraft or seaplanes is permissi- ble at any time other than overnight. G. No dock shall be permitted on any recreational beach lot unless it has at least 200 feet of lake frontage and the lot has at least a 100 foot dePth. No more than one dock may be erected on a recreational beach lot for every 200 feet of lake frontage. In addition, 30,000 square feet of land is required for the first dock aDd an additional 20,000 square feet is required for each addi- tional dock. No more than three (3) docks, however, shall be erected on a recreational beach lot. , H. No recreational beach lot dock shall exceed six (6) feet in width, and no such dock shall exceed the greater of the following lengths: (a) fifty (SO) feet of, (b) the minimum straight-line distance necessary to reach a water depth of four (4) feet. The width (but not the length) of the cross-bar of any "T" or "L n shaped dock shall be included in the computation of length described in the preceding sentence. The cross-bar of any such dock shall not measure in excess of twenty-five (25) feet in length. I. No dock shall encroach upon any dock set-back zone, provid-. ed, however, that the owners of any two abutting lakeshore sites may erect one common dock within the dock set.back zone appurtenant to the abutting lakeshore sites, if the common dock is the only dock on the two Iakeshore sites and if the dock other- wise conforms with the provisions of this Ordinance. J. No sail boat mooring shall be permitted on any recreational beach lot unless it has at least 200 feet of lake frontage. No more thlm one sail boat mooring shall be allowed for every 200 feet of lake frontage. . K. At least eighty percent (80"10) of the dwelling units, which have appurtenant rights of access to any recreational beach lot, shall be located within at least one thousand (1,000) feet of the recrea- tional beach lot. L. An recreational beach lots, including any recreational beach lots established prior to the effective date of this Ordinance may be used for swimming beach purposes, but only if swimming areas are clearly delineated with marker buoys which conform to United States Coast Guard standards. M. Each recreational beach lot shall have a width, measured both at the ordinary high water mark and at a point one hundred 100) feet landward from the ordinary high water mark, of not less than four (4) lineal feet for each dwelling unit which has appurtenant rights of access to the recreational beach lot ac- cruing to the owners or occupants of that dwelling unit under applicable niles of the homeowner association or residential housing developers. N. Overnight docking, mooring, and storage of watercraft, where allowed, is restricted to watercraft owned by the owner/occu- pant or renter/occupant of homes which have appurtenant right of access to the recreational beach lot. 0.. The placement of docks, buoys, diving ramps, boat racks, and other structures shall be indicated on a site plan approved by the City Council. . 13. Electrical substations subject to the following conditions: A. The substation must be served by a collector or major arterial street as designated in the Comprehensive Plan. B. The substation will not have sanitary facilities and will not be used for habitation. C. Thesubstantion will be located on at least five (5) acres of . property, D. A six (6) foot high security fence surround the substation. E. A landscaping plan be submitted for City approval. F. Substations shall be a minimum of SOO feet from sillgle family residences. SECTION 10. "BN" NEIGHBORHOOD BUSINESS DISTRICT 5-10-1 INTENT. Limited low intensity neighborhood retail and service establishments to meet daily needs of residents. 5-10-2 The following uses are permitted in a "BN" district: 1. Convenience stores without gas pumps 2. Neighborhood oriented retail shops 3. Self-service laundries 4. Dry cleaning and laundry pick-up stations 5. Day care center 6. Personal service establishments 7. Professional offices 8. Small appliance and shoe repair shops 9. Health services' 10. Veterinary clinics II. Utility services 12. Shopping center 13, Private clubs and lodges 14. Community center , 5.10-3 The following are permitted accessory uses in a "BN" district: 1. Parking lots 2. Car wash (when accessory to automotive service station) 3. Signs 5-10-4 The following are conditional uses in a "BN" district: I. Convenience store with gas pumps 2. Automotive service stations 3. Drive-in banks including automated kiosks 4. Temporary outdoor display of merchandise for sale S. Standard restaurants 6. Bed and breakfast establishments S-10-5 Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "BN" District subject to additional requirements, exceptions and modifications set foith in this Ordinance. 1. Minimum District Area in Acres: three (3). This requirement may be waived if expansion .of existing district. 2. Minimum Lot Area: IS,OOO square feet. 3. Minimum Lot Frontage: 75 feet (except lots fronting on a cul-de- sac shall have a minimum 60 foot frontage in all districts.) 4. Minimum Lot Depth: ISO feet. S. Maximum lorcoverage, including an structures and paved surfaces shall be 6S"10. , 6. Setbacks. Off-street parking areas shall comply with all yard re- quirements of this Section, except that no rear yard parking setback shall be required for lots directly abutting railroad trackage; and, no side yard shall be required when adjoining commercial uses establish joint off-street parking facilities, as provided in Section 7-1.7, except that no parking areas shall be permitted in any required side street side yard. Minimum rear yard shall be 50 feet for lots directly abuttlog any Residential District. Side streets side yards shall be a minimum of 2S feet. A. Front yard: 35 feet. B. Rear yard: 30 feet. . C. Side yard: IS feet. 7. Maximum Height: A. Principal Structure: one story. B. Accessory Structure: one story. SECTION II. "BH" HlGHWA YAND BUSINESS SERVICES DISTRICT 5-11-1 INTENT. Highway oriented commercial development restricted to a low building profile. 5-11-2 The following uses are permitted in a "BH" district: 1. Financial institutions 2. Fast food restaurant 3. Automotive service stations 4. Standard restaurants 5. Motels and hotels 6. Offices 7. Retail shops 8. Miniature golf 9. State licensed day care center 10. Car wash II. Convenience store with or without gas pumps 12. Personal service establishment 13. Liquor stores 14. Health services 15. Utility services 16. Shopping center 17. Private clubs and lodges 18. Community center 19. Funeral homes 5-11-3 The following are permitted accessory uses in a "BH" district: Signs 2. Parking lots 5-11-4 The following are conditional uses in a "BH" district: 1. Outdoor display of merchandise for sale 2. Supermarkets 3. Small vehicle sales 4. Screened outdoor storage S-II.S Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "BH" District subject to additional requirements, exceptions and modifications set forth in this Ordinance. Minimum District Area in Acres: ten (10). (May be waived by con. ditional user permit if expansion of existing district.) 2. Minimum Lot Area: 20,000 square feet. 3. Minimum Lot Frontage: 100 feet (except lots fronting on a cul-de. sac shall have a minimum 60 foot frontage in all districts). 4. Minimum Lot Depth: ISO 'feet. S. Setbacks. Off-street parking areas shall comply with all yard re- quirements of this Section, except that no rear yard parking setback shall be required for. lots directly abutting railroad trackage; and, no side yard shall be required when adjoining commercial uses establish joint off-street parking facilities, as provided in Section 7-1-7, except that no parking areas shall be permitted in any required side street side yard. Minimum rear yard shall be 50 feet for lots directly abutting any Residential District. Side street side yards shall be a minimum of 2S feet. A. Front yard: 25 feet. B. Rear yard: 20 feet. C. Side yard: 10 feet. 6. Maximum Lot Coverage: 6S"10 7. Maximum Height: A. Principal Structure: two stories B. Accessory Structure: one story. SECTION 12. "CBD" CENTRAL BUSINESS DISTRICT S-12-1 INTENT. Downtown business develQpment supporting a strong central business district while enhancing the overall character of the communi- ty in conformance with downtown redevelopment plan, goals and objectives. S-12-2 The following uses are permitted in a "CBD" district: 1. Bowling center 2. Retail shops 3: Offices 4. Standard restaurants 5. Liquor stores 6. Entertainment 7. Convention and conference facilities 8. Financial institutions 9. Health care facilities 10. Hotels 11. Specialty retail (including but not limited to jewelry, book, sta- tionery, bible, camera, pets, arts and crafts, sporting goods) 12. Supermarkets 13. State licensed day care center as part of shopping center 14. Personal service establishments IS. Shopping center 16. Health and recreation clubs 17. Fast food restaurants as part of shopping center 18. Utility services 19. Personal services_ 20. Apparel sales 21. Bars and taverns 22. Qubs and lodges 23. Convenience stores without gas pumps 24. Cultural facilities 2S. Department stores 26. Home furnishings 27. Newspaper offices 28. Multiple family dwellings, including senior citizen housing 29. Print shops 30. Community.center 31. Hardware goods 5-12-3 The following are permitted accessory uses in a "CBD" district: 1. Parking lots and ramps 2. Signs S-12-4 The following are conditional uses in a "CBD" district: 1. Temporary outdoor display of merchandise for sale 2. FreestandlIig fast food restaurants 3. Farmer's Market 4, Convenience store with gas pumps S-I2-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "CBD" District subject to additional requirements, exceptions and modifications set forth in this Ordinance. f"" Ch~Ilhassen Zoning Ordlnance Page Five' 1. Minimum .Lot Area: 10,000 square feet. 2. Minimum Lot Frontage: 100 feet (exCept lots fronting on a cul-de- sac shall have a minimum 60 foot frontage in all districts). 3. Minimum Lot Depth: 100 feet. 4. No maximum lot coverage. 5. Setbacks. There are no minimum requirements for front; rear or side yard. 6. There are no maximum height requirements for principal or ac. cessory structures. SECTION 13. "BG" GENERAL BUSINESS DISTRICT S-I3-1 INTENT. Downtown fringe commercial development identified as the least restricted business district. S-13-2 The following uses are permitted in a "BG" district: 1. Bowling center 2. Day care center 3. Convenience stores with or without gas pumps 4. Standard restaurants S. Entertainment 6. Apparel sales 7. Personal services 8. Health and recreation clubs 9. Specialty retail (including but not limited to jewelry, book, sta- tionery, bible, camera, pets, arts and crafts, sporting goods) 10. Small appliance and similar repair shops I\. Funeral homes 12. Financial institutions, including drive-in service 13. Newspaper and small printing offices 14. Private clubs and lodges IS. Miniature golf 16. Veterinary clinic 17. Animal hospital 18. Offices 19. Health care facilities 20. Motels 21. Supermarkets 22. Home improvement trades building supply centers 23. Garden centers 24. Utility services 2S. Bars and taverns 26. Fast food restaurants 27. Automotive service stations 28. Community center 29. Senior citizen housing 5-13-3 The following are permitted accessory uses in a "BG" district: 1. Parking lots . 2. Signs 5-13-4 The following are conditional uses in a "BG" district: , 1. Outdoor display of merchandis.e for sale or rent 2. Truck; automobile, farm implement, recreational vehicles and boat sales and service 3. Equipment rental 4. Screened. outdoor storage 5. Major auto repair and body shops S-13-S Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "BG" District subject to additional requirements; exceptions and modifications set forth .in this Ordinance. , 1. Minimum. Lot Area: 20,000 square feet. 2. Minimum Lot Frontage: 100 feet (except lots fronting on a cul-de- sac shall have a minimum 60 foot frontage in all districts). 3. Minimum Lot Depth: ISO feet. 4. Maximum lot coverage: 70"10. 5. Setbacks. Off-street parking areas shall comply with all yard reo quirements of this section, except that no rear yard parking setback shall be required for lots directly abutting railroad trackage; and, no side yard shan be required when adjoining commercial uses establish joint off-street parking facilities, as provided in Section 7-1-7, except that no parking areas shall be permitted in any required side street side yard. Minimum rear yard shall be 50 feet for lots directly abutting any Residential District. Side street side yards shall be. a minimum of 25 feet. A. Front yard: 25 feet. B. Rear yard: 2S feet. C. Side )'lIrd:IO feet. 6. Maximum Height: A. Principal Structu~e: three stories/4O feet B. Accessory Structure: two stories SECTION 14. "BF" FRINGE BUSINESS DISTRICT S-I4-IINTENT. Accommodate limited commercial uses without urban services. 5-14-2 The folowing are conditional uses in a "BF" district: I. Automotive service station without car washes 2. Truck/Trailer rental 3. Utility services 4. Outdoor display of merchandise for sale 5. Cold storage and warehousing 5-14-3 The following are permitted accessory uses in a "BF" district: 1. Parking lots 2. Signs 5-14-4 Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "BF" District subject to additional requirements, exceptions and modifi~tions set forth in this Ordinance. 1. Minimum Lot Area: 20,000 square feet. 2. Minimum Lot Frontage: 100 feet (except lots fronting on a cul-de- sac shall have a minimum 60 foot frontage in all districts). 3. Minimum Lot Depth: 150 feet. 4. Maximum Lot Coverage: 40"10. 5. Setbacks. Off-street parkinll areas shall comply with all yard re- quirements of this Section, except that no rear yard parking setback shall be required for lots directly abutting railroad trackage; and, no side yard shall be required when adjoining commercial uses establish joint off-street par,king facilities, as provided in Section 7.\-7, except that no parking areas shall be permitted in any required side street side yard. Minimum rear yard shall be 50 feet for lots directly abutting any Residential District. Side street side yards shall be Ii minimum of 25 feet in all districts. A. Front yard: 25 feet. B. Rear yard:.2O feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: one story B. Accessory Structure: one story. SECTION 15. "01" OFFICE AND INSTITUTIONAL DISTRICT 5-15-1 INTENT. Public or quasi-public nonprofit uses and professional, business and administrative offices. 5-IS-2 The following uses are permitted in an "01" district: I. Schools 2. Churches 3. Public buildings 4. Post office 5. Fire station 6. Library 7. Museum 8. Health services/hospitals 9. Nursing homes 10. Community center 11. Public recreational facilities 12. Utility services 13. Professional, business, and administrative offices 14. Funeral homes 5-IS-3 The fonowing are permitted accessory uses in an "01" district: 1. Parking lots 2. Signs S-I S-4 The follQwing are conditional uses in the "01" district: 1. Adaptive reuse of vacant public or private school buildings for private business uses. 5-15-5 Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "01" District subject to additional requirements, exceptions and modifications set forth in this Ordinance. 1. Minimum Lot Area: 15,000 square feet. 2. Minimum Lot Frontage: 75 feet (except lots fronting on a cul-de- sac shan have a minimum 60 foot frontage). 3. . Minimum Lot Depth: ISO feet. 4. Maximum lot coverage: 65"10 5. Setbacks. Off-street parking areas shall comply with all yard re- quirements of this Section, except that no rear yard parking setback shall be required for lots directly abutting railroad trackage; and,12 Page Six Chanhassen Zoning Ordinance no side yaid, shall be required when adjoining commercial uses ' establish joint off-street parking fal:ilities, as provided in Section 7-1-7, except that no parking areas shall lie permitted in any required side ,street side yaid. Minimum rear yard shall be 50 feet for lotS directly abutting any Residential District. Side street side yards shall be a minimum of 25 feet. A. Front yard: 35 feet. B. Rear yard: 30 feet. C.Side yaid: IS feet. 6. Maximum Height: A. Principal Structure: two stories B. Accessory Structure: one story. SEcrlON 16. "lOP" INDUSTRIAL OFFICE PARK DISTRICT 5-16-1 INTENT. Area identified for large scale light industrial and commer- cial planned development. ' 5-16-2 The following uses are permitted in an "lOP" district: 1. Offices ' 2. Warehouses 3. Light manufacturing 4. Trade shops 5. Health services 6. Printers 7. Indoor health and recreation clubs S. Body shops 9. Utility services 10. Recording studios II. Off.premises parking lots 12. Conference/Convention centers 5.16-3 The following are permitted accessory uses in an "lOP", district: 1. Parking lots and ramps 2. Signs 3. Retail sales of producis stored or manufactured on the site provid- ed no more than 20"!0, of the floor space is used for retail sales 5-16-4 The following are conditional uses in an "lOP" district: I. Concrete mixing plants 2. Communication transmissio.n towers 3. Public buildings 4. Motor freight terminals 5. Outdoor health and recreation clubs 6. Screened outdoor storage 7. Research laboratories S. Contracting yards 9. Lumber yards 10. Home improvement trades II. Hotels and motels 12. Food processing 5.16-5 Lot Requirements and Setbacks. The following minimum requirements shall be observed in a "lOP" District subject to additional requirements, exceptions and modifications set forth.in this Ordinance. 1. Minimum Lot Area: one acres. ' 2. Minimum Lot Frontage: .ISO feet (except lots fronting on a cul-de- sac shall have a minimum 60 foot frontage). 3. Minimum Lot Depth: 200 feet. 4. Maximum lot coverage: 700/0. 5. Setbacks. Off-street'parking areas shall comply with all yard re- quirements of this Section, except that no rear yard parking setback shall be required for lots directly abutting railroad trackage; and, no side yard' shall be required when adjoining commercial uses, establish joint off-street parking facilities, as provided in Section 7-1-7, except that no parking areas shall be permitted in any required side street side yard. Minimum rear yard shall be 50 feet for lots directly abutting any Residential District. Side street side yards shall be a minimum of 25 feet in all districts. A. Front yard: 30 feet. ' B. Rear yard: 10 feet. C. Side yard: 10 feet. 6. Maximum Height: A. Principal Structure: four stories/50 feet. B. Accessory Structure: one story. SECTION 17. STANDARDS FOR CONDITIONAL USES IN THE BUSINESS, OFFICE, INSTITUTIONAL, AND INDUSTRIAL DISTRICTS 5.17.1 In addition to the standards reQuired by 3.2.3, the following standards shall apply to the conditional uses listed below: 1. Automotive Service Stations A. No unlicensed or inoperable vehicles shall be stored on premises except in appropriately designed' and screened storage areas; B. All repair, assembly, disassembly and maintenance of vehicles shall occur within closed building except minor maintenance including, but not limited to tire inflation, adding oil and wiper replacement; , C. No public address system shall be audible from any residential parcel; D. Stacking areas deemed to be appropriate by the city shall meet parking setback requirements; and E. No sales, storage or display of used automobiles or other vehicles such as motorcycles, snowmobiles, or all-terrain vehicles; F. Disposal of waste' oil shall comply with PCA regulations. 2. Adaptive reuse of surplus or vacant public or private buildings for private business uses.. subject to the following criteria: A. Only non-retail business uses shall be permitted and all such uses shall be conducted only within an existing building; no out- door storage or other outdoor business activities shall be per- miited on the property except acc~sory parking and loading, and the use of the premises for recreational activities for which such facilities are designed. B. Exterior alteration, except for approved signage, which in- dicates from the exterior that the building is being utilized for other than educational purposes shall be prohibited. C. No noxious or offensive trades, services or activities shall be conducted Within the building nor shall anything be done on any site which may be or ,become an ,annoyance or nuisance to the adjoining neighborhood by reason of unsightliness or excessive emission of odors, fumes, smoke, vibration, dirt, dust, glare, wastes or noise. ' D. Business identification signage shall be limited to one business directory.type sign which identifies only the names of businesses located within the building. , E. Off-street parking spaces and loading facilities shall be provided for each use in a manner consistent with the minimum parking and loading requirements of this Ordinance for each specific use. In no case shall any existing parking or loading area be enlarged unless specifically approved by the issuance of a Con- ditional Use Permit. 3. Banks - Drive-Through. Drive.through facilities and stacking areas shall be subject tO'the following requirements: A. Shall not be located adjacent to any residential lot lines; B. Shall be provided with a suitable visual screen from adjacent properties; and C. Stacking for six cars per aisle shall be provided within applicable parking lot setbacks. ' 4. Bed and Breakfast Establishment A. Two (2) off-street parking spaces plus one (I) additional space per rental room must be provided: B. There shall be no more than one employee in addition to the residents; C.' Establishment must be owner occupied; D. There shall be 5 or less rooms for rent; and E. The rooms shall not be rented for more than 7 consecutive days to the same person(s). 5. Communiction Transmission Tower.' Transmission towers not designed to collapse progressively shall be set back from all proper- ty lines a minimum distance equal to the height of the tower. 6. Convenience Store with Gas Pumps A. No unlicensed or inoperable vehicles shall be stored on premises; B. No repair, assembly or disassembly of vehicles;' C. No pul?lic address system shall be audible from any residential parcel; , D. Gas pump stacking area deemed to be appropriate by the city shall not intrude into any required setback area; and E. No sales, storage or display of used automobiles or other vehicles such as motorcycles, ,snowmobiles, or all-terrain vehicles . 7. Restaurants - Fast Food A. Site shall be located only on sites having direct access to minor C. In any PUD, no clear cutting of woodland areas shall be per. , arterial streets, collectors or service roads; mitted. Shade trees of six inches or more caliper shall be saved B. Public address system shall not be audible from any residen- unless it can be demonsti'ated that there is no other feasible way Hal parcel; to develop the site. The Council may require replacement 'of C. Stacking areas for drive-through windows shall conform to ap- any removed trees on a caliper inch per callper inch basis. At propriate parking setbacks; 'and least one tree per, lot shall be incorporated into the plan, such D. Building shall be set back at least 100 feet and screened from tree shall be a minimum of 2 caliper inches. Coniferous trees 8.!1y adjacent property designated for residential use in the Com- shall be a minimum of 6 feet in height. This is not to preclude prehensiv'e Plan. the removal of diseased or dead trees. S. Restaurants - Standard 5-1S-4 COORDINATION WITH SUBDIVISION REGULATIONS. Subdivi- A. Shall not be permitted within 100 feet of any residential parcel. sion review under the subdivision regulations shall be carried out 9. Temporary Outdoor Display of Merchandise for Sale simultaneously with the review of a PUD. The plans required under this A. Length of display will be determined by the City Council; chapter shall be submitted in addition to or in a form which will satisfy B. Screening.shall be provided from residential and office business the requirements of the subdivision'ordinance for the preliminary and property; final plat. C. No public address system shall be audible from any residential 5-IS-5 CONTROL OF PLANNED UNIT DEVELOPMENT DURING CON- property; STRUcrlON AND FOLLOWING' COMPLETION. D. Site shall be kept in a neat and orderly fashion; I. The use of the land and the construction, modification or altera- E. No uses shall be permitted in required parking or building set- tion of any buildings or structures shall be governed by the final back areas; and development plan. F. Display shall not be permitted within 100 feet of any residen- 2. After the certi.ficate of occupancy has been issued, no changes shall tial parcel. be made in t1ie approved final development plan except: 10. Truck, Auto or Boat Sales A. Any minor extensions, alterations or modifications of existing A. No vehicles which are unlicensed and inoperative shall be stored buildings or structures may be authorized by the City Planner on the premises: if they are consistent with the purposes and intent of the final B. All repair, assembly, disassembly or maintenance of vehicles plan. No change authorized by this section may increase the shall occur within a closed building except minor maintenance, bulk of any building or, structure by more than ten percent including, but not limited to, tire inflation, adding oil and wiper (10%). replacement; B. Any building or structure that is totally or substantially C. No outside storage or display except vehicles for sale or rent; destroyed may be reconstructed only in compliance with the D. No public address syst~m shall be audible from any residential final development plan unless an amendment to the final property; ,development plan is approved. E. Parking setback shall be applicable for car or truck storage or C. Changes in uses, any rearrangement of. lots, blocks and building waiting areas; tracts, changes in the provision of common open spaces, and F. No test driving of vehicles on local residential streets; all other changes to the approved final development plan may G. Shall maintain a landscaped buffer 100 feet from any residen, be made only after a public hearing conducted by the Planning tial zoning district; and Commission and upon final approval by the City Council. Any H. All vehicle dealers shall be licensed by the state. changes shall be recorded as amendments to the final develop- SEcrlON IS. PLANNED UNIT DEVELOPMENT DISTRICT (PUD) ment plan. 5-IS-1 INTENT. Planned unit developments are to provide for and encourage 3. If in the opinion of the City, development has not progressed creative site planning and subdivisions of high quality through the use of: reasonably well according to the approved schedule, the developer 1. Variety. Within a comprehensive site design concept a mixture of shall be required to submit a statement to the City setting forth land uses, housing types, and densities. reasons for the lack of progress. The Planning Commission may in- 2. Sensitivity. Through the departure from the strict application of re- itiate rezoning to eliminate the PUD zoning classification if it finds quired setbacks, yard areas, lot sizes, and other minimum re- that the development has not occurred according to the adopted quirements, and performance standards associated with traditional schedule, it shall not be necessary for the City Council to find that zoning, planned unit developments can maximize the development the rezoning to a PUD was in error. potential of land while remaining sensitive to its unique and valuable 4. The construction and provision of all of the common open space natural characteristics. ' and public'improvements and recreational facilities which are shown 3. Efficiency. The more efficient use of land and public services, con- on the final development plan must proceed at the same rate as the solidation of areas' for recreation reductions in street lengths and ' construction of dwelling units or other private facilities. 5-IS.6 PROCEDURE FOR PROCESSING A PLANNED UNIT DEVELOPMENT: I. Preapplication Conference. Prior to ftling'an application for PUD, the applicant shall attend a conference with the City. The primary purpose of the conference shall be to provide the applicant with an opportunity to gather information and obtain guidance on the general merits of the proposal and its conformity to the provisions of this Ordinance before incurring substantial expense. 2. General Concept Plan: A. The General Concept Plan prov,ides an opportunity for the ap- plicant to submit a plan to the City showing the basic intent and the general nature of the entire development without in- curring substantial cost. The plan shall include the following: I) Overall gross and net density. 2) Identification of each lot size and lot width. 3) General location of major streets and pedestrian ways. 4) General location and extent of public and common open space. 5) General location and type of land uses and intensities of development. 6) Staging and time schedule for development. 7) The tentative written consent of all property owners within the proposed PUD shall be filed with the City before the staff commences review. Approval of the concept statement shall not obligate the City to approve the final plan or any part thereof or to rezone the property to a planned unit development district. The final acceptance of land uses is subject to'the following procedures. B. Schedule. I) Developer meets with the City staff to discuss the propos- ed developments. 2) The applicant shall file the concept stage application and concept plan, together with all supporting data. 3) The Planning Commission shall conduct a hearing and report its findings and make recommendations to the City Council. Notice of the hearing shall consist of a legal pro- perty description, description of request, and be publiShed in the official newspaper at least ten (10) days prior to the hearing, written notification of the hearing shall be mailed at least ten (10) days prior thereto to owners of land within five hundred (500) feet of the boundary of the property and an on-site notification sign erected. 4) Following the receipt of the report and recommendations from the Planning Commission the City Council shall con. sider the proposal. If the Planning Commission fails to make a report within sixty (60) days after receipt of the ap- , plication', then the City Council may proceed without the report. The Council may approve the concept plan and at- tach such conditions as it deems reasonable. Approval shall require a 4/5 vote of the entire Council. 3. Development Stage. Foll'1wing general concept approval, the appli- cant shall submit the development stage application, preliminary plat and fee. If appropriate because of the limited scale of the proposal, the concept stage and preliminary plan stages may proceed simultaneously. A. The applicant shall file the development plans and preliminary plat, together with all supporting data. B. With the appropriate notifications, the Planning Commission shall conduct the hearing onthe preliminary plat and the rezon- ing and report its findings and make recommendations to the City Council for their action. ' C. The Development Stage shall include but not be limited to: I) A preliminary plat and information required by the City subdivision ordinance. ' 2) Approved development plan drawn to a scale ,of not less than one (I) inch equals one hundred (100) feet containing at least the following information: a) Proposed name of the development. b) Property boundary lines and dimensions of the proper- ty and any significant topographical or physical features of the property. c) The location, size, use and arrangement including height in stories and feet and total square feet of ground area coverage and floor area of proposed buildings, and existing buildings which will remain, if any. . d) Location, dimensions of all driveways, entrances, curb cuts, parking stalls, loading spaces and access aisles, and all other circulation elements including bike and pedestrian; and the total site coverage of all circula. tion elements. e) Location, designation and total area proposed to be conveyed or dedicated for private and public open space, including parks, playgrounds, school sites and recreational facilities. f) Th~ location, use and size of structures and other land uses located within 200 feet of the property boundary. g) A natural resource analysis identifying existing vegeta- tion areas consisting of forest and wood lots as well as wetlands and wetlands vegetation; the geology, slope, soil and groundwater characteristics of the site; existing lakes, streams, ponds, drainage swales, runoff settling areas, and flood plains must, be identified; analysis of the relationship of the proposed use of the existing natural conditions listed above. Also, a proposed landscaping plan, including location other utility related expenses. 4. Density. An increase/transfer for density may be allowed at the sole discretion of the City utilizing the following factors: A. The area where the density is transferred must be within the project area and owned by the proponent. B. Density transfer in single family detached area will be evaluated using the items listed in Section IS-3 (A). Density transfer eligi- ble for multiple family areas are not permitted to be applied to single family areas. C. Density transfer for other projects other than, single family detached development shall be evaluated based on the standards in Section IS-3 (B). D. In no case shall the overall density of the development exceed the gross density ranges identified in the Comprehensive Plan. 5. District Integration. The combination of uses which are allowed in separate zoning districts, such as: A. Mixed residential allowing both densities and unit types to be varied within the project. B. Mixed residential with increased density acknowledging the greater sensitivity of PUD projects. . C. Mixed land uses with the integration of compatible land uses within the project. ' , 6. Parks and Open Space. The creation of public open space may be required by the City. Such park and open space shall be consistent with the Comprehensive Plan and overall trail plan. 5-IS-2 ALLOWED USES. A POD may include only those uses consistent with the general land use category for the area on the official Comprehen- sive Plan. Specific uses and performance standards for each PUD shall be delineated in a development plan. 5-IS-3 REQUIRED STANDARDS. The City shall consider the proposed PUD from the point of view of all standards an~ purposes of the Comprehen- sive Land Use Plan to coordinate between the proposed development and the surrounding uses. The City shall 'consider the location of buildings, compatibility, parking areas and other features with respect to the topography of the area and ex1sting natural features; the efficiency, adequacy and safety of the proposed layout of streets; the adequacy and location of green areas; the adequacy, location and screening of non- compatible'land uses and parking areas. A. In developments where single family detached areas are pro- posed. the following standards shall apply: 1. The average lot size may be reduced below 15,000 square feet if in the opinion of city staff, commission and coun- cil, the plan includes features desirable to the City. A max- imum reduction of up to 10% below 15,000 square feet may be granted if the proposal contains Items in the list below or proposes other features which are also above and beyond standard development requirements. In no case, however, shall the average lot size fall below 13,500 square feet or the minimum lot size fall below 12,000 square feet. ITEMS Housing variety including differentiation in housing types, housing exteriors 'and floor plans. , Preservation of natural site features, wetlands, lowlands, wooded areas, etc. not protected by the DNR or City Ordinances. Creation of park/public areas for active and passive park use or other public purposes such as schools, public buildings, etc. which meet the intent of the Park and Recreation Chapter of the Comprehensive Plan. Installation of public improvements designed to serve areas beyond the project boundary. Installation of off-street pedestrian ways. , A reasonable number of available lots are designed' for solar/energy conservation housing. Landscaping plan showing additional boulevard trees, rear yard treatments, buffering from existing developments, etc., beyond required standards. Preservation of historically significant sites; Other features deemed appropriate by the City Council. Wetlands already protected by the Department of Natural ResourceS'of the City's Wetland Ordinance will not be con- sidered for density transfer. 2. The minimum single family detached lot width is SO feet at the building setback line. 3. 50'70 of the single family lots must contain at least 15,000 square feet. 4. In calculation of the average'lot size, each lot size in excess of 20,000 square feet shall be calculated to contain only 20,000 square feet. S. Lot sizes adjacent to existing developments shall approx- imate in lot size and lot width. B. In development where uses other than single family detached structures are proposed, the City may consider a density transfer upon proof by the applicant that some of the following features are being provided: ,preservation of natural site features, wetlands, lowlands, wooded areas, etc. not protected by the DNR or City ordinances; creation of park/public areas for ac- tive park use or other public purpose such as schools, public buildings, etc. which meet the intent of the Park and Recrea- tion Chapter of the Comprehensive Plan; installation of public improvement designed to serve areas beyond the project boun- dary; installation of off.street pedestrian ways; structure design conducive to solar energy features; landscaping plan showing additional boulevard trees, rear yard treatments, buffering from existing developments, etc., beyond required standards.13 of existing plants, identification of species, caliper size and acreage. , h) LOcation, type and size of all graphics and signage. i) Any other information that may Jlave been required by the Planning Commission or Council in conjunction with the approval of the general concept plan. 3) An accurate legal description of the entire area within the PUD for which fmal development plan approval is sought. 4) A tabulation indicating the number of residential dwelling units and expected population. 5) A tabulation indicating the gross square footage, if any, of commercial and industrial floor space by type of activity. 6) Preliminary architectural "typical" plans indicating use, floor plan, elevations and exterior wall fmishes of propos- ed building, includirig'manufactured homes. 7) Preliminary grading and site alteration plan illustrating changes to existing topography and natural site vegetation. The plan should clearly reflect the site treatment and its conformance with the approved concept plan. 8) A Soil Erosion Control Plan acceptable to watershed districts, Department of Natural Resources, Soil Con- serVation Service, or any other agency with review authority clearly illustrating erosion control measures to be used dur- ing construction and as permanent measures. 9) Protective covenants and Homeowners Association bylaws. D. The City may request additional information from the appli- cant concerning operational factors or retain expert testimony at the expense of the applicant concerning operational factors. 4. Final Stage. Following preliminary plat approval, the applicant shall prepare and submit the fmal plat and execute the development con- tract prepared by the City. If appropriate because of the limited scale of the proposal, the, preliminary and final plats may proceed simultaneously., The City Council shall then consider the submis- sion for fmal approval and rezoning to P.U .0. SECTION 19. FLOOD PLAIN OVERLAY DISTRICTS 5-19-1 Purpose. A district to provide for the protection and preservation of water channels and those portions of the adjoining flood plains which are required to carry and discharge a regional flood and are subject to inundation by regional floods. It is the inient of this district to be ap- plied to those areas which if left unrestricted could result in loss of life and property, health and safety hazards, disruption of commerce, utilities and governmental services, extraordinary public expenditures for floodplajn protection and relief and impairment of the tax base. This district is created and applied in accordance with Minnesota Statutes, Chapters 104 and 462. 5-19-2 General Provisions: 5-19-3 This Ordinance shall" apply to all lands in Chanhassen shown on the Flood Boundary and Floodway Map, Community Panel No. 2700510005B effective July 2, 1979; and Community Panel No. 2700510010B effective date July 2, 1979; and the Flood Insurance Rate Map, Community Panel No. 2700510005B effective date July 2, 1979; and Community Panel No. 2700510010B effective date July 2, 1979, as being located within the boundaries of the F1oodway, Flood Fringe, or General Floodplain Overlay Districts, copies of which are on file with the City. ' 5-19-4 The Regulatory Flood protection Elevation shall be an elevation no lower than two feet above the elevation of the regional flood plus any increases in flood elevation caused by encroachment on the flood plain thai result from designation of a floodway. . 5-19-5 The boundaries of the zoning districts shall be determined by scaling distances on the Official Zoning Map. Where interpretation is needed as to the exact. location of the boundaries of the district as shown on the Official Zoning Map, as for example where there appears to be a conflict between a mapped boundary and actual field conditions, the Board of Adjustment and Appeals' shall make the necessary interpreta- tion based on elevation on the regional (100 year) flood prome and other available technical data. Persons contesting the location of the district boundaries shall be given a reasonable opportunity to present their case to the City Council and to submit technical evidence. 5-19-6 This Ordinance does not imply that areas outside of flood plain districts or land uses permitted within such districts will be free from flooding . or flood damages. This Ordinance shall not create liability on the part of the City of Chanhassen or any officer or employee thereof for any flood damages that result from reliance on this Ordinance or any ad- ministrative decision lawfully made thereunder. 5-19-7 The flood plain areas within the jurisdiction of this Ordinance are hereby divided into three districts: Floodway (FW), Flood Fringe (FF), General Flood Plain (GFP), as designated in the following sections. The Flood Plain District shall be applied to and superimposed (overlayed) upon all zoning districts. The regulations and requirements imposed by the Flood Plain District shall be in addition to those established for districts that jointly apply. The more restrictive requirements shall control. 5 -19-8 The F100dway District and Flood Fringe District shall include those areas designated as floodway in the flood insurance study. ' 5-19-9 General Flood Plain District. The General Flood Plain District shall in- clude those areas designated as unnumbered A zones on the flood in- suralice rate map. The boundaries of the foregoing districts shall be adopted as part of the Official Zoning Map. SECTION 20. FLOODWAY DISTRICT (FW) 5-20-1 Permitted Uses. The following uses have a low flood damage potential and do not obstruct flood flows. These uses shall be permitted within the F100dway District to the extent that they are not prohibited by any other ordinance or watershed district regulations and provided they do not require structures, fill, or storage of materials or equipment. In ad- dition, no use within a f100dway district shall be permitted to adversely affect the capacity of the channels or f100dways or any tributary to the mainstream or of ;my drainage ditch, or any other drainage facility or system. 1. Agricultural uses such as general farming, pasture, grazing, outdoor plant nurseries, horticulture, truck farming, forestry, sod farming and wild crop harvesting. , 2. Industrial-Commercial uses such as loading areas, parking areas and airport landing strips. 3. Private and public recreational uses such as golf courses, tennis courts, driving ranges, archery ranges, picnic grounds, boat launch- ing ramps, swimming areas, parks, wildlife and nature preserves, game farms, fish hatcheries, shooting preserves, target ranges, trap and skeet ranges, hunting and fishing areas, and single or multiple purpose recreational trails. 4. Residential uses such as lawns, gardens, parking areas and play areas. 5-20-2 Conditional Uses. The following open space uses require accessory struc- tures or fill or storage of materials or equipment. These uses may be permitted in the F100dway District only after the issuance of a Condi- tional Use Permit as. provided in Section 5-22-4 of this Ordinance. 1. Structures acessory to open space uses. A. Accessory structures shall ,not be designed for human habitation. ' B. Accessory structures; if permitted, shall be constructed and placed on the building site so as to offer the minimum obstruc- tion to the flow of flood waters. I) Whenever possible, structures shall be constructed with the longitudinal axis parallel to the direction of flood flow; and 2) So far as practicable, structures shall be placed approx- imately on the same flood flow lines as those of adjoining structures. C. Accessory structures shall be flood-proofed in accordance with the Minnesota State Building Code, 1982 Edition. 2. Placement of fill. ,- A. Any fill deposited in the f100dway shall be no more than the minimum necessary for use. Generally, fill shall be limited to that needed to grade or landscape for that use' and shall not in any way obstruct the flow of flood waters. B. Spoil from dredging or Sand and gravel operations shall not be deposited in the f100dway unless it can be done in accordance with (A) of this sub-section. C. Fill shall be protected from erosion by vegetative cover. 3. Storage of Materials and Equipment. ' A. The storage or processing of materials that are, in time of flooding, flammable, explosive, or potentially injurious to human, animal or plant life is prohibited. B. Storage of other materials or equipment may be allowed if readily removable from the area within the time available after a flood warniIig. ' 4. Structural Works for Flood Control. Levees, dikes,-and floodwalls shall not be constructed with the limits of the Floodway District. Other structural works for flood control such as dams and channel enlargements that will change the course, current or cross-section of a public water shall be subject to the provisions of Minnesota Statut!=S 1978, Chapter 105. SECTION 21. FLOOD FRINGE DISTRICT (FF) 5-21-1 Permitted Uses. The following uses shall be permitted within the Flood Fringe District to the extent that t1iey are not prohibited by any other ordinance and watershed district regulation. I. Any use permitted in Section 5-20-1. 2. Structures accessory to a permitted use. 3, Residences and other structures constructed on fill so thai the base- ' ment floor or first floor, if there is no basement, is at or above the Regulatory Flood Protection Elevation. The finished fill elevation shall be no lower than tWo (2) feet below the Regulatory Flood Pro- tection Elevation and shall extend at such elevation at least fifteen IS) feet beyond the limits of any structure or building erected thereon. Fill shall be compacted and the slopes shall be protected by riprap or vegetative covering. No use shall be permitted which will adversely affect the capacity of the channels or floodways of any tributary to the main stream, or of any drainage ditch, or any other drainage facility or system. 5-21-2 Conditional Uses. Other uses are permitted only upon the issuance of a Conditional Use Permit subject to the following conditions: I. Residences. Where existing streets, utilities and small lot sizes preclude the use of fill, other methods of elevating the first floor including basements) above the Regulatory Flood Protection Eleva- tion may be authorized, provided that the residence is flood-proofed in accordance with the State Building Code. 2. Residential Basements. Residential basements below the flood pro- tection elevation may be authorized if they are flood-proofed to FP-I classification in accordance with the State Building Code. No floor or portion of a residence below the Regulatory' Flood Protection Elevation may be used for human occupancy. _ 3. Nonresidential Structures. Commercial, manufacturing and in- ' dustrial structures shall ordinarily be elevated on fill so that their first floor (including basement) is above the Regulatory Flood Pro- tection Elevation but may in special circumstances be flood-proofed in accordance with the State Building Code. Structures that are not elevated to above the Regulatory Flood Protection Elevation shall be.f1ood-proofed to FP-I or FP-2 classification as defined by the State Building Code. Structures flood-proofed to FP-3 or FP-4 classification shall not be permitted. 5-21-3 Standards for Flood Fringe Uses. I. Residential Uses. Residences that do not have vehicular access at or above an elevation not more than two feet below the Regulatory Flood Protection Elevation shall not be permitted unless granted a variance. In granting a variance the City shall specify limitations on the period of use or occupancy of the residence. 2. Commercial Uses. Accessory land uses, such as yards, railroad tracks and parking lots may be ai elevations lower than the Regulatory Flood Protection ~Ievation. However, a permit for such facilities to be used by the employees or the general public shall not be granted in the absence of a flood warning system that provides adequate time for evacuation if the area would innundate to a depth greater than two feet or be subject to flood velocities greater than four feet per second upon occurrence of the regional flood. 3. Manufacturing and Industrial Uses. Measures shall be taken to minimize interference with nonnal plant operations especially along streams having protracted flood durations. Certain accessory land uses such as yards and parking lots may be at lower elevations sub- ject to requirements set forth above. In considering permit applica- tions, due consideration shall be given to needs of an industry whose business requires that it be located in flood plain areas. SECTION 22. GENERAL FLOOD PLAIN DISTRICT 5-22-1 Permitted Uses. Permitted uses shall include those uses as permitted by Section 5-20-1 of this Ordinance. 5-22-2 The General Flood i'lain District includes the entire flood plain and does not differentiate between those areas which are floodway and those areas which are flood fringe. Because of this, the City shall determine whether the proposed use is in the f100dway or flood fringe using procedures established in Article V, Section 20 and therefore whether it is allowed or prohibited. 5-22-3 Public Utilities, Railroads. Roads and Bridges: 1. Public Utilities. All public utilities and facilities such as gas, elec- trica!, sewer, and water supply systems to be located in a flood plain shall be flood-proofed in accordance with the State Building Code or elevated above the Regulatory Flood Protection Elevation. 2. Public Transportation Facilities. Railroad tracks, roads and bridges to be located within the FIoodway District shall comply with Sec- tion 5-2-3 of this Ordinance. Elevation to the Regulatory Flood Pro- tection Elevation shall be provided where failure or interruption of these transportation facilities would result in danger to the public safety or where such facilities are essential to the orderly functIon- ing of the area. Minor or auxiliary roads or railroads may \le con- structed at a lower elevation where failure or interruption of transportation services would not endanger the public safety. 5-22-4 Conditional Use Permit: 1. Conditional Use Permit Required. A Conditional Use Permit issued by the City Council in conformity with the provisions of this Or- dinance shall be secured prior to the erection, addition or alteration of any building, structure or portion thereof; prior to the use or change of use of a building, structure or land; prior to the change of a nonconforming use; and prior to the placement of fill or ex- cavation or materials within the flood plain. 2. Application for Use Permit. Application for a Use Permit shall be made on forms furnished by the City and shall include the follow- ing where applicable: plans in duplicate drawn to scale, showing the nature, location, dimensions and elevations of the lot; existing or proposed structures, fill, or storage of materials; and the location of the foregoing in relation to the stream channel. 3. Certificate of Zoning Compliance for a New, Altered, or Noncon- forming Use. It shall be unlawful to use, occupy or permit the use or occupancy of any building until a Certificate of Zoning Com- pliance shall have been issued by the City stating that the use of the building or land conforms to the requirements of this Ordinance. 4. Construction and uSe to be as Provided in Applications, Plans, Per- mits, and Certificate of Zoning Compliance. Conditional Use Per- mits or Certificate of Zoning Compliance issued on the basis of ap- proved plans and applications shall authorize only the use, arrange- ment and construction set forth in such approved plans and applica- tions and no other use, arrangement or construction shall be per- mitted. Any use, arrangement or construction at variance with that authorized shall be deemed violation of this Ordinance. The appli- cant shall submit certification by a registered land surveyor that the finished fill and building elevations were completed in compliance with the provisions of this Ordinance. Flood proofing measures shall be certified by a registered professional engineer or registered architect. SECTION 23. "S" SHORELAND OVERLAY DISTRICT' 5-23-1 Statutory Authorizations. This Shoreland Management Ordinance is adopted pursuant to the authorization contained in M.s.~ 105.485, Subd. 6, as an interim ordinance pending the development and adoption of a final ordinance and official control ordinance to regulate the develop- ment of shoreland areas of this City. 5-23-2 Operative Provisions. 1. Regulation of Shoreland Development. Chapter Six: NR 82-84, STANDARDS AND CRITERIA FOR THE MANAGEMENT OF MUNICIPAL SHORELAND AREAS OF MINNESOT A,as med with the Minnesota Secretary of State and 'the Minnesota Commis- sioner of Administration on March, IS, 1976, is hereby adopted, incorporated by reference herein, and made a part of this ordinance as if fully set forth herein, as an interim ordinance for the manage- ment ot shoreland areas of this City. As herein incorporated, said regulation NR 82-84 shall have the force of law and as such be fully enforceable. , 2. Relationship to Existing' Ordinances. The standards set forth in said regulations NR 82-84 shall apply to all shorelands of all public waters, as those terms are defined in said regulations, within the City of Chanhassen. Where the standards of other ordinanes of the City are more restrictive than the requirements set forth in said regula- tions NR 82-874, then the more restrictive standards shall apply. 5-23-3 Classification of Lakes. The lakes of the City of Chanhassen are hereby classified into the following classifications for purposes of this Ordinance and the aforesaid regulations: I. Natural Environment Lakes: Rice Marsh Lake Harrison Chanhassen Zoning Ordinance Page Seven St. Joe Rice Silver 2. Recreational Development Lakes: Riley Lucy Ann Susan Minnewashta Christmas Lotus 5-23-4 Violations. I. Penalties. Any person, firm, or corporation who shall violate any of the provisions hereof shall be guilty of a misdemeanor and upon conviction thereof, shall be punished by a fine not to exceed $300.00 or by imprisonment for not to exceed ninety (90) days. Each day that a violation continues shall constitute a separate offense. 2. Enforcement. In the event any building or structure is erected, con- structed, altered, repaired, used, converted, maintained, or any shoreland is altered or used in violation of this Ordinance, the Zon- ing Administrator of the City may institute any proper action or proceeding in the name of the City (a) to prevent such unlawful erec- tion, construction, alteration, repair, conversion, maintenance or use; or (b) to restrain or abate such violation. SECTION 24. WETLAND PROTECTION REGULATIONS 5-24-1 STATEMENT OF FINDINGS AND INTENT: Wetlands are a valuable resource. Wetlands help maintain water quality, serve to minimize prob- lems with flooding and erosion, serve as sources of food and habitat for a variety of fish and wildlife and are an integra! part of the com- munity's natural landscape providing the aesthetic benefits of open space and a natural separation of land uses. It is the intent of this Ordinance to establish a program of sound stewardship through regulations that strive toward zero degradation of the wetlands by conserving, protect- ing and enhancing these environmentally sensitive resources. 5-24-2 STATEMENT OF PURPOSE: The purpose of this Ordinance is to assure the protection of the general health, safety and welfare of the residents and the protection of the wetland resources of the City, for now, and in the future, through preservation and conservation of wetlands and sound management of development by: 1. Establishment of wetland regulations. 2. Requiring proper erosion control practices. 3. Requiring sound managemenfpractices that will protect, conserve, maintain, enhance and improve the present quality of wetlands within the community. 4. Requiring improved water quality in streams and lakes with its at- tendant increase in recreational use and value. 5. Protecting and enhancing the scenic value of the community. 6. Restricting and controlling the harmful effects of land development which adversely affect wetlands. 7. Reducing the need for piped storm water improvements. 8. ,Preventing rapid runoff from developed areas. 9. Preventing pollution froni gas, oil, salt, fertilizer, sand and silt. 10. Allowing only development that is compatible with wetland protec- tion and enhancement. 11. Providing standards for the alteration of wetlands. 12. Controlling development outside of the wetland areas that may be detrimental to wetlands. , 13. Prohibiting dumping of waste in wetlands. 14. Res'tricting the placement of structures within wetland areas. IS. Drawing attention to the function of wetlands and the impact of urbanization upon wetlands. 5-24-3 ESTABLISHMENT OF WETLAND AREAS: Lands lying within a wetland area shall be subject to the requirements established herein; as well as restrictions and requirements established by other applicable city ordinances and regulations. The Wetland Protection Regulation shall not be construed to allow anything otherwise prohibited in the zoning district where the wetland area is located. The wetland map, entitled Chanhassen Wetland Map" dated May 22, 1984 is hereby adopted as prima facie evidence of the wetland areas and an official copy is on file in the office of the City Clerk. Land within the wetland areas shall be classified as Class A wetland or Class B wetland as delineated on the map. 5-24-4 DETERMINATION OF WETLAND AREA. An applicant for develop- ment which may be in a wetland area thall bring this to the City's atten- tion. If required by the city, the applicant shall provide appropriate technical information, including but not limited to, topographic survey and soil data deemed necessary for the City to determine the exact wetland boundary. The City Council may exempt land from the wetland regulations if it finds that the land is not in fact a wetland. The City I 'Council shall make necessary interpretations conceming the wetland area based upon the wetland map, the definition of "wetlands" contained herein and the intent and purpose of this Ordinance. 5-24-5 PROHIBITED USED IN CLASS A WETLANDS: The toll owing uses are prohibited in Class A wetlands: I. Disposal of waste material including,but not limited to, sewage, demolition debris, hazardous and toxic substances, and all waste that would normally be disposed of at a solid waste disposal site or into a sewage disposal system or sanitary sewer. 2. Solid waste disposal sites, sludge ash disposal sites, hazardous waste transfer or disposal sites. 3. Septic or soil absorption systems. 4. Sedimentation 'basins for construction projects. 5. Open storage. ' 6. Animal feedlots. 7. The planting of any species of the genus Lythrum. 8. Operation of motorized craft of all sizes and classifications. 5-24-6 PROHIBITED USES IN CLASS B WETLANDS: The following uses are prohibited in Class B wetlands: ' I. Disposal of waste material including, but not limited to, sewage, demolition debris, hazardous and toxic substances, and all waste that would normally be disposed of at a solid waste disposal site or into a sewage disposal system or sanitary sewer. - 2. Solid waste disposal sites, sludge ash disposal sites, hazardous waste transfer. or disposal sites. 3. Animal feedlots. 4. The planting of any species of the genus Lythrum. .- 5-24-7 ACTIVITIES REQUIRING A WETLAND ALTERATION PE~IT: The following activities are prohibited in the Wetland area indicated unless the City Council issues a wetland alteration permit allowing the activity: I. Scientific" research projects in a Class A or Class B wetland which alter the wetland. 2. Public works in a Class A or Class B wetland except for emergency public works which shall not require a wetland alteration permit. 3. Creation of ponds or dams and alterations of the natural drainage ways or water courses of a Class A or Class B wetland. 4. Removal from Class A wetland of trees or vegetation except hay, crops and diseased and storm damaged trees and vegetation which shall not require a wetland alteration permit. 5. Docks, walkways and boardwalks, within a Class A or B wetland. 6. Installing or replacing drain, tile or ditches in a Class A wetland. Repairing existing drain tile, in a Class A wetland if the property has not been in active agricultural use during the 12 months preceding the enactment of this Ordinance. 7. Development in any Class A wetland or within 200 feet of a Class A wetland which is within the wetland's watershed. 8. Septic or soil absorption systems in a Class B wetland. 9.' Sedimentation basins in a Class B wetland. 10. Any structure in a Class A or B wetland except for minor expan- sion and additions to single family detached dwellings existmg on the date this Ordinance is enacted which shall not require a wetland alteration permit. II. Digging, dredging, mling in a Class A or B wetland. 12. Advertising signs in a Class A or B wetland. 5-24-8 WETLAND ALTERATION PERMIT GUIDELINES: No wetland alteration permit shall be issued unless the Council determines that the proposed development complies with the following guidelines, as well as the intent and purpose of this Ordinance. In reviewing wetIand altera- tion proposals reference shall be made to United States Department of Agriculture Soil Conservation Service under Runoff, Erosion and Sedi- ment Control Handbook and Technical Field Guide. If the City,Coun- cil determines that the required calculations in a particular in,stance are needlessly burdensome because of the area and nature of a proposal, it may agree to a substitute analysis. I. FILLING. A minimum amount of filling will be allowed when necessary for the use of property, but only when it will not have a net adverse effect upon the ecological and hydrological characteristics of the wetland. In determining whether a proposed 14 Page ElglifChanhassen .Zoning Ordinal!<:~ development will have a net adverse effect on the ecological and hydrological characteristics of the wetland, the Council shall con- sider, but not limit its consideration to, the following factors: A. Any filling shall not cause total natural flood storage capacity of the wetland to fall below, or fall below further, the projected volume of runoOff from the watershed generated by a 5.9 inch rainfall in 24 hours. Since the total amount of filling which can be permitted is limited, apportionment of fill opportunities for other properties abutting the wetland shall be considered. B. Any filling shall not cause total natural nutrient stripping capacity of the wetland to be diminished to an extent that is deterimental to any area river, lake or stream. C. Only fill free of chemical pollutants and organic wastes may be used. D. Filling shall be carried out so as to minimize tlle impact on vegetation. . E. Filling in wetland areas will not be permitted during waterfowl breeding season or fiSh spawning season, unless it is determin- ed by the City that the wetland is not used for waterfowl breeding of fiSh spawning. 2. DREDGING. Dredging will be allowed only when it will not have a net adverse effect on the ecological and hydrological characteristics of the wetlands. Dredging, when allowed, shall be limited as follows: A. It shall be located as to minimize the impact on vegetation. B. ,It shall not adversely change water flow. C. The size of the dredged area shall be limited to the minimum required for .the proposed action. D. Disposal of the dredged material is prohibited within the wetland district unless specifically authorized in the wetland alteration permit. ' E. Disposal of any dredged material shall include proper erosion control and nutrient retention measures. F. Dredging in any wetland area is prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the City that the wetland is not used for waterfowl breeding or fish spawning. 3. DISCHARGES. , A. 'Soil loss from a construction site any part of which is in a wetland or within 200 feet of the wetland that is within the wetland watershed shall not exceed a rate of more than 2 tons per acre per year. B. Projected soil loss from a completed construction project shall not exceed 0.5 tons per year if any part of it is in a wetland or within 200 feet of a wetland that is within the wetland watershed. 4. STORM WATER RUNOFF. A minimum increase in volume of sto'rm' water runoff. to' a wetland from a development over the natural volume of runoff may be allowed when necessary for use of propertY but only when it will not have a net adverse effect upon the ecological and hydrological characteristics of the wetlands. In no case shall the restrictions on runoff set out below be exceeded. Since the total increase in runoff which can be permitted is limited, the Council when considering permit applications shall consider, in addition to' the following, apportionment of increased runoff opportunity to all wetland propertY within the surrounding wetland area; A. Storm water runoff from a development may be directed to the wetland only when free of debris and substantially free of chemical pollutants and silt, and only at rates which do not disturb vegetation or increase turbidity. Sheet flow and other overland drainage of runoff shall be encouraged. B. The proposed action shall not cause storm water runoff on the wetlands to take place at a rate which would materially exceed the natural rate. C. The allowed total increased runoff, in combination with tl"e total fill allowed, shall not cause total natural flood storage capacity of the wetland to fall below, or fall below further, the projected volume of runoff on the whole developed wetland watershed generated by a 5.9 inch rainfall in 24 hours. D. The allowed total increase in runoff, in combination with the total 'fill allowed, shall not cause total natural nutrient strip. . ping capacity of the wetland to fall below, or fall below fur- ther, the project.!d nutrient production from the whole developed wetland watershed. 5-24-9 WETLAND ALTERATION PERMIT PROCEDURES: The applicant shall furnish information if required by the City including but not limited to, a site plan, topographic data and hydrological data for the review of Ii wetland alteration permit application. A wetland altera- tion permit shall not be issued without having been first reviewed by the Planning Commission and approved by the Council following the review proCedures set forth for conditional use permits. The applicant shall have the burden of proving that the proposed use or activity com- plies with the purposes, intent.and other provisions of this Ordinance. A permit must be approved by a 3/5 vote of the Council. The Council may establish reasonable conditions which are specially set forth in the permit to ensure compliance with requirements contained in this Or- dinance. Such conditions may, among other matters, limit the size, kind of character of the proposed,work, require the construction of other structUres, require replacement' of vegetation, establish required monitoring procedures and maintenance activity, stage the work over time, require the alteration of the site design to ensure buffering, re- quire the provision of a performance security. The granting of a wetland alteration permit does not abrogate the need to obtain permits required by other local, state or federal agencies. 5.24.10 TIME OF PERMIT- EXTENSION AND RENEWALS: I. Unless otherwise specified by the City Council, a permittee shall begin and complete the development authorized by the permit within one year after the date the Council approves the permit application. 2. The permittee shall provide written notice to the City Engineer 24 hours prior to the commencement and completion of the develop- ment project. No projecfshall be deemed to have been completed until approved by the City Engineer after receipt of notice ,of completion. 3. I~ the permittee fails to commence work on the development within the time specified herein, the permit shall be void. The Council may renew a void permit at its discretion. If the Council does not renew the permit, the holder of the void permit may make original ap- plication for a new permit. ' 4. The permittee may make written application to the Council for an extension of the time to commence work, but only if the permittee submits the application prior to the date already established to com- mence work. The application for an extension Shall ,state the reasons the permittee requires an extension. ' 5-24.11 INSPECTION: The City Engineer may cause inspection of the work to be made periodically during the course of such work and shall cause final inspection to be made following the completion of the work. 5-24-12 RESPONSIBILITY: AFFECT: Neither the issuance of a permit nor compliance with the conditions thereof, nor with the provisions of this chapter shall relieve any person from any responsibility otherwise im. posed by law for damage to persons or property; nor Shall the issuance of any permit hereunder serve to impose any liability on the City or its officers or employees for injury or damage to persons or property. 5-24-13 GENERAL DEVELOPMENT REGULATIONS: Within wetland areas and for lands abutting or adjacent to a horizontal distance of 200 feet, ' the following minimum general regulations are applicable: 1. Minimum lot area: 15,000 square feet. 2. Minimum structure setback: 75 feet from the ordinary high water mark. 3. Septic and soil absorption system setbacks: 200 feet from ordinary high water mark. 4. Lowest ground floor elevation: 3 feet above ordinary high water mark. 5. No development shall be allowed which may result in unusual road inaintenance costs or' utility line, breakages due to soil limitation, including high frost action. 5-24-14 VARIANCE: The City Council may grant a variance from the re- quirernents of this Section. In addition, a variance may be granted based upon mitillative measlires proposed by the applicant to recreate, to an equal or greater degree, the environmental and hydrological function of the wetland area that is proposed to be altered. ARTICLE VI. SUPPLEMENTARY REGULATIONS SECTION 1. PERFORMANCE STANDARDS 6.1-1 Noise. Noise shall be muffled or otherwise controlled so as not to become a nuisance. Noise levels shall be regulated by the standards of the Minnesota Pollution Control Agency. 6-1-2 Smoke and Particulate Matter. The ambient air quality standards of the Minnesota Pollution Control Agency shall apply to the release of airborne materials within the City. 6-1-3 Toxic or Noxious malter. The Minnesota Pollution Control Agency standards governing toxic or noxious matter shall apply. 6-1-4 Odors and Air Pollution. The Minnesota Pollution Control Agency standards shall apply. 6-1.5 ,Nuisances. No land, existing building or proposed structure shall be used or occupied in any manner creating dangerous, noxious o,r other- wise objectionable conditions which could adversely affect the surround- ing area. 6-1-6 Radiation and Electrical Emissions. No activities shall be permitted that emit dangerous radioactivity beyond enclosed areas. There shall be no electrical disturbance (except from domestic household appliances) adversely affecting the operation at any point of any equipment In- cluding, but not limited to, radio and television reception other than that of the creator of the disturbance. 6-1-7 Vibration. Any use creating periodic earth-shaking vibrations, such as may be created from a drop forge shall be prohibited if such vibra- tions are perceptible beyond the lot line of the site on which the use is located. The standard shall not apply to vibrations created during the process of construction. 6-1-8 Glare or Heat. Any use requiring an operation producing an intense heat or light transmission shall be performed with the necessary shielding to prevent such heat or light from being detectable at the lot line of the site on which the use is located. Lighting in all instances shall be diffused or directed away from R Districts and public streets. 6-1.9 Explosives.' Any use requiring the storage, use or manufacturing of products which could decompose by detonation shall be located not less than four hundred feet (400 ') from any R DistriCI line provided that this Section shall not apply to the storage or use of liquefied petroleum or natural gas for normal residential or business purposes. SECTION 2. OVERHEAD TRANSMISSION LINES - Installation of overhead transmission lines in excess of 69 kilovolts shall re- quire the Issuance of a conditional use permit through any district located in the City. The City Council, in addition to the standards established in Article 3, Section 2, may also impose other conditions as deemed necessary to protect the public health, safety and welfare.. SECTION 3. NOT MORE THAN ONE PRINCIPAL BUILDING ON A LOT In any single family detached residential district not more than one principal building shall be permitted to be erected on a single building lot. Grouping of buildings in other districts may only be Permitted by conditional use permit. SECTION 4. TEMPORARY STRUCTURES AND USES The City may authorize as a conditional use the temporary use of a structure or premises in any district for a purpose or use that does not conform to the regulations prescribed for the district in which the property is located, provid- ed that 'such use is of a necessary and temporary nature and does not involve the erection of a substantial structure or substantial alteration of the premises. The City Council may grant a conditional use permit for such use for not more than 12 months. SECTION 5. ACCESSORY STRUCTURES 6-5-1 A detached accessory structure, except a dock, shall be located in the buildable lot area or r~ired rear yard. No accessory use or structure in any residential district shall be located in the required front or side yard. 6-5-2 A detached accessory structure may occupy not more than thirty per- cent (30"70) of the area of any rear yard, provided that no detached accessory structure shall be placed nearer than five feet from any rear lot line. 6-5-3 In any residential district, no accessory building or structure shall be erected or constructed prior to the erection or construction of the prin- cipal or main building but may be erected simultaneously, SECTION 6. SINGLE FAMILY DWELLINGS All single family detched homes shall: 6-6-1 ,Be constructed upon a continuous perimeter foundation that meets the requirements of the State Uniform Building Code. 6-6-2 Conform to the following standards for living areas: I. One story rambler design - 960 square feet 2. Split level design - 1,050 square feet 3. Split foyer and two story design - 600 square feet on the fIrst floor plus a two car garage must be attached to the single family structUre. 6-6.3 Have an earth covered, compositio'n, shingled or tiled roof or other materials approved by the State Uniform Building Code. 6-6-4 Receive a building permit. The application for a building permit in ad- dition to other iI)formation required shall indicate the height, size, design and the appearance of all elevations of the proposed building and a description of the construction materials proposed to be used. 6-6-5 Meet the requirements of the State Uniforin Building Code or the ap- / plicable manufactured housing code. SECTION 7. RURAL LOT BUILDING ELIGIBILITIES 6-7-1 All lots located outside of the Metropolitan Council's Metropolitan Ur- ban Service Area boundary shall be created in conformance to the re- quirements of Article 5, Section 30r Section 4. .. 6-7-2 A new single family building may be established or a lot containing an existing single family dwelling may be subdivided only if the follow- ing provision's are met: I. A one unit per ten acre density is maintained using the following guidelines: o - 19.99 acres equals I single family unit 20 - 29.99 acres equals 2 single family units 30 - 39.99 acres equals 3 single family units, etc. 2. Existing parcels of record established priqr to the effective date of this Zoning Ordinance shall be deemed as buildable lots. This pro- vision also applies to those lots affected by Item 10 of this Section. 3. All lots shall have the minimum frontage on a public -road as regulated in Article 5, Section 3, 5-3.5 and Section 4, 5-4.5. To reduce the number of driveways on collectorS and arterials, up to two parcels will be allowed to be accessed by a private easement. 4. All lots must have soil and water conditions which permit a well. 5. All lots must have conditions which will permit two on-site sewer systems installed in conformance with the Chanhassen Ordinance No. IO-B. 6. The one unit per 10 acre density applies to contiguous property under single ownership. Acreage under single ownership, which is not contiguous, cannot be combined for increased density /building eligibility on one of the parcels. Transfer of development rights from one parcel of land to another is not allowed, except as per- mitted in Section 9 below. 7. Once a building eligibility has been used for a property, a develop- ment contract must be recorded with the County establishing the number of building eligibilities remaining or documenting that no building eligibility remains. Transfer of development rights from one parcel of land to another is not allowed. 8. Each site must have at least one acre of arta which can support two septic system sites, a building pad and well with a slope of 25% or less. 9. Parcels which do not have public street frontage and are landlock- ed may transfer building eligibilities to an adjacent parcel which does have public street frontage and meets other provisions of this section. 10. Applications for sudivisions in the rural saervice area as identified in the Comprehensive Plan to contain a development density of one unit per 2 ~ acres will be accepted until 4:30 p.m. on January 15, 1987, if the following information is submitted to the Planning Department: I. Completion of the Application for Subdivision. 2. Submission of the public hearing list of surrounding property owners. 3. Submission of a boundary survey with the proposed lot pattern. 4. Submission of required application fees. Further, these applications must also submit additional data required for preliminary plat approval in a manner which will ' achieve preliminary plat approval by July I, 1987 unless the City Council deems to table final action on the application after July I, 1987. SECTION 8. HOME OCCUPATIONS A home occupation may be established and conducted only in accordance with the following requirements: . 6-8.1 SUBORDINATE USE. The use of a dwelling unit for any home oc- cupation shall be clearly incidental and subordinate to its residential use. Not more than twenty.five percent (25%) of the floor area of one floor of a dwelling unit shall be used in the conduct of the home oc- cupation. No garage or accessory buildings except accessory agriCultural buildings existing on the effective date of this Ordinance shall be used for any home occupation. 6.8.2 The following home occupations are permitted: I. Professional services such as architects, engineers, attorneys, of- fice, real estate agents, insurance agents, and computer program- mers, secretarial services, and manufacturer's representatives; 2. Dressmaking, sewing, and tailoring; 3. Painting, sculpturing or writing; 4. Home crafts such as model making, rug weaving, lapidary work, pottery and cabinet making; 5. Tutoring services (e.g. piano teacher) 6-8.3 OUTSIDE APPEARANCE. The home occupation shall be conducted entirely within a fully enclosed building. No change in the outside ap- pearance of the building or land, or other visible evidence of the con- duct of the home occupation shall be permitted. Outdoor storage of anything Is prohibited in connection with a home occupation. 6-8-4 HOURS OF OPERATION. The hours of operation for any home oc- cupation shall be limited to between 8:00 a.m. and 8:00 p.m. 6-8-5 USE OF EQUIPMENT. No mechanical or electrical equipment requir- ing the use of voltage in excess of 220 volts single phase shall be used in the conduct of a home occupation. 6-8-6 TRAFFIC AND PARKING. No traffic shall be generated by any home occupation in greater volume than would normally be expected in a residential neighborhood, and no hOme occupation involving the need for more than three (3) parking spaces for the occupants and visitors shall be permitted. Adequate off-street parking facilities required to serve the home occupation shall be provided on the premises, but not such parking facilities shall be established within any required front or side yard, except upon an established driveway. . 6-8-7 RETAIL AND WHOLESALE SALES PROHffiITED. No com- modities, merchandise or supplies shall be sold or offered for sale upon or from the premises, whether at retail or wholesale. 6.8-8 NONRESIDENT EMPLOYEE. Only one nonresident of the dwelling unit may be employed upon the premises of a home occupation. SECTION 9. ANIMALS 6-9-1 Keeping Animals. The following animals may be kept in the City: I. Household pets are an allowed use in all zoning districts. 2. Horses in the A-I, A-2, RR and RSF zoning districts in accordahce with Ordinance No. 56. 3. Farm animals are an allowed use on all farm property. Farm animals may not be confmed in a pen, feed lot or building within one hundred (100) feet of any residential dwelling not owned or leased by the farmer. 4. Animals being kept as part of the Minnesota Zoological Garden's or St. Paul Como Zoo's docent programs are in allowed use in all zoning districts. Before such animals are allowed, however, the par- ticipant in the program must receive the approval of the Council regarding participation in the program and identify the animal be- ing kept. 5. Animals may only be kept for commercial purposes if authorized in the zoning district where the animals are located. 6. Animals may not be kept if they cause a nuisance or endanger the health or safety of the community. 7. Other animals may be allowed by conditional use permit. 6-9-2 Care of Animals. Animals kept within any zoning district shall be sub- ject to the following requirements: I. The size, number, species, facilities for and location of animals kept shall be maintained so as not to constitute a danger or nuisance by means of odor, noise or otherwise. 2. Facilities for housing animal(s) shall be: A. Constructed of such material as is appropriate for the animal(s) involved. B. Maintained in good repair. C. Controlled as to temperature, ventilated and lighted compati- ble with the health and comfort of the animal(s). D. - Of sufficient size to allow adequate freedom of movement. Inadequate space may be indicated by evidence of malnutri- tion, poor condition of debility, stress or abnormal behavior patterns. E. Cleaned as often as necessary to prevent contamination of the animal(s) contained therein and to minimize disease hazards and reduce odors. 3. Animals shall be provided wholesome, palatable food and water free from contamination and of sufficient quantity and nutritive value to maintain all animals in good health. 4. Animals kept in pet shops or kennels shall tie kept in accordance with regulations for pet shops and kennels in addition to the regula- tions provided by this ordinance. Pet shop or kennel owners shall receive a license as required by the City. SECTION 10. HEIGHT REGULATIONS 6-10-1 Where the average slope ora lot is greater than one (I) foot rise or fall in seven (7) feet of horizontal distance from the established street elevation at the property line, one story in addition to the number per- mitted in the district in which the lot is situated shall be permitted on the downhill side of any building. 6-10-2 The height limitations stipulated elsewhere in the zoning code shan not apply to the following: 1. FARM BUILDINGS, CERTAIN ARCHITECTURAL FEATURES. Barns, silos, or other farm buildings or structures on farms; church'spires,. belfries, cupolas and domes, monuments, water towers, fire and hose towers, observation towers, chimneys, smoke stacks, flag poles, masts and aerials; communication transmission towers; parapet walls extending not more than four 4) feet above the limiting height of the building. 2. PLACES OF PUBLIC ASSEMBLY. Places of public assembly in churches, sChools and other public and semi-public buildings, pro- vided that these are located on the frrst floor of such building and provided that for each .three (3) feet by which the heights of such building exceeds the maximum height otherwise permitted in the district, its side and rear yards shall be increased in width or depth by an additional foot over the side and rear yards required for the highest building otherwise permitted in the district. ' SECTION II. YARD REGULATIONS The following requirements qualify or supplement district regulations. Yard measurements shall be taken from the nearest point of the wall of a building to the lot line in question, subject to the following qualifications: 6-11-1 Every part of a required yard or court shall be open and unobstructed. 6-11-2 A yard, court, or other open space of one building used to comply with the provisions of this Ordinance shall not again be used as a yard, court, or other open space for another building. 6-11-3 Except as provided in the business, industrial, and office districts, the front yard setback requirements shall be "observed on each street side of a corner lot; provided, however, that the remaining two yards will meet the side yard setbacks. 6-11-4 On double frontage lots, the required front yard shall be provided on both streets. Whenever possible, structures should face the existing street. 6-11-5 PERMITTED OBSTRUctIONS IN REQUIRED YARDS. The following shall not be considered to be obstructions: 1. FRONT AND SIDE STREET YARDS. Into any required front yard, or required side yard adjoining a side street lot line, cornices, ' canopies, eaves, or' other architectural features may project a distance not exceeding two (2) feet, six (6) inches; fire escapes may project a distance not exceeding four (4) feet, six (6) inches; an un- covered stair and necessary landings may project a distance not to exceed six (6) feet, provided such stair and landing shall not ex- tend above the entrance floor of the building; bay windows, balconies, open porches and chimneys may project a distance not exceeding three (3) feet; unenclosed decks and patios may project a distance not exceeding five (5) feet and shall not be located in a drainage and utility easement. Other canopies may be permitted by conditional use permit. 2. INTERIOR SIDE YARDS. The above-named features may pro- ject into any required yard adjoining an interior lot line, subject to the limitations cited above. 3. EXISTING PORCHES. Porches that encroach into the required front yard and which were in existence as of the effective date of the zoning code may be enclosed or completely rebuilt in the same location provided that any porch that is to be completely rebuilt must have at least a 10-foot minimum front yard. 4. IN REAR YARDS. Subject to the setback requirements cited in Article VI, Section 5, the following are permitted in the rear yard: enclosed or open off-street parking spaces; accessory stru'ctures, toolrooms, and similar buildings or structures for domestic storage. Balconies" breezeways and open porches, unenclosed decks and patios, and one-story bay windows may project into the rear yard15 a distance not to exceed five (S) feet. SECTION 12. FENCE AND WALLS 6-12-1 INTENT: The intent of these regulations is to provide standards for fences along the perimeter oflots that act as boundaries and/or barriers. 6-12-2 PERMIT: A fence installed for any purpose other than an agricultural purpose shall obtain a building pennit before installation. 6-12-3 LOCATION: All fences shall be located entirely upon the property of the fence owner unless the owner of the adjoining property agrees, in writing, that said fence may be erected on the property line of the respec- tive properties. Such an agreement shall be submitted at the time of building permit application. 6-12-4 SITE PLAN: A site plan showing location of the fence shall be sub- mitted with the permit application. 6012-S SURVEYS: The Building official may require a fence permit applica- tion to provide a registered land survey establishing property lines. 6-12-6 CONSTRUCTION AND MAINTENANCE: Every fence shall be con- structed in a substantial, workmanlike manner and of. material reasonably suited for the purpose for which the fence is proposed to be used. Every fence shall be maintained in such condition as to not become a hazard, eYesore, or public or private nuisance. All fences shall be constructed so that the side containing the framing supports and cross pieces face the interior of the fence owner's lot. Any fence which does not comply with the provisions of this Ordinance or which en- dangers the public safety, health or welfare shall be considered a public nuisance. Abatement proceedings may be instituted by the proper City official after fifteen (IS) days notification, if the owner of such fence has not undertaken the necessary repairs to abate.the nuisance. Link fences shall be constructed in such a manner that no barbed ends shall be exposed. 6-12-7 REQUIRED FENCES: All in-ground swimming pools shall be pro- tected by a fence not less than four (4) feet in height. All gates shall have the latch installed on the pool side of the fence. All in-ground pools installed prior to the date of this Ordinance shall be required to abide by the regulations of this Ordinance within one hundred eighty 180) days. Pools inaccessible from adjacent properties or which are located on property completely enclosed by a perimeter fence four (4) feet in height are excluded from this requirement. 6-12-8 SHORELINE FENCES: Fences to be installed on riparian lots shall have a maximmn height of three and one-half (3 ~) feet in the rear yard Oake side). 6-12-9 FENCE HEIGHT: Any fence over six and one-half (6~) feet must receive JI conditional use pennit. The fence height is measured from ground devation to the highest point on the fence. 6-12-10 COMMERCIAL AND INDUSTRIAL FENCES: Fences for screening or storage purposes installed on property used for commercial or in. dustrial uses may have a maximum height of eight (8) feet. When com- mercial or industrial uses abut property used or zoned for residential uses, a fence at least six (6) feet in height shall be placed between the residential and the commercial and industrial property. Said fence must be 100"7. opaque. Commercial or industrial fences over eight (8) feet shall require a conditional use penn it. SECTION 13. OUTDOOR STORAGE As otherwise regulated, all outdoor storage is prohibited except: 6.13.1 Clothes line poles and wires. 6.13-2 Construction and landscaping material currently being used on the premises. 6.13.3 Swings, slides and other play equipment. 6-13-4 Outdoor furniture and lawn and garden equipment. 6-13-S W cOd for burning in a fireplace, stove or furnace provided it is stored as follows: A. In a neat and secure stack, not exceeding four (4) feet. B. The wood stack is not infested with rodents. C. The wood is not kept in a front yard. 6.13-6 Continued storage of boats, all-terrain vehicles and snowmobiles may be stored in the side or rear yard behind the required front setback. 6.13-7 Outside storage of tires is prohibited. SECTION 14. STORAGE OF RECREATIONAL VEHICLES: Recreational vehicles may be parked or stored in a residential or agricultural district provided the following conditions are met:. . 6-1~1 No more than one (I) recreational vehicle may be parked or stored out. side on a residential lot. Additional recreational vehic les may be kept within an enclosed structure which otherwise conforms to the zoning requirements of the district. 6-14-2 Recreational vehicles must be maintained in aclelin, well-kept, operable condition. . 6-14-3 Recreational vehicles shall be mobile and shall not be permanently af. fixed. in the ground in a manner that would prevent removal. 6.14-4 Recreational vehicles may be parked or stored only on the rear or side yard behind the required front yard setback. The parking or storage of recreational vehicles on the rear or side yard, as pennitted herein, may be on surfaced or unsurfaced areas. 6-14-S Recreational vehicles may be stored on a lot without regard to the loca- tion on the lot for the sole and express purpose of loading and unloading for a period not to exceed twenty-four (24) hours. . 6-14-6 Unmounted slide-in pickup campers must be stored no higher than twenty inches (20 ") above the ground and must be securely supported at least at four (4) comers by solid support blocks or. support mechanisms. - 6.14-7 Recreational vehicles may not be occupied or used for living, sleeping or housekeeping purposes, for not more than seven f1) consecutive days. 6.14-8 Except for routine maintenance or during emergency conditions when power supply is disrupted, the operation of a recreational vehicle power generator plant shall not be permitted in residential districts. Routine maintenance periods shall not exceed sixty (60) minutes per month. SECTION IS. ACCESSORY FUEL STORAGE TANKS IN RESIDENTIAL DISTRICTS An accessory fuel storage tank is permitted in any zoning district. Fuel storage tanks shall be located in the buildable area of the lot or the rear yard, subject to fire code regulations. Any such fud storage tank shall be fenced in accordance with the fire code regulations and, in addition, shall be painted in earth tone colors or landscaped with low hedges, evergreens, or other suitable screening material. SECTION 16. TRASH AND GARBAGE INCINERATORS: STORAGE No exterior incineration of trash or garbage is pemiissible. No exterior storage of trash or garbage is permissible except in an accessory building enclosed by walls and roof, or in closed containers within a totally screened area. Covered garbage cans in agricultural and single family districts are exempted from these requirements. ., SECTION 17. LIGHTING 6.17-1 Glare, whether direct or reflected, as differentiated from general 11- lumination shall not be visible beyond the limits of the site from which it originates. 6.17.2 No light which is flashing, revolving or otherwise resembles a traffic control signal shall be allowed in any area where it could create a hazard for passing vehicular traffic. 6.17.3 Lighting fIXtures should be of a design consistent with fIXtures used in surrounding developments and municipal street lighting. Shielded high pressure . sodium fIXtures are required. SECTION 18. PRIVATE SWIMMING POOLS No private swimming pool shall be allowed in any residential district except as an accessory structure for the enjoyment of the occupants of the principal building of the property on which it is located and their guests. Fence re- quirements as stipulated in Article VI, Section 12, shall be met. SECTION 19. MOVING BUILDINGS 6.19-1 Permit Required. No one may move a used building into or within the City except upon issuance of a pennit issued by the City Council. 6.19-2 Application. An applicatiOli for a permit shall be f1!ed with the City, accompanied by a $100 application fee. The application shall contain the fOllowing information: 1. A photogr3ph of the building; 2. A complete description of the building; 3. A site plan; 4. The age and condition of the building. The application shall be referred to the City Building Inspector for the Inspector's recommendation. The recommendation .shall be forward. ed to the City Council. ' 6-19-3 Hearing. The City Council shall conduct a hearing on the application preceded by at least ten days' mailed notice to all property owners within 3S0 feet of the site where it is proposed to relocate the building. Failure to send such notice shall not, however, invalidate the proceeding. 6-19-4 Standards. All used buildings moved into or within the City shall com- ply with the following requirements: 1. Compliance with the Unifonn Building Code. 2. The building is well maintained andUt a good state of repair. 3. Compliance with the City's zoning ordinance. 4. The building will not materially depreciate surrounding property values. 6-19.S City Council Action. The City Council shall approve the permit sub. ject to such reasonable conditions as may be appropriate if the standards set fOrlh above are met. If the building does not satisfy the requirements for a permit, the City Council may issue a pennit on condition that the building is brought Into compliance within a reasonable period of time as detennined by the City Council. The City Council may further condition approval upon the applicant furnishing a letter of credit satisfactory to the City sufficient to cover the necessary work to bring the building into compliance. SECTION 20. WIND ENERGY CONVERSION SYSTEM (WECS) 6-20-1 Purpose. The purpose of this section is to establish standards and pro. cedures by which the installation and operation of WECS shall be governed.' . 6-20-2 Application. Wind conversion-systems may be allowed as a conditional. use subject to the regulations and requirements of this section, provid- ed the property upon which the system is to be located is zoned agricultural, commercial or industrial and is constructed and maintained on any parcel of at least two and one-half (2'h) acres in size. 6.20-3 Declaration of Conditions. The Planning Commission may recommend and the City Council may impose such conditions on the granting of WECS conditional use permit as may be necessary to carry out the pur- pose and provisions of this section. 6-20-4 Site Plan Drawing. All applications for a WECS conditional use per- mit shall be accompanied by a detailed site plan drawn to scale and dimensioned, displaying the following information: I. Lot lines and dimensions. 2. Location and height of all buildings, structures, above-ground utilities and trees on the lot, including both existing and proposed structures and guy wire anchors. 3. Location and height of all adjacent buildings, structures, above- ground utilities and trees located within three hundred fifty (3S0) feet of the exterior boundaries of the property in question. 4. Existing and proposed setbacks of all structures located on the pro- perty in question. S. Sketch evaluation of the premises accurately depicting the propos- ed WECS and its relationship to structures on adjacent 101S. 6-20-S Compliance with State Building Code. Standard drawings of the struc- tural components of the wind energy conversion system and support structures, including base and footings shall be provided along with engineering data and calculations to demonstrate compliance with the structural design provisions of the State Building Code. Drawings and engineering calculations shal be certified by a Registered Engineer. 6.20-6 Compliance with National Electrical Code. WECS electrical equipment and connection shall be designed and installed in adherence to the Na. tional Electrical Code as adopted by the City. 6:20.7 Design Standards. I. Height. The permitted maximum height of a WECS shall be deter- mined in one of two ways. In detennining the height of the WECS the total height of the system shall be included. System height shall be measured from the base of the tower to the highest possible ex- tension of the rotor. A. A ratio of one (I) foot to one (I) foot between the distance of the closest property line to the base of the WECS to the height of the system. . B. A maximum system height of one hundred seventy.five (17S) feet. . The shortest height of the two above mentioned methods shall be used in detennining the maximum allowable height of a WECS system. The height of aWECS must also comply with FAA Regula. tion part 77 "Objects Affecting Navigable Air Space" and/or MnDOT Rule 14, MCAR 1.3015 "Criteria for Detennining Obstruction to Air Navigation." 2. Setbacks. No part of a WECS (including guy wire anchors) shall 15e located within or above any required front, side or rear yard setback. WECS towers shall be setback from the closest property line one (I) foot for every one (I) foot of system height. WECS shall not be lOcated within thirty (30) feet of an above ground utility line. 3. Rotor Size. All.WECS rotors shall not have rotor diameters greater than twenty.six (26) feet. 4. Rotor Clearance. Blade arcs created by the WECS shall have a minimum of thirty (30) feet of clearance over .any structure or tree within a two hundred (200) foot radius. S. Rotor Safety. Each WECS shall be equipped with both a manual and automatic braking service capable of stopping the WECS operation in high winds (40 mph or greater). 6. Lightning Protection. Each WECS shall be grounded to protect against natural lightning strikes in confonnance with the national Electrical Code. 7. Tower Access. To prevent unauthorized climbing.. WECS towers must comply with one of the following provisions: A. Tower climbing apparatus shall not be located within twelve 12) feet of the ground. U. A locked anticlimb device shall be installed on the tower. C. Tower capable of being climbed shall be enclosed by a lock. ed, protective fence at least six (6) feet high. 8. Signs. WECS shall have one (I) sign, not to exceed two (2) square feet posted at the base of the tower and said sign shall contain the following information. A. Warning high voltage. B. Manufacturer's name. C. Emergency phone number. D. Emergency shutdown procedures. 9. Lighting. WECS shall not have affixed or attached any lights, reflectors. flashers or any other illumination. except for illumina. tion devices required by FAA Regulations Part 77 "Objects Af. fecting Navigable Air Space" and FAA Advisory Circular 70/7460-IF, September 1978 "Obstruction Marking and Lighting". 10. Electromagnetic Interference. WECS shall be designed and con. structed so as not to cause radio and television interference. I I. Noise Emissions. Noises eminating from the operation of WECS shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulations NPC 1 and 2, as amended. 12. Utility Company Interconnection. No WECS shall be intercon- nected with a local electrical utility company until the utility com- pany has reviewed and commented upon it. The Interconnection of the WECS with the utility.company shall adhere to the national Electrical Code as adopted by the City of Chanhassen. 6.20.8 Ornamental Wind Devices. Ornamental wind devices that are not a WECS shall be exempt from the provisions of this Section and shall conform to other applicable provisions of this Ordinance. 6.20.9 Inspection. The. City of Chanhassen bei"eby reserves the right upon is. suing any WECS conditional use pennit to inspect the premises on which the WECS is located. If a WECS is not maintained in opera- tional condition and poses a potential safety hazard, the owner shall take expeditious action to correct the situation. 6-20-10 Abandonment: Any WECS or tower which is not used for six (6) suc. cessive months shall be deemed abandoned and shall be dismantled and removed from the property at the expense of the property owner. SECTION 21. ANTENNAS AND SATELLITE DISHES 6.21.1 Satellite dishes, television antennas and radio antennas shall be per.. mitted accessorY uses within all zoning districts, provided they meet the following conditions: I. A ground mounted dish shall not exceed fifteen (I S) feet in height above ground level. Radio antennas shall receive a conditional use penn it prior to installation and shall not exceed forty.five (4S) feet in height. 2. No satellite dish or antenna shall be located within the required front yard setback or side yard setback. 3. Ground mounted dishes and antennas shall be set back from all adjoining lots a distance equivalent to the height of the dish or antenna. Ground mounted dishes and antennas shall be located ten 10) feet or more from any other building or structure on the same lot and shall not be located within a utility easment. Location shall not adversely obstruct views from adjacent property. 4. A building pennit shall be required for the installation of any dish or antenna~ Building pennit applications shall require the submis. sion of a site plan and structural components. When a dish or anten. na is located 0.0. the roof of a building, the applicant shall furnish the City Building official with building plans and structural com. ponents displaying the means of securing it to the roof ofa building. The Building Official must approve the building plans before installation. S. Lightning Protection. Each dish or antenna shall be grounded to Chanhassen Zoning Ordinance. Page Nine . protect agaii;~ natural lightning' strikes in confi;rn;.~~ with the National Electrical Code. 6. Compliance with National Electrical Code. Dish and antenna e1ec. trical equipment and connections shall be designed and installed in adherence to the National Electrical Code. SECTION 22. ROOFTOP SCREENING 6-22-1 All roof mounted equipment on buildings located within the business, office, and industrial districts shall provide for screening which is con- sistent with the exterior of the principle structure. SECTION 23. TEMPORARY SATELLITES 6-23.1 Satellites are permitted only on a temporary basis on construction sites or on city owned parkland in conjunction with city park functions. Use of satellites for special events shall require Cou.ncil approval and shall I extend no longer than a 48.hour period. SECTION 24. LANDFILLS 6.24.1 Hazardous and solid waste landfills, including landfills for low level radioactive contaminants and sludge ash, are prohibited in all districts. SECTION 2S. IDENTIFICATION OF ARTERIAL AND COLLECTOR STREETS 6-2S-1 For purposes of this Ordinance, the following are identified as arterial and collector streets: ARTERIAL STREETS Trunk Highway S . Trunk High-.yay 7 Trunk Highway 41 Trunk Highway 101 Trunk Highway 169 Trunk Highway 212 County Road 14 County Road 18 (Lyman Blvd., but not including Lyman Blvd. east of Trunk Highway 101) ARTICLE VII. OFFSTREET PARKING AND LOADING REGULATIONS SECTION 1. PARKING AND LOADING REGULATIONS 7.1-1 Minimum Size Regulations. Parking spaces shall comply with City standards as set forth in the Design Handbook for minimum size and surfacing and shall be adequately served by access drives. All loading spaces shall be sufficient to meet the requirements of each use and shall provide adequate space for storage and maneuvering of the vehicles they are designed to serve. 7-1.2 Reduction and Use of Parking and Loading Space. On-site parking faciliiies existing on the effective date of this ordinance may not be reduced in size below that authorized for a similar new building or use. Required parking or loading spaces shall not be used for storage of goods or for storage of vehicles that are inoperable or for sale or rent. 7-1-3 Computing Requirements. In computing the number of parking spaces required. the following rules shall govern: I. "Floor space". means the gross floor area of the specific use as defined in Article II. 2. Where fractional spaces result, the parking spaces required shall be construed to be the next largest whole number. 3. Other Uses. Other uses not specifically mentioned herein shall be detennined by the Board of Adjustment and Appeals. The factors to be considered in such detennination shall include size of building, type of use, number of employees, expected volume and turnover of customer traffic and expected frequency and number of delivery or service vehicles. . 7.1.4 Yards. On-site parking and loading facilities shall not be permitted in the required front yard, side yard or rear yard, except as provided in Article V. 7-1.5 Buffer Fences and Planting Screens. On-site parking and loading areas near or abutting residential districts shall be screened in confonnance with the provisions of Article VIII. 7.1.6 Access. 1. Parking and loading space shall have proper access from a public right-of.way. . 2. The number of width of access drives shall be located to minimize traffic congestion and abnormal traffic hazard. 7.1.7 Location of Parking Facilities and Combined Facilities. Required 00.- site parking space shall be provided on the same lot as the principal building or use. except that combined or joint parking facilities may be provided for one (I) or more buildings or uses in Business Districts and in Industrial Districts, provided that the total number of spaces shall equal the sum of the requirements for each building or use. 7.1-8 Construction and Maintenance. 1. In Multiple-family, Business Office and Industrial Districts, park. ing areas and access drives shall be paved with a dust.free, all. weather surface with proper surface drainage, and concrete curb. 2. The operator of the principal building or use shall maintain park. ing and loading areas, access drives and yard areas in a neat and serviceable condition. 7.1.9 Lighting. All commercial, industrial and multi-family parking lots shall be lighted. Lighting shall be directed away from the public right-of- way and adjacent Residential or Agricultural Districts. 7.1.10 Required Number of On-Site Parking Spaces. On-site parking areas of sufficient size to provide parking for patrons, customers, suppliers. visitors and employees shall be provided on the premises of each use. The minimum number of required on.site parking spaces for the follow. ing uses shall be: I. Assembly or exhibition hall, auditorium, theater or sports arena one (I) parking space for each four (4) seats, based upon design capacity. 2. Auto sales..trailer'sales, marine and boat sales, implement sales, garden supply store, building materials sales, auto repair - one 1) parkin!! space for each five hundred (SOO) square feet of floor area. 3. Automobile service station - four (4) parking spaces, plus two (2) parking spaces for each service stall: such parking spaces shall be in addition to parking space required for gas pump areas. 4. Bowling alley - seven (7) parking spaces for each bowling lane. S. Churches - one (I) parking space for each three (3) seats, based on the design capacity of the main seating area, plus one (I) space per classroom. 6, Dwelling: A. Single.family -two (2) parking spaces, both of which must be completely enclosed. No garage shall be converted into liv- ing space unless other acceptable on-site parking space is provided. B. Multi.family - one (I) parking space per efficiency unit, I.S spaces per one bedroom unit, two (2) parking spaces per two or more bedrooms. Senior citizens hcusing shall have ~ spaces per dwelling unit. At a minimum, one (I) space per unit must be completely enclosed. . 7. Financial Institution. - one (I) space for each two hundred fifty 250) square feet of floor space. 8. Furniture or appliance store - one (I) space for each four hun- dred (400) feet of floor space. 9. Hospitals and nursing homes - one space for every two (2) beds, plus one (I) space for every two (2) employees on the largest single shift. 10. Manufacturing or processing plant - one (I) off-street parking space for each employee on the major shift and one (I) off-street parking space for each company motor vehicle when customarily kept on the premises. II. Medical and dental clinics and animal hospitals - one (I) parking space for each one hundred fifty (I SO) square feet of floor area. 12. Mortuaries - one (I) space for every three (3) seats. 13. Motel or hotel.:... one (I) parking space for each rental room or suite, plus one (I) space for . every two (2) employees. 14. Office buildings (administrative. business or professional) - three 3) parking spaces for each one thousand (1,000) square feet of floor area. 15. Public service buildings, including municipal administrtion buildings, community center, public library, museum, art galleries. and postoflice - one (I) parking space for each five hundred (SOO) square feet of floor area in the principal structure, plus one (I) park.. ing space for each four (4) rests wi~hin public assembly or meeting rooms. . 16. Recreational facilities, including golf course, country club, swim. ming club, racquet club, public swimming pool - twenty (20) spaces, plus one (I) space for each five hundred (SOO) square feet of floor area in the principal structure or 2 spaces per court. 17. Research, experimental or testing stations - one (I) parking space for each five hundred (SOO) squae feet of gross floor area within the building, whichever is greater. 18. Restaurant, Cafe, Nightclub, Tavern or Bar COLLECTOR STREETS County Road 17 (powers Blvd.) County Road 117 (Galpin Blvd.) Audobon, Road Lake Lucy Road Kerber Boulevard Lake Drive East 16 Page Ten Chanhassen Zoning Ordinance A. Fast food - one space per 60 square feet of gross floor area. B. Restaurant: I. Without full liquor license - one space per 60 square feet of gross floor area or one space per 2.S seats whichever is greater. 2. With full liquor license - one space per SO square feet of gross floor area or one space per 2 seats whichever is greater. . 19. Retail stores and service establishments - one space for each two hundred (200) square feet of gross floor area. 20. School, elementary (public, private or parochial) - one (I) park- ing space for each classroom or office room, plus one (I) space for each one hundred fifty (ISO) squae feet of eating area including aisles, in any auditorium or gymnasium or cafeteria intended to be used as an auditorium. 21.. School, junior and senior high schools and colleges (public, private or parochial) - four (4) parking spaces for each classroom or of;. fice room plus \)ne (I) space for each one hundred fifty (ISO) square feet of seating area including aisles, in any auditorium or gym_ nasium or cafeteria intended to be used as an auditorium. 22. Shopping Center - on-site automobile parking shall be provided in a ratio of not . less than one parking space for each 200 square feet of gross floor area; separate on-site space shall be provided for loading and unloading. 23. Storage, wholesale, or warehouse establishments - One (I) space for each one thousand (1,000) square feet of gross floor area up to ten thousand (10,000) square feet and one additional space for each additional two thousand (2,000) square feet plus one space for each company vehicle operating from the premises. If it can be demonstrated' by the applicant that the number of employees in the warehouse or storage area will require less than the required number of spaces, and if the applical"t shall submit a letter to the City assuring that if there is to be any increase in employees, the applicant agrees to provide additional parking area, the City may approve a lesser number of parkmg spaces. 24. Uses not specifically mentioned. The requirements for off-street parking for any uses not specifically mentioned in this section shall be the same as provided in this subsection for the use most similar in nature, it being the intent to require all uses to provide off-street parking. Where there is any question regarding the number of off- street parking spaces to be provided, said number shall be de- termined and fixed by the City Planner. SECTION 2. OFF-STREET LOADING AND TRASH REMOVAL AREA 7-2-1 Location. All required loading or unloading into or out of railroad cars or trucks in excess of ,~ ton capacity shall be conducted at facilities specifically designed or designated for that purpose. These facilities shall be located upon the lot of the principal use for which they are required. All berths beyond one shall be separate from areas used for off-street parking. . 7-2-2 Access. Each required off-street loading berth shall be so designed as to avoid interference with other vehicluar, pedestrian or rail access or use of public streets, alleys, or other public transport systems. 7-2-3 Surfacing. All off-street loading facilities, including loading berths and maneuvering areas, shall be surfaced with a hard, all-weather, dust. free, durable surfacing material and shall be well drained, with con- crete curb, and landscaped and shall be maintained in good condition. 7-2-4 Landscaping and Screening. All berths shall be screened from public rights-Qf-way and from view from the property across the street front- age .and/or from the zoning district boundary when the adjacent pro- perty or property across the street frontage or side street frontage is zoned or used for residential purposes. The . screening shall be ac- complished as required in Article V lll. 7-2-S Design. All loading areas shall consist of a maneuvering area in addi- tion to the berth and shall not use any of that portion of the site con- taining parking stalls. Maneuvering areas shall be of such size as to permit the backing of truck tractors and coupled trailers into a berth without blocking the use of other berths, drives, maneuvering areas or public rights-Qf-way. 7-2-6 Required Loading Areas. 1. Any use which the aty believes requires the provision of designated spaces for the loading, unloading or parking of trucks or semi- trailers shall provide such spaces and maneuvering area in the number and configuration which shall be deemed necessary in order to prevent interference With the use of the public right-of-way and with vehicles entering onto or existing from the public right-Qf-way; 2. Semi-trailer spaces shall be at least SS feet in length, 10 feet in width and 14 feet in height plus necessary additional maneuvering space; 3. Spaces shall not be located on a street side of any building, or, if so located, shall be provided with screening deemed adequate by the City; 4. Spaces and the associated maneuvering area shall be at least SO feet from the property line of any residentially designated property; and S. No trucks shall be parked in areas other than those designed for such purpose on an approved site plan. SECTION 3. REQUIREMENTS FOR DRIVEWAY SETBACKS AND WIDTHS IN THE BUSINESS, INDUSTRIAL, OFFICE, AND MULTIPLE FAMILY DISTRICTS 7-3-1 Driveway Widths. Measurement between driveway edges: TYPE OF DRIVEWAY MAXIMUM FEET MINIMUM FEET One-way traffic 20 12 Two-way traffic 30 24 7-3-2 Driveway Distances From Street Intersections. The standards listed in the INSTITUTE OF TRANSPORTATION ENGINEERS, publication dated 1985) shall be used as minimum criteria. SECTION 4. PARKING OF TRUCKS IN R-DISTRICTS No trucks or other commercial vehicle with multiple axles shall be parked on any residential premises or street in any R-district overnight; provided that nothing herein shall prevent the parking of such vehicle in a fully enclosed garage or similar pentlanent structure, or the parking of necessary eonstruction vehicles during the construction period on the premises where constniction is in progress. ARTICLB VIII. LANDSCAPING AND TREE REMOVAL REGULATIONS SECTION I. LANDSCAPE AND LAND USE BUFFERS 8-1-1 Intent. The intent of these provisions is to improve the appearance of vehicular use areas and property abutting public rights of way; to re- quire buffering. between noncompatible land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollu-tion and glare. 8-1-2 Sites Affected: . I. The regulations in Article VIII do not apply to single family dctach- ed residences. 2. New Sites. No new site development, building, structure or vehicular use area is allowed unless landscaping is provided as required herein. 3. Existing Sites. No property lines shall be altered nor shall any building, structure or vehicular use area be expanded, unless the minimum landscaping required by the provisions of this article is provided for the entire property. SECTION 2. PERIMETER LANDSCAPING .REQUIREMENTS8-2-1 Where parking areas are not entirely screened visually by an interven- ing building or structure from any abutting right-Qf-way, there shall be provided landscaping between such area and such right-Qf-way as follows: a. A strip of land at 'Ieast ten (10) feet in depth located between the abutting right-Qf-way.and the vehicular use area which shall be land- scaped to include an average of one (I) tree for each forty (40) linear feet or fraction thereof. Such trees shall be located between the abut- ting right-Qf-way and the .vehicular use area. b. In addition, a hedge, wall,berm, or other opaque durable land- scape barrier of at least two (2) feet in height shall be placed alongtheentirelengthofthevehicularusearea. If such opaque durable barrier is of non-living material; a shrub or vine shall be planted along the street side of said harrier and be planted in such a man- ner to break up the expanse of the wall. A two (2) foot berm maybeused; however, additional landscaping at least one (I) foot in height at time of planting shall be installed. The remainder of the required landscaped areas shall be landscaped with grass, ground cover, or other landscape treatment. 8-2-2 Required Landscaping Adjacent to Interior Property Lines. a. Where parking areas abut property zoned or, in fact, used primarilyforresidentialOrinstitutionalpurposes, that portion of such area not entirely screened visually by an intervening structure or existing conforming buffer from an abuttng property, there shall be pro-vided a landscaped buffer which should be maintained and replaced as needed. Such landscaped buffer shall consist of plant material, wall, or other durable barrier at least six (6) feet in height measured from the median elevation of the parking area closest to the com- mon lot line, and be located between the common lot line and the off-street parking areas or other vehicular use area exposed to the abutting property. Fences shall be constructed according to the standards in Article VI, Section 12-10. b. In addition, an average of one (I) tree shall be provided for each forty (40) linear feet of such parking are or fractional pan thereof. Such trees shall be located between the eommon lot line and the off-street parking area or other vehicular use area. c. Where such area abuts property zoned and, in fact, used for of- fice, commercial, or industrial purposes, that portion of area not entirely screened visually by an intervening structure or existing con- forming buffer, shall comply with the tree provisions only as prescribed in this subsection. 8-2-3 The required landscape bufferyard may be combined with a utility or other easement as long as all of the landscape requirements can be ful- ly met, otherwise, the landscape bufferyard shall be provided in addi- tion to, and separate from, any other easement. Cars or other objects shall not overhang 'or Otherwise intrude upon the required landscape bufferyard more than 2Y2 feet and curbs will be required. 8-2-4 Existing Landscape Material. Existing.landscape material shall be shown on the required plan and any material in satisfactory condition maybeusedtosatisfytheserequirementsinwholeorinpart. SECTION 3. INTERIOR LANDSCAPING FOR VEHICULAR USE AREAS Any open vehicular use area (excluding loading, uvloading, and storage areas in the lOP and BG districts) containing more than 6,000 square feet of area, or twenty or more vehicular parking spaces, shall provide "interior landscap- ing" in addition to "perimeter" landscaping. Interior landscaping may be pen-insular or island types. 8-3-1 Landscape Area. For each 100 square feet, or fraction thereof, of vehicular use area, five (5) square feet of landscaped area shall be proviaed. Minimum Area. The minimum landscape area permitted shall be sixty-four (64) square feet, with a 4' minimum dimension to all trees from edge of pavement where vehicles overhang. 2. Maximum Contiguous Area. In order to encourage the required landscape areas to be properly dispersed, no required landscape area shall be larger than 3S0 square feet in vehicular use areas under 30,000 square feet in size, and no required area shall be larger than I,SOO square feet in vehicular use areas over 30,000 square feet. In both cases, the least dimension of any required area shall be 4' minimum dimension 10 all trees from edge of pavement where vehicles overhang. Landscape areas larger than above are permit- ted as long as the additional area is in excess of the required minimum. 8-3-2 Minimum Trees. A minimum of one (I) tree shall be required for each 250 square feet of fraction thereof, of required landscape area. Trees hall have a clear trunk of at least five (S) feet above the ground, and the remaining area shall be landscaped with shrubs, or ground cover, not to exceed two (2) feet in height. 8-3-3 Vehicle Overhang. Parked vehicles may hang over the interior land- scaped area no more than two and a half feet, as long as a concrete curb is provided to insure no greater overhang or penetration of the landscaped area. SECTION 4. LANDSCAPING FOR TRASH ENCLOSURES Any service structure shall be screened whenever located in any residential, com. mercial or industrial zone (except RR and' RSF zones). Structures may be grouped together; however, screening height requirements will be based uponthetallestofthestructures. 8-4-1 Location of screening. A continuous planting, hedge, fence, wall or earth mound shall enclose any service structure on all sides unless such structure must be frequently moved, in which case screening on all but one (I) side is required. The average height of the screening material shall be one (I) foot more than the height of the enclosed structure, but shall not be required to exceed eight (8) feet in height. Whenever a service structure is located next to a building wall, perimeter land- scaping material, or vehicular use area landscaping material, such walls or screening material may fulfill the screening requirement for that side of the service structure if that wall or screening material is of an average height sufficient to meet the height requirement set out in this section. Whenever service structures are screened by plant material, such material may count towards the fulfillment of required interior or perimeter landscaping. No interior landscaping shall be required within an area screened for service structures. 8-4-t Curbs to Protect Screening Material. Whenever screening material is placed around any trash disposal unit or waste collection unit which is emptied or removed mechanically on a regularly occurring basis, a curb to contain the placement of the container shall be provided within the screening material on those sides where there is such material. The curbing shall be at least one (I) foot from the material and shall be designed to prevent possible damage to the screening when the con- tainer is moved or emptied. SECTION S. LANDSCAPING MATERIALS The landscaping materials shall consist .of the following: 8-S-I' Walls and Fences. Walls shall be constructed of natural stone, brick or artificial materials. Fences shall be constructed of wood. Chain link fencing will be permitted only if covered with wood strips or plant material. 8-S-2 Earth Mounds. Earth mounds shall be physical barriers which block or screen the view similar to a hedge, fence, or wall. Mounds shall be constructed with proper and adequate plant material to prevent ero- sion. A difference in elevation between areas requiring screening does not constitute an existing earth mound, and shall not be considered as fulfilling any screening requirement. 8-S-3 Plants. All plant materials shall be living plants, artificial plants are prohibited and shall meet the following requirements. I. Quality. Plant materials used)n conformance with provision of this Ordinance shall conform to the standards of the American Associa- tion of Nurserymen and shall have passed any inspections required under State regulations. 2. Deciduous Trees. Shall be species having an average mature crown spread of greater than fifteen (IS) feet and having trunk(s) which can be maintained with over five (S) feet of clear wood in areas which have visibility requirements, except at vehicular use area iv' tersections where an eight (8) foot clear wood requirement will con- trol. Trees having an average mature spread of crown less than fif- teen (IS) feet may be substituted by grouping of the same so as to create the equivalent of a fifteen (IS) crown spread. A minimum of ten (10) feet overall height or a minimum caliper (trunk diameter, measured 6 inches above ground for trees up to '4 inches caliper) of at least 2Y2 inches immediately after planting shall be required. Trees of species whose roots are known to cause damage to public roadways or other public works shall not be planted closer than fifteen (I S) feet to such public works, unless the tree root system is completely contained within a barrier for which the minimum interior containing dimensions shall be five feet square and five feet deep and for which the construction requirements shall be four (4) inches thick, reinforced concrete. . 3. Evergreen Trees. Evergreen trees shall be a minimum of six (6) feet high with a minimum caliper of one and one-half (I Y2) inches when planted. t. "nrubs and Hedges. Deciduous shrubs shall be at least 2' in average height when planted, and shall conform to the opacity and other' requirements within four years after planting. Evergreen shrubs shall be at least 2' in average height and 2' in diameter. S. Vines. Shall be at least 12 or IS inches high at planting, and are generally used in conjunction with walls or fences. 6. Grass or Ground Cover. Grass shall be planted in species normally grown as permanent lawns, and may be sodded, plugged, sprigg-ed, or seeded; except in swales or other areas subject to erosion, where solid sod, erosion reducing net, or suitable mulch shall be used, nurse-grass seed shall be sown for immediate protection un- til complete coverage otherwise is achieved. Grass sod shall be clean and free of weeds and noxious' pests or diseases. Ground cover such as organic material shall be planted in such a manner as to present a finished appearance and 7S "70 of complete coverage after two com- plete growing seasons, with a maximum of IS inches on center. In certain cases, ground cover also may consist of rocks, pebbles, sand and similar .approved materials. 7. The fOllowing trees are recommended: SPECIFIC NAME COMMON NAME SHADE TREES Acer platanoides "Emerald Queen" Acer platanoides "Crimson King" Maple, Emerald Queen Norway Maple, Crimson King Acer platanoides "Columnar" Acer platanoides "Jade Glen" Acer platanoides "Royal Red" Acer platanoides "Schwedler" Acer platanoides "Variegatum" Acer rubrum Acer rubrum "Red Sunset" Acer saccharum Betula papryiter Betula pendula icciminta Celtis occidentalis Fraxinus pennsylvania Iaceolata Marshall's Seedless" Gingko bilboba G leditsia tricanthos inermis Gleditsia tricanthos inermis Imperial" Gleditsia tricanthos inermis Skyline" Quercus alba Quercus macrokarpa Quercus rubra Quercus paulstris "Sovreign" TiIia omericana Tilia cordata "Greenspire" Tilia x euchlora "Redmond" B. ORNAMENTAL TREES Acer innala Amelanchier Malus bacata columnaris Malus (various species) Maple, Columnar Maple, Jade Green Norway Maple, Royal Red Norway Maple, Schwedler Norway Maple, Variegated Norway Maple, Red or Swamp Maple, Red Sunset Red Maple, Sugar or Hard Birch, Paper Birch, Cut Leaf Weeping Birch Hack berry Ash, Marshall's Seedless Green Gingko Tree Honeylocust, Thornless Honeylocust, Imperial Honeylocust, Skyline Oak, White Oak, Burr Oak, Red Oak, Sovreign Pin Linden, American Linden, Greenspire Linden, Redmond Maple, Amur Serviceberry or Juneberry Crabapple, Columnar Siberian Crabapple, Flowering-Varieties: Dolgo, Flame, Radiant, Red, Silver, Red Splendor Plum, Newport Plum, Flowering or Rose Tree of China Prunus "Newport" Prunus triloba Prunus virginiana Schubert" Rhamnus frangula l'Columnaris" Syringa amurensis japonica C. EVERGREEN TREES Picea glauca densata Spruce, Black Hills Picea pungens Spruce, Colorado Green Picex pungeli glauco Spruce, Colorado Blue Pinus nigra Pine, Austrian Pinus ponderosa Pine, Ponderosa Pinus resinosa Pine, Norway Pinus strobus Pine, White Pinus sylvestris Pine, Scotch 8-S-4 Maintenance and Installation. All landscaping materials shall be insalled in a sound, workmanship like manner and according to accepted, good construction and planting procedures. The owner of the property shall be responsible for the continued proper maintenane of all landscaping materials, and shall keep them in a proper, neat, and orderly appearance, free from refuse and debris, at all times. All unhealthy or dead plant material shall be repiaced within one year, or by the next planting period, whichever comes first; while other defective landscape material shall be relpaced or repaired within three (3) months. 8-S-S Required Opacity. Landscape materials shall be installed to provide a minimum of fifty (SO) percent winter opacity and a seventy (70) percent summer opacity, between two (2) feet above finished grade level to the top of the required planting, hedge, fence, wall, or earth mound within four (4) years after installation. The required landscape bufferyard may be combined with a utility or other easement as long as all of the landscape requirements can be fully met, otherwise, the landscape bufferyard shall be provided in addition to, and separate from, any other easement. Cars or other objects shall not overhang or otherwise intrude upon the required landscape bufferyard more than 2Y2 feet. 8-S-6 All landscaped areas shall be protected by concrete curbing. SECTION 6. PLAN SUBMISSION AND APPROVAL The property owner or developer shall prepare a landscape plan for review by the City. The City shallllPply the fOllowing conditions in approving or disap- proving the plan: 8-6-1 Plan Content. The contents of the plan shall include the following: (a) plot plan, drawn to an easily readable scale, showing and labelling by name and dimensions, all existing and proposed' property lines, easements, buildings, and other structures, vehicular use areas (in- cluding parking stalls, driveways, service areas, square footage), water outlets and landscape mai'erial (including botanical name and common name, installation size, on center planting dimensions where applicable, and quantities for all plants used); (b) typical elevations and/or cross sections as may be required; (c) title block with the pertinent names and addresses (property owner, person drawing plan, and person in- stalling landscape material), scale date, north arrow (generally orient plan so that north is to top of plan), and zoning district: and (d) ex- isting landscape material shall be shown on the required plan and any material in satisfactory condition may be used to satisfy these re- quirements in whole or in part. 8.6-2 Building Permit and Certificate of Occupancy. Where landscaping is required, no building permit shall be issued until the required landscap- ing plan has been submitted and approved, and no Certificate of Oc- cupancy shall be issued until the landscaping is completed as certified by an on-site inspection by the Building Inspector, unless a performance bond, or irrevocable letter of credit from a banking institution, has been paid. 8-6-3 If necessary; .the City may require a letter of credit to insure proper installation of landscape materials with complete cost of all work cer- tified by landscape contractor, with the bond amount to include the actual cost plus 10"70. The bond shall be released upon satisfactory com- pletion of the work as determined by the City. 8-6-4 Where unusual site coriditions exist where strict enforcement of the pro- visions of this Article would cause a hardship or practical difficulty, the Planning Commission and City Council may waive the requirements as pan of the site plan review process. SECTION 7. TREE REMOVAL REGULATIONS INTENT: It is the policy of the City of Chanhassen to preserve natural woodland areas throughout the City and with respect to specific site develop- ment to retain as far as practical, substantial tree stands which can be incor- porated into the overall landscape plan. 8-7.1 No c1earcutting of woodland areas shall be permitted except as approved in a subdivision, planned unit development or site plan application. 8-7-2 The following standards shall be used in evaluating subdivisions and site plans: A. To the extent practical, site design shall preserve significant woodland areas. B. Shade trees of six (6) inches or more caliper shall be saved unless it can be demonstrated that there is no other feasible way to develop the site. C. The City may require the replacement of removed trees on a caliper inch per caliper inch basis. At minimum, however, replacement trees shall conform to the planting requirements identified in Section S of this Article. D. During the tree removal process, trees shall be removed so as to prevent blocking of public rights-Qf-way or interfering with overhead utility lines. E. The removal of diseased and damaged trees is permissible. 8-7-3 Tree removal not permitted under subdivision, planned unit develop- ment or site plan review shall not be allowed without the approval of a tree removal plan by the City Council. Tree removal plans shall in-' clude the content requirements as dictated in Section 6 of this Article and identify reasons for tree removal. Said plan shall be submitted three weeks in advance of the City Council at which it is to be considered. 8-7-4 Single family and two family lots of record are exempted from these requirements. Chokeberry, Schuberts Buckthorn, TalIhedge Lilac, Japanese Tree AR'fICLE IX. SIGNS SECTION I. SIGNS 9-1-1 PURPOSE. The purpose of the following sign regulations is: I. To establish standards which permit businesses a reasonable and equitable opportunity to advertise. 2. To preserve and promote civic beauty and prohibit signs which detract 'from this objective because of size, shape, height, location, condition, cluttering or illumination. 3. To insure that signs do not create safety hazards. 4. To preserve and protect property values.17 SECTION 2. GENERAL PROVISIONS 9-2-1 The design and construction standards as set forth in Chapter 4, of the 1973 Edition of the Uniform Sign Code as may be amended, are hereby adopted. 9-2-2 The installation of electrical signs shall be subject to the Sta,te's Elec- trical Code. Electrical service to such sign shall be underground. 9-2-3 Signs containing noncommercial speech are permitted anywhere that business signs are permitted, subject to the same regulations applicable to such signs. 9-2-4 Signs shall not create a hazard to the safe, efficient movement of vehicular or pedestrian traffic. No private sign shaD contain words which might be construed' as traffic controls, such as "Stop", "Cau- tion", ~'Warning". unless the sign is intended to direct traffic on the premises: 9-2-5 Signs and sign structures shall be properly maintained and kept in a safe condition. Sign or sign structures which are rotted, unsafe, deteriorated or defaced shall be repainted, repaired or replaced by the licensee, owner or agent of the bUilding upon which the sign stands. 9-2-6 No sign shall be attached or be allowed to hang from any building un- til all necessary wall and roof attachments have been approved by the city building official. 9-2-7 No signs, guys, stays or attachments shall be erected, placed or main- tained on rocks, fences or trees nor interfere with any electric light, power telephone or telegraph wires or the supports thereof. 9-2-8 The use of search fights, banners, pennants and similar devices which extend over public right-of-ways, shall require a permit. The permit shall be vafid for no more than 10 consecutive days. No more than three permits per business shall be granted during any calendar year. 9-2-9 ,Illuminated signs shall be shielded to prevent lights from being directed at oncoming traffic in such brilliance that it impairs the vision of the driver. Nor shall such signs interfere with or obscure an official traffic sign or signal. This includes indoor signs which are visible from public streets. " 9-2-10 Portable signs may not exceed 32 square feet and may not be,iIluminated with any flashing device. Use of a portable sign shall require a permit. The permit shall be valid for no more than 10 consecutive days. No more than three permits per business shall be granted during any calen- dar year. 9-2-11 No sign or sign structure shall be closer to any lot fine than a distance equal to one-half (Vl) the minimum required yard setback. No sign shall be placed within any drainage or utility easement. 9-2-12 Signs reguiring permits shall display the permit sticker or stick~ number in a conspicuous manner. 9-2-13 No sign or sign structure shall be erected or maintained that prevents free ingress or egress from any door, window or fire escape. No sign or sign structure shall be attached to a standpipe or fire escape. 9-2-14 A freestanding sign or sign structure constructed so that the faces are not back to back, shaD not have an angle separating the faces exceeding twenty (20) degrees unless the total area of both sides added together does not exceed the maximum allowable sign area for that district. 9-2-15 Signs on adjacent non-residential property shall be positioned so that the copy is not visible from residential uses or districts along adjoining side and rear yard property fines. 9-2-16 Except for farm buildings, at least one (I) address sign identifying the correct address shall be required on each principal building, accessory building, or mail boxes in all districts. The numbers shall be at least three inches in height. 9-2-17 No sign other than governmental signs, shall be erected or placed upon any public street, right-of-way or pubfic easement, or project over public property. 9-2-18 The exposed uprights, superstructure and/or backside of all signs shall be painted a neutral color such as light blue gray, brown, or white, unless it can be illustrated that such part of the sign designed or painted in.another manner is integral to the overall design of the sign. 9-2-19 All permanent signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building's architecture. Multi-tenant commercial and industrial buildings shall have uniform signage. SECTION 3. PERMITTED AND PROHmITED SIGNS 9-3-1 Permitted Signs. The following signs are allowed without a permit: I. Campaign Signs. Campaign signs, not exceeding 24 square feet. The sign must contain'the name of the 'person responsible for such sign, and that person shaD be responsible for its removal. Such signs shall remain for no longer than seventy-five (75) days in any calen- dar year. The City shall, have the right to remove and destroy signs not conforming to the Ordinance. 2. Directional Signs. A. On-Premise Signs. ShaD not be larger than four (4) square feet. The number of signs shall not exceed four (4) unless approv- ed by the City Council. B. Off-Premise Signs. Shall be fimited to situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed'through residential streets. The size of the sign shall be approved by the City Council and shall contain no advertising. 3. Hofiday Signs. Signs or displays which contain or depict a message pertaining to a religious, national, state or local holiday and no other ,matter and which are displayed for a period not to eXceed seventy-five (75) days in any calendar. year. 4. Informational Signs. Informational signs not exceeding sixtten (16) square feet. 5. Integral Sig'ns. 6. Motor fuel price signs are permitted on the premises of any automobile service station only if such signs are affIXed to the fuel pumps or are made an integral part of a ground low profile or pylon business sign otherwise permitted in that zoning district. Motor fuel price signs affIXed to a fuel pump shall not exceed four (4) square feet in sign display area. When such signs are made an integral part of a freestanding business sign, the sign display are devoted to the price component shall not exceed thirty (30) ,percent of the total sign display area of the sign. 7. Nameplate Signs., Nameplate signs not exceeding two (2) square feet. 8. Non-Illuminated Construction Signs. A nOnilluminated construc- tion sign confined to the site of the construction, alteration or repair. Such sign 'must be removed within one (I) year of the date of issuance of the first building permit on the site and may be ex- tended On an annual basis. One sign shall be permitted for each street the project abuts. Commercial and indutrial signs may not exceed fifty (50) square feet in sign area, and residential construc- tion signs may not exceed twenty-four (24) square feet in sign area. 9. O.S.H.A. Signs. 10. Pubfic Signs. Signs of a pubfic, noncommercial nature erected by a governmental entity or agency including safety signs, directional signs to public' facilities, trespassing signs, traffic signs, signs in- dicating scenic or historical points of interest, memorial plaques and the like. II. Rummage (Garage) Sale Signs. Rummage sale signs shall be remov- ed within two days after the end of the sale and shaD not exceed five (5) square feet. Rummage sale signs shall not be located in any public right-of-ways. The City shall have the right to remove and destroy sig~ not conforming to this Ordinance. The City may assess a fee of SUlO per sign removed by the City. 12. Temporary development project advertising signs erected for the purpose of selling or promoting any nonresidential project, or any residential project of ten (10) or more dwelling units, shall be per- mitted subject to the following regulations: A. Not more than two (2) such signs shall be aDowed per project. B. Such signs shall only be located along streets that provide primarY access to the project site. C. Such signs shall be s,et back not less than twenty-five (25) feet from any property line, and shall be firmly anchored to the ground. , D. No such sign shall be located closer than two hundred (iOO) feet' from an existing residential dwelling unit, church, or school which is not a part of the project being so advertised. E. Such signs'shaD riot be located closer than two hundred (200) feet from any other such sign located on the same side of the street. F. Sign display area shall not exceed sixty-four (64) square feet, and the height of such signs shall not e;otceed fifteen (15) feet. - G. Such signs shall be removed when the project being advertis- ed is eight percent (80"!0) completed. For the purpose of this section, the percentage of project completion shall be deter- mined by dividing the number of dwelling units sold in the residential project by the total number of units allowed in the approved Development Plan; and by dividing the number of buildings constructed in a nonresidential project by the total number of building sites in the approved Development Plan. 13. Temporary real esiate signs which advertise the sale, rental or lease of real estate subject to the following specifications: A. On-premise real estate signs advertising the sale, rental or lease of the premises upon which the sign is located. I) One nonilluminated sign is permitted per street frontage. 2) Sign display area shall not exceed twelve (12) square feet per sign on property containing less than 10 acres in area, and thirty-two (32) square feet per sign on property con- taining 10 or mon!~acres. 3) No such sign shall exceed ten (10) feet in overall height. nor be located less than ten (10) feet from any property line. 4) All temporary real estate signs shall be removed within seven (7) days following sale, lease, or rental of the property. B. Off-premise real estate signs advertising the sale, rental or lease of Business and Industrial buildings: I) One nonilluminated off-premise sign shall be permitted per building. 2) such signs shall only be permitted in business and In- dustrial districts and on property located with the same subdivision or development as the building being advertised. 3) Such signs shall not be located closer than two hundred 200) feet from any other such sign located on the same side of the street. 4) Sign Display Area shall not exceedthiqy-two (32) square feet, and the height of such signs shall not exceed fifteen 15) feet. 5) such signs shall be removed within seven (7) days follow- ing the lease or sale of eighty percent (80%) of the building floor space which it is advertising, or within twelve (12) months from the date a permit is issued, whichever comes first. C. Off-Premise directional signs which show direction to new residential developments: . INTENT. To allow short term signage, for residential develop- ment, to familiarize the public with the new development. I) Such sign shall only be permitted along major arterials and collectors as identified in the Comprehensive Plan. 2) Only one sign per intersection and one sign per develop- ment shall be permitted. ' 3) Sign display area shall not exceed twenty-four (24) square feet and the height of sudl signs shall not exceed ten (10) feet. . 4) Such sign shall not be located closer than twenty-five (25) feet from any street right-of-way line and shall be firmly anchored to the ground. 5) Such sign shall only be constructed out of wood materials and be non-illuminated. 6) Such sign shall be removed six (6) months after the ~ign has been erected and developer may not apply for a sec- ond off-premises directional sign permit. 7) Sign copy shall include the name of subdivision and a direction arrow only. 9-3-2 Prohibited Signs. The following, signs are prohibited: 1. AdvertisingSigns. 2. Advertising or business signs on or attached to equipment such as semi-truck trailers where signing is a principal use of the equip- ment on either a temporary or permanent basis. ' 3. Motion signs and Flashing Signs, except time and temperature signs and barber poles. 4. Projecting signs. 5. Roof signs. Except that a business sign may be placed on the roof, facia or marquee of a building provided it does not extend above the highest elevation of the building, excluding chimneys. A. Roof signs shall be thoroughly secured and anchored to the frames of the building over which they are constructed and erected. B. No portion of roof signs shall extend beyond the periphery of the roof. 6. Business signs which advertise an activity, business, product or ser- vice no longer produced or conducted on the premises upn which the sign is located. Where the owner or lessor of the premises is seeking a new tenant, such signs'may remain in place for not more than thirty (30) days from the date of vacancy. 7. Wall Graphics. 8. Portable Signs except as permitted in Section 9-2-10 of this Ordinance. 9. Signs which are tacked on trees, fences or utility poles. 10. Home occupation signs except for one identification sign. The sign may not exceed two (2) square feet in area. SECTION 4. NONCONFORMING USES When the principal use of land is legally nonconforming umler the Charihassen Zoning Ordinance, all existing or proposed signs in conjunction with that land, shall be considered conforming if they are in compliance with the sign provi- sions for the most restrictive zoning district in which the principal use is aDowed. SECTION 5. AGRICULTURAL AND RESIDENTIAL DISTRICTS. The following signs are allowed by permit in the A-I, A-2, RR, RSF, R-4, R-8 and R-12 districts: 9-5-1 Pubfic and Institutional Signs. One ground low profile or waD sign, not exceeding twenty-four (24) square feet of sign display area, shall be permitted on the premises of any pubfic or institutional property giving the name of the facility and nature of the use and occupancy. Such signs shall be located at least ten (10) feet from any property fine, and shall not exceed five (5) feet in height. . 9-5-2 Development Identification Signs. One development identification sign, not exceeding twenty-four (24) square feet of sign display atea, shall be permitted for each major entrance into any residential development of ten (10) or more dwelling units. For the purposes of this section, major entrance" shaD be defined as the intersection of any local street serving the identified development with any arterial or collector street so designated in Article VI, Section 25. Such signs shall be located so as not to conflict with traffic visibility or street maintenance opera- tions, and shall be securely anchored to the ground. SECTION 6. NEIGHBORHOOD BUSINESS AND INSTITUTIONAL DISTRICTS The following signs shall 'be aDowed by permit in any OI or B-1 District: 9-6-1 Ground Low Prof1le Business Signs. One ground low profile business or institutional sign not exceeding twenty-four (24) square feet of sign display area shall be permitted per street frontage, with a maximum of two such signs per lot. Such signs shall be signs located at least ten 10) feet from any property fine and shall not exceed five (5) feet in height. 9-6-2 WaD Business Signs. One wall business sign shall be permitted 'per street frontage for each business occupant within a building. The total of all waD mounted sign 'display area shall not exceed ten (10) percent of the total area of each building wall upon which the signs are mounted, but no individual business sign shall exceed twenty-four (24) square feet in sign display area. A wall business sign shall not be mounted upon the waD of any building which faces any adjoining Residential District without an intervening public stre,et. SECTION 7. HIGHWAY AND GENERAL BUSINESS DISTRICTS The following signs shall be allowed by permit in any BH, BG or BF District: 9-7-1 Ground Low Profile Business Signs. One ground low profile business sign shall be permitted per street frontage, with a maximum of two (2) such signs per lot. Such signs shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. Such signs shall be located at least ten (10) feet from any property line. In no case shall any lot contain more than two (2) freestanding business signs, whether such signs are pylon or ground low profile signs. 9-7-2 Pylon Business Sign. One pylon business sign, not exceeding sixty-four 64) square feet in sign display area, sh;lll be permitted per lot. A pylon business sign greater than sixty-four (64) square feet, but equal to or less than eighty (80) square feet, may be permitted after securing a con- ditional use permit. Such signs shall be located at least ten (10) feet from any property line, and shall not exceed twenty (20) feet in height. In no case shall any lot contain more than two (2) freestanding business signs, whether such signs are pylon or ground low profile signs. 9-7-3 Wall BUsiness Signs. One wall business sign shall be permitted per street frontage for each business occupant within a building. The total of all waD mounted sign display area shall not exceed fifteen (15) percent of the total area of the building wall upon which the signs are mounted. Chanhassen Zoning Ordinance Page Eleven No individual business sign shall exceed eighty (80) square feet in sign display area. A wall business sign may be mounted upon any wall of a principal building. ' 9-7-4 Development Identification Signs. One development identification sign, not exceeding sixty-four (64) square feet of sign display area, shall be permitted for each major entrance into any commercial development of three (3) or more buildings. For the purposes of this. section, "ma- jor entrance" shall be defined as the intersection of any local or collec- tor street serving the identified development with any arterial or col- lector street so designated in Article VI, Section 25. Such signs shall be located so as not to conflict with traffic visibility or street maintenance operations, and shall be securely anchored to the ground. SECTION 8. INDUSTRIAL OFFICE PARK DISTRICTS The following signs shall be aDowed by permit in any lOP District: 9-8~1 Ground Low Profile Business Signs. One ground low profile business sign shall be permitted per street frontage, with a maximum of two (2) such signs per lot. Such signs shaD not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. Such signs shall be located at least ten (10) feet from any property fine. 9-8-2 WaD Business Signs. One waD business sign shall be permitted per street frontage for each business occupant within a building. The total of all wall mounted sign display area shall not exceed fifteen (15) percent of the total area of the building wall upon which the signs are mounted. No individual business sign shall exceed eighty (80) square feet in sign display area. A wall business sign may be mounted upon any wall of a principal building. 9-8-3 Development Identification Signs. One development identification sign, not exceeding ninety (90) square feet of sign display area, shall be per- mitted for each major entrance into any Industrial Office Park of three 3) or more principal buildings. For the purposes of this section, "ma- ' jor entrance" shall be defined as the intersection of any local, collec- tor or arterial street serving the identified development with any arterial or collector street so designated in this Ordinance. Such signs shall be located so as not to conflict with traffic visibility or street maintenance operations, and shall be securely anchored to the ground. SECTION 9. CENTRAL BUSINESS DISTRICT The following signs shall be allowed by permit in the D-3 District: 9.9-1 Wall Business Sign. One waD business sign shall be permitted per street frontage for each business occupant within a building. The total of all wall mounted sign display area shall not exceed fifteen (15) percent of the total area of the buildmg wall upon which the signs are mounted. No individual business sign shall exceed sixty-four (64) square feet in sign display area. The design and location of all business signs'in this district shall be in keeping with the purpose and intent of this Ordinance and the goals and objectives of the Downtown Redevelopment Plan of the City. Central Business District signage shall be uniformly designed to be an integral part of the building's architecture to avoid excessive signage and to ensure a harmonious appearance throughout the Downtown area. 9-9-2 Business Directory Sign. One Business Directory Sign shall be permit- ted per shopping center. The desigil and location of such sign shall be consistent with the design objectives for wall business signs in this district. The maximum height for such signs shall be twenty (20) feet and the total sign display area shall not exceed eighty (80) square feet. 9-9-3 Pylon Business Sign. One pylon business sign, not exceeding sixty-four 64) square feet in sign display area, shaD be permitted per lot. Such signs shall be located at least ten (10) feet from any property fine, and shall not exceed twenty (20) feet in height. SECTION 10. BONUS, SIGN AREA To encourage design excellence, the maximum sign areas for certain businesses, industrial, and directory signs may be increased up to a maximum of ten (10) percent based on the original sign area fimitation. 9- W-I Ground Profile, free standing and waD signs may be increased as follows: ' 1. When the sign is contructed of solid wood and uses only earth tone colors. 2. When the sign (except for waD signs) is installed in a landscaped planter. SECTION 11. INSPECTION All signs for which a permit is required shall be subject to inspection by the city building official. At minimum, an annual inspection shall be made. The building official may order the removal of any sign that IS nOI maintained in accordance with the maintenance provisions of this Ordinance. SECTION 12. PERMIT, APPLICATION, VARIANCE AND CITY COUNCIL APPROVAL 9-12-1 Except as provided in Section 9-3-1, no sign or sign structure shall be erected, constructed, altered, rebuilt or relocated until a permit has first been issued by the City. 9-12-2 Sign Application. The following information for a sign permit shall be supplied by an applicant if requested by the City: 1. Name, address and telephone number of person making application: 2. A site plan to scale showing the location of lot fines, building struc- tures, parkingareai, existing and proposed signs and any other physical features. 3. Plans,location and specifications and method of construction and attachment to the buildings or placement method in the ground. 4. Copy of stress sheets and calculations. 5. Written consent of the owner or lessee of any site on which the sign is to be erected. 6. Any electrical permit required and issued for the sign. 7. Such other information as the City shaD require to show full com- pliance with this and all other laws arid ordinances of the City. 9-12-3 The City Planner upon the filing of any appfication for a permit shaD examine such plans, specifications and other data. If the proposed sign compfies with this and other appficable ordinances, the inspector shall issue a sign permit unless City Council approval is required. If City Council approval is required, the matter shall be promptly referred to the Council for action. 9-12-4 Fees. Fees for the review and processing of sign ficense appfication and variance requests shall be imposed in accordance with the fee schedule estabfished by City Council resolution. 9-12-5 Variances. The City Council, upon the recommendation of the Plan- ning commission, may grant a variance from the requirements of this Section where it is shown that by reason of topography or other condi- tions, strict compliance with the requirements of this Ordinance would cause a hardship; provided that a variance may be granted only if the variance does not adversely affect the spirit or intent of this Ordinance. Written applicaiion for a variance shall be filed with the Planning' Department and shall be supplemented with reproducible copies of the proposed sign. The application shaD be processed in conformance with the public hearing r.equirements dictated for variances in Article III, Section I. No variance shall be granted by the City Council unless it has received the affirmative vote of at least 4/Sths of the full City Council. ARTICLE X. MINERAL EXTRACTION SECTION 1. MINERAL EXTRACTION: 10-1-1 Permit Required. It shall be unlawful for any person, firm or corpora- tion to remove, store or excavate rock, sand, gravel, clay, silt or other fikematerial in the City, or to fill or raise the existing surface grades, without receiving a conditional use permit for mineral extraction. Such permits may only be issued in the zoning district when mineral extrac- tion is listed as a conditional use. 10-1-2 Exceptions. An extraction permit shall not be required for any of the following: 1. Excavation for a foundation, cellar or basem'ent of a building if a building permit has been issued. 2. Grading a lot in conjunction with building if building permit has been issued. 3. Excavation by State, County, or City authorities in connection with construction Or maintenance of roads, highways or utilities. 4. Curb cuts, utility hookups or street openings for which another per- mit has been issued by the City. 5. Excavations less than one hundred (100) cubic feet. 6. Excavation or grading for agricultural purposes. 7. Excavation or grading in accordance with a development contract approved under the City's Subdivision Ordinance. , 8. Excavation or grading on residential lots not in conjunction with a building permit shaD receive the approval of the City Enginer sub- ject to the terms of this Article. 10-1-3 Extraction Permit Appfication. Applicatiorl for the extraction permit shall be made in writing in the form specified by the City. The applica- tion shall contain the following information: 1. The correct legal description of the land upon which excavation is proposed.18 Page Twelve Chanhassen Zoning Ordinance 2. The name and address of the applicant, the owner of the land, and the person or corporation Conducting the actual removal operation. 3. The names and addresses of all adjacent land owners within SOO feet. 4. The purpose of the proposed excavation. S. The estimated time required to complete the proposed excavation and rehabilitation. ' 6. The names of the highways, streets or other public roadways within the City upon which the material shall be transported. 7. Specifications for the following using appropriate maps, photographs and surveys; A. The physical relationship of the proposed excavation site to the community and existing community development. B. Site analysis information such as trees, depth of topsoil, ad- jacent and on-site buildings and land uses, flood levels, water- courses, and elevation and percent slope within one hundred 100) feet beyond the perimeter of the site. C. The estimated quantity of materials to be excavated. D. The depth of water tables throughout the proposed excava- tion site. E. The average thickness of overburden on the proposed excava- tion site. 8. The plan of operation, including processing, if any, the type of resources or materials to be removed, the nature of the processing and equipment, location of the processing plant, sources of water, disposal of water, reuse of water, and the use of explosives. 9. Plans for drainage, wind and water erosion control, sedimentation ane! dust control, maintenance of security on the proposed excava- tion site, control of access to open excavation and control of weeds and unsightly vegetation. 10. A comprehensive rehabilitation plan showing suitable provisions for reclamation and rehabilitation of the excavated area to a usab;e condition compatible with the adjacent land such that it will not become a health or safety hazard or a nuisance. Such plan shall, as a minimum, include anticipated final elevations, slopes and plans for the return of subsoil and topsoil. Where the Council deems prac- tical and necessary, such plan shall also include adjoining related areas 'where excavations have previously been made which remain under the control of the applicant or the owner of the land on which the excavation is proposed. 10-1-4 Public Hearing. Upon receipt of such application, the Council shall set the matter for a public hearing following the notice provisions re- quired for a conditional use permit. 10-I-S Issuance of Extraction Permit; Council Action; I. The Council shall evaluate the application in accordance with the standards and requirements set forth in this Ordinance. 2. The Council shall issue an extraction permit only upon a finding that the proposed excavation activities will not be dangerous or otherwise detrimental to persons residing or working in the vicini- ty thereof, or to the public health, safety, or welfare, and will not impair the use, enjoyment, or value of any neighboring property. 3., The Council may attach conditions to protect the public health, safety and welfare, to avoid traffic congestion or hazard or to pro- mote conformity of a proposed use with the character of adjoin- ing property and uses. 10-1-6' Standards. The following standards shall apply to all extraction operations; 1. Boundary. Extraction Operations shall be conducted within the con- fines of the excavation site described in the application. 2. Prohibited Areas. Extraction operations shall not be conducted within the following; A. Five (S) feet of the right-of-way of an existing public utility. B. Thirty (30) feet of the boundary of an adjoining property which is not being used for extraction 'operations. C. Twenty-five (25) feet of the right-of-way of a public street or highway. 3. Fencing. During excavation operations, access to any area where collections of water are one and one-half (I~) feet 'in depth or more or where excavation slopes are steeper than one (I) foot vertical to one and one-half (I ~) feet horizontal and any other areas where obvious danger to the public exists shall be controlled by a fence erected and maintained around the entire site or portions thereof and shall be a type specified by the Council. 4. Appearance and Screening. A. All machinery shall be kept operational. B. Abandoned machinery and rubbish shall be promptly remov- ed from the excavation site. C. Within three (3) months after the termination of excavation operations or within three (3) months after the expiration of the extraction permit provided by this Ordinance, the appli- cant or owner shall dismantle buildings and structures inci- dent to excavation operations and shall grade the excavation site as well as complete all rehabilitation on the site as provid- , ed by ihe rehabilitation plan. D. When required, the'perimeter of the excavation site shall be planted or otherwise screened. E. Existing tree and ground cover shall be preserved to the max- imum extent feasible, ,maintained or supplemented by selec-, tive cutting, transplanting and replanting of trees, shrubs an<;l other ground cdver along all setback areas. S. Excavation Operating Standards. A. Noise. Maximum noise level at the perimter of the excavation site shall comply with the limits or standards established by the Minnesota Pollution Control Agency and the United States Environmental Protection Agency. B. Hours. All excavation operations shall be conducted between 7;00 a.m. and 7;00 p.m., Monday through Saturday only. The council may restrict excavation, processing or related opera- tions on legal holidays if such activities cause noise or other disturbances offensive to adjacent property owners. C. Explosives. The use and handling of explosives at the excava- tion site shall be coordinated with the Police Department. Blasting shall occur only at hours specified in the extraction permit. D. Fugitive Dust. Excavation operators shall use all practical means to reduce the amount of fugitive dust generated by ex- cavation operations. In any event, the amount of dust or other particulate matter generated by the excavation shall not ex- ceed air pollution standards established by the Minnesota Pollution Control Agency. E. Water P.ollution. Excavation operators shall comply with all applicable Minnesota Pollution Control Agency and Depart- ment of Natural Resources regulations and all applicable United States Environmental Protection Agency regulations for the protection of water quality. No waste products or pro- cessed residue including untreated wash water shall be deposited in any public waters of the State of Minnesota nor in or near wetlands. F. Topsoil Preservation. All topsoil shall be retained at the ex- cavation site until the completion of rehabilitation work in ac- cordance with rehabilitation plan. O. Slopes During Excavation Operations. During the entire period of operations, ,all excavations other than the working face, shall be sloped on all sides to a maximum ratio of one (I) foot horizontal to one (I) foot vertical, unless a steeper slope is ap- proved by the City. Where exCavations are adjacent to a public roadway or other right-of-way, the excavation shall have a maximum slope of four (4) feet horizontal to one (I) foot ver- tical. Slopes adjacent to waterways shall not exceed six (6) feet horizontal to one (I) fooi vertical. H. Equipment. All equipment and machinery shall be operated and maintained in such a manner as to minimize dust, noise, and vibration. Power drives or power-producing machine shall not be housed or operated less than one thousand (1,000) feet from a residential use. Access roads shall be maintained in dust-free conditon by surfacing or other treatment as may be specified by the city engineer. I. Processing. Crushing, washing, and refining, or other similar processing may be authorized by the Council as an accessory use, provided, however, that such accessory processing shall not be in conflict with the use regulations of the district in which the operation is located. Processing shall not be per- mitted fn R-districts. J. Council Waiver. The Council, at the time of issuance of the extraction permit, may waive or modify any of the provisions in this Section or impose additional requirements if it finds that the plan' of operation or other materials submitted with the' application or other factors make appropriate more suitable measures for standards consistent with the public health, safety and welfare. 6. Rehabilitation Standards. A. Timing. Rehabilitation shall be a continuing process occur- ring as quickly as possible after the excavation operation has moved into another part of 'the excavation site. B. Slopes. All banks and slopes shall be rehabilitated in ac- cordance with the rehbilitation plan submitted with the extrac- " tion permit application. No rehabilitation slope shall be steeper than four (4) feet horizontal to one (I) foot vertical, except that steepr slopes may be permitted in accordance with the rehabilitation plan when the slopes are planned for slope- related uses including, but not limited to, ski hills and sliding hills. C. Surface Rehabilitation. All excavation shall be made either to a water producing depth, such depth to be not less than five S) feet below the low water mark, or shall be graded or backfilled with nonnoxious, noninflammable and noncum- bustible solids, to secure (I) that the excavated area shall not collect and perin it to remain therein stagnant water; or (2) that the surface of such area which is not permanently submerged is grad'ed or backfilled as necessary so as to reduce the peaks and depressions thereof - so as to produce a gently running surface ,that will minimize erosion due to rainfall and 'which will be in substantial conformity, to the adjoining land area and four (4) inches of black ~opsoil shall be placed on all areas, except beaches, that will remain above water level, and planted with ground cover sufficient to contain the soil. D. Slopes to Water Bodies. No slope descending to a water body shall exceed one (I) foot vertical to six (6) feet horizontal. E. Water Bodies. All water areas resulting from excavation shall be rehabilitated as follows; All standing water bodies shall either be filled with acceptable fill materials at the end of each excavation construction season or preserved in the discretion of the City, consistent with the public health, safety and welfare. 10-1-7 Special Requirements. The Council, as a prerequisite to the issuance of an extraction permit, or after an extraction permit has been granted, may require the applicant or owner of the premises to: I. Reimburse the City for the,most of periodic inspections for the pur- pose of determining that the provisions of the extraction permit and this ordinance are being followed. 2. Submit to the Council a detailed map of the streets on which the material removed shall be transported (haul roads). The City shall inspect the haul roads proposed to be used by the applicant or owner and shall recommend to the Council necessary upgrading ot repair- ing of the haul roads prior to their use by the,applicant or owner. The Council shall designate the haul roads and shall incorporate the recommendations of the responsible City officials in the extrac- tion permit issued to the applicant. It shall be the responsibility of the applicant or owner to maintain the haul roads in accoidance with the provisions set forth in the permit. The City shall periodical- ly inspect haul roads to insure compliance with the permit. During the period of or upon completion of the excavation operations, the applicant or owner shall make any necessary repairs to the haul roads as recommended by the City. All costs of inspection provid- ed for in this paragraph shall be borne by the applicant or owner. The use of the haul roads shall be further subject to any road and weight restrictions imposed by the City. 3. Submit annually in writing to the Council the estimated quantity of minerals to be excavated. If the quantity of minerals to be ex- cavated is for any reason likely to exceed the original estimate berein required, the applicant or owner shall notify the Council of the change in estimated quantity. 4. Comply with such other requirements as the Council shall from time to time deem proper and necessary for the protection of its citizens and the general ~elfare. 10-1-8 Inspections. The City may inspect all excavation sites where an extrac- tion permit has been issued. The operator or owner of 'any excavation operation found in'violation of the requirements of this Ordinance or its extraction permit shall remedy such violations within the time specified by written notice from the City. 10-1-9 Duration of Extraction Permit. The excavation license shall run from January 1 through December 31 of the same year or for a lesser period of time as the Council may specify at the time of issuance of the ex- 0- I l I CITY OF CHANHASSEN PROPOSED ZONING MAP OEC. 1986 LElIDD It. 1 - AGRlClI.:n.FlAl PRESERVA lION DISTRICT 102 - AGRIC\JI.:T1.lRAL ESTATE OlSTmCT RR . AUW. RESDENTAL OISTmCT RSF - SNQlf FAMI.. Y RESlDENTIAL. DISTRICT R4 - Ir.'IXED LOW DENSITY RESIOEHTlAl DISTRICT R8" - lr,4IXED l.IE[lU.t 0ENSlTY RESDENl1AL DISTRICT Rt2 - HIGH DENSITY RE$I:lENTJAL DISTRICT BN - tEIGl-eORHOOO BUSINESS DISTRICT 8H - HIGHWAY l BUSINESS SERVICES DISTRICT CBO - CENTRAL BUSINESS DISTRICT 8G. - GENER"Al. BUSINESS DISTRICT SF - fRINGE BUSINESS DISTRICT Ol - OFFJCE a INSTTMlONAL DISTRICT lOP - NlUSTRlAL OfFICE PARK DISTRICT Pl.() - PlANNEO LNT DEVElOPMENT OISTRICT NE - NA~ ENVIRONMENT LAKE FtO - RECREATIONAL DEVE1...OPtJENT LAKE 1 I" j l w:J U:-t..J- traction permit. If the extraction permit is to run for less than a full year, the fee shall be prorated as determined by the council. 10-1- I 0 Extraction Permit Fee. The applicant or owner of the premises on which the excavation operation is located shall annually submit to the Coun- cil written estimates of; , I. The total area' of the mineral extraction operation (expressed in acres) to be actively mined during the forthcoming year; and 2. The total area for which an extraction permit permitting mineral extraction operations has been granted (expressed in acres) which will not be actively mined in the forthcoming year. The Council shall, by Resolution, establish an annual per acre per- mit fee. 10-1-11 Surety Bond. The Council shall require the applicant or'owner of the premises on which the excavation operation is located to post a surety bond with a surety acceptable to the City, cash escrow or letter of credit security") in an amount determined by the City Council, running to the City, conditioned to pay the City the extraordinary cost and ex- pense of repairing any streets where such repair work is made necessary by the special burden resulting from hauling and travel, and removing material from any pit or excavation, and conducting required rehabilita- tion and conditioned further to comply with all the requirements of this Ordinance and the particular extraction permit, and to pay any expense the City may incur by reason of doing anything required to be done by any applicant to whom a,permit is issued. The security shall remain in full force and effect for a minimum period of one (I) year after expiration of the extraction permit to guarantee the required rehabilitation, as well as the other requirements herein provided. ARTICLE XI. MISCELLANEOUS SECTION I. VIOLATIONS, ENFORCEMENT, EFFECT AND VALIDITY 11-1-1 Violations and Penalties. Violation of this ordinance is a misdemeanor punishable by up to 90 days in jail and a S700 fine. Each day that" a violation continues shall constitute a separate offense. I I -1-2 Enforcement. I. The City Manager or authorized representative shall conduct and supervise the enforcement of this ordinance with the assistance of the City attorney, building and zoning official, Police Department and other designated staff. Enforcement actions to be taken by the City staff shall be authorized by the City Manager. 2. Prior to the institution of legal proceedings, the City Manager may, by written order, suspend, revoke or modify any permit or authorization issued pursuant to this Ordinance on information and belief that the permit has been issued in error on the basis of incor- rect or inadequate information, or that the work is not being per- formed in compliance with this Ordinance or with tire provisions of any permit issued pursuant hereto. The City Manager, in addi- tion, may issue an order to the owner or occupant of any premises to cease and desist the use of such premises immediately,'when such premises are being used in a manner creating substantial hazard to the public health, safety or welfare, or in violation of any per- mit issued pursuant hereto. The City Manager shall have the power to prevent unlawful erection, construction, reconstruction, altera- tion, repair, conversion, maintenance, or use of lands or structures within the City and to restrain, correct or abate such violations, or to prevent the occupancy, of buildings, structures or lands, or prevent any illegal act, conduct, business, or use on or about said premises and may use the City Attorney, police and other person- nel in accomplishing these duties. " 1 I - I -3 Validity. Should any action or provision of this Ordinance be declared by a court of competent jurisdiction to be invalid such decision shall not affect the validity of this ordinance as a whole, or any part thereof, other than the part so dedarCcl to be invalid. If this Ordinance or any provision herein is held to be inapplicable to any person, property or work, such holding shall not affect the applicability hereof to any other perso'ns, property or work. SECTION 2. REPEAL Ordinance Nos. 36,,47, 60, 6S, and 68 and all amendments thereto are hereby repealed. SECTION 3. EFFECTIVE DATE This Ordinance shall be in effect upon its publication. Adopted this ISth day of December, 1986. CITY OF CHANHASSEN BY; Thomas Hamilton, Mayor ATTEST; Don Ashworth, City Manager/Clerk Published in'the papers of WEEKLY NEWS, INC. this 19th day of February, 1987. 4 5 6 7 19 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 619 AN ORDINANCE AMENDING CHAPTER 1, GENERAL PROVISIONS, CHAPTER 4, FEES, CHAPTER 18, SUBDIVISIONS, AND CHAPTER 20, ZONING OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 1-2 of the Chanhassen City Code is amended to read as follows: Lot, flag/neck means a lot that does not provide the full required frontage on a public right-of-way, but rather is served by a narrow "neck" of land that extends to the street. To meet the definition, the neck must be at least 30 feet wide. The lot width on neck or flag lots and lots accessed by private streets shall be 100 feet as measured at the front building setback line. Lots of this type existing before March 26, 1990 shall be classified as neck/flag lots for the purposes of determining lot area, lot coverage, and front yard setbacks even if they do not meet the stipulated neck width. The location of flag -neck lots is conceptually illustrated below. (18, 20) Neckl Flag Lots Frort Lai Lim Lot Mh 100, Lot Vlktth Section 2. Section 4-30(b)(12) of the Chanhassen City Code is amended to read as follows: 12. Temporary Outdoor Sales and Events a) Temporary Outdoor Event Permit .......$50.00 b) Seasonal Sales Permit..........................$50.00 c) Special Event Permit..........................$100.00 d) Race Addendum..................................$50.00 20 Section 3. Section 18-57(k) of the Chanhassen City Code is amended to read as follows: k) The length of the cul-de-sac shall be measured from the intersection of the cul-de-sac and street's centerlines to the center point of the cul-de-sac turnaround radius (see diagram below). The maximum length of a street terminating in a cul-de-sac shall be 800 feet. The City Manager or their designee may approve a cul-de-sac exceeding 800 feet if they determine that one or more of the following necessitate a length in excess of 800 feet: 1) There are opportunities for a secondary access to adjacent properties in the future. The cul-de-sac must comply with the temporary cul-de-sac standards specified in Section 18- 57(t), and should address an identified system deficiency outlined in the transportation section of the City's Comprehensive Plan; 2) Topography which would require substantial grading and/or the loss of significant trees that would alter the physical character of the property and/or surrounding parcels. Center pcirt cf wn§rmLtttd -adiu= Lters.cpon W rst-+hne; Section 4. The Chanhassen City Code is amended by adding section 18-57(r)(4) to read follows: 4) Sufficient open space is preserved or other provisions are made to offset the increased percentage of hardcover that will be contained within the neck portion of the lots. Section 5. Section 20-5 of the Chanhassen City Code is amended to read as follows: Sec. 20-5. - Identification of arterial and collector streets. 2 21 For purposes of this chapter, the following are identified as arterial and collector streets: Arterial streets: County Road 14 (Pioneer Trail) County Road 15 (Audubon Road south of Lyman Boulevard) County Road 17 (Powers Boulevard) County Road 18 (Lyman Boulevard west of County Road/Trunk Highway 101) County Road 19 (Galpin Boulevard south of Trunk Highway 5) County Road 61 (Flying Cloud Drive) Country Road 101/Trunk Highway 101 (north to south corporate city limits) Dell Road (Highway 5 south to corporate city limits) Trunk Highway 5 Trunk Highway 7 (Principal) Trunk Highway 41 U.S. Highway 212 (Principal) Collector streets: 82nd Street Audubon Road (north of Lyman Boulevard) Bluff Creek Boulevard Bluff Creek Drive Century Boulevard (from West 78th Street to 82nd Street) Coulter Boulevard County Road 117 (Galpin Boulevard north of Trunk Highway 5) Dakota Avenue (Highway 5 to Lake Drive East) Dell Road (Trunk Highway 5 north to corporate city limits) 22 Great Plains Boulevard (West 78th Street to Grandview Road) Kerber Boulevard Lake Drive Lake Drive East Lake Drive West Lake Lucy Road (Trunk Highway 41 to Powers Boulevard) Longacres Drive Lyman Boulevard (east of County Road/Trunk Highway 101) Market Boulevard (Trunk Highway 5 to West 78th Street) Minnewashta Parkway Park Road Pleasant View Road Stoughton Avenue West 78th Street (Trunk Highway 41 to County Road/Trunk Highway 101) Yosemite Avenue Section 6. Section 20-201 of the Chanhassen City Code is amended to read as follows: Sec. 20-201. - Establishment of districts. The city is divided into the following zoning districts: Agricultural districts: A-2" Agricultural estate district. Residential districts: RR" Rural residential district. RSF" Single-family residential district. R-4" Mixed low density residential district. M 23 R-8" Mixed medium density residential district. R-12" High density residential district. R-16" High density residential district. RLM" Low and medium density residential district. Business districts: BN" Neighborhood business district. BH" Highway and business services district. CBD" Central business district. CC" Community Commercial District BG" General business district. BF" Fringe business districts. Institutional and industrial districts: OI" Office and institutional district. IOP" Industrial office park district. Special districts: PUD" Planned unit development. FW" Floodway district. FF" Flood fringe district. GFP" General floodplain district. S" Shoreland district. HC-1" Highway 5 central business corridor district. HC-2" Highway 5 corridor district. BCO" Bluff Creek Overlay District. 24 Section 7. Section 20-615(5) of the Chanhassen City Code is amended to read as follows: 5) The maximum lot coverage for all structures and paved surfaces is 25 percent. For flag/neck lots neither the area within the neck, nor the impervious surface of the driveway within the neck shall be included within the calculation of the lot area or lot coverage of the lot. Section 8. Section 20-693(4) of the Chanhassen City Code is amended to read as follows: 4) Temporary outdoor sales and events (subject to the requirements of section 20-964). Section 9. Section 20-713(3) of the Chanhassen City Code is amended to read as follows: 3) Temporary outdoor sales and events (subject to the requirements of section 20-964). Section 10. Section 20-743 of the Chanhassen City Code is amended to read as follows: Antennas. Automatic teller machines (ATMs). Parking lots and ramps. Signs. Temporary outdoor sales and events (subject to the requirements of section 20-964). Utility Services. Section 11. Section 20-753(3) of the Chanhassen City Code is amended to read as follows: 3) Temporary outdoor sales and events (subject to the requirements of section 20-964). Section 12. Section 20-772(3) of the Chanhassen City Code is amended to read as follows: 3) Temporary outdoor sales and events (subject to the requirements of section 20-964). Section 13. Section 20-793(3) of the Chanhassen City Code is amended to read as follows: 3) Temporary outdoor sales and events (subject to the requirements of section 20-964). G7 25 Section 14. Section 20-813 of the Chanhassen City Code is amended is amended by adding section 20-813(5) as follows: 5) Temporary outdoor sales and events (subject to the requirements of sections 20-964). Section 15. Section 20-902 of the Chanhassen City Code is amended to read as follows: In any single-family detached residential district, business, commercial, office, or industrial district not more than one principal building shall be permitted to be erected on a single building lot. Groupings of buildings may be permitted in Planned Unit Development Districts. Section 16. Section 20-917 of the Chanhassen City Code is amended to read as follows: Sec. 20-917. - Chemical Toilets (portable toilets) Chemical toilets are permitted only on a temporary basis on construction sites, on city - owned parkland in conjunction with city park functions, or as part of an outdoor sale or event approved under Sec. 20-964. These portable toilets must be models designed to minimize the potential for spilling, and those associated with construction sites must be removed within 24 hours of the completion of construction activities. Section 17. Section 20-964 of the Chanhassen City Code is amended to read as follows: Sec. 20-964. - Temporary outdoor events, sidewalk sales, seasonal sales, and special events. 1) Purpose. It is the intent of this section to provide for temporary outdoor events, sidewalk sales, seasonal sales, and special events which are distinguished from permanent outside business activities that are allowed only by conditional use permit or interim use permit approved by the City Council. It is the intent of this section to promote the health, safety, general welfare, aesthetics, and image of the community by facilitating and regulating temporary outdoor events, sidewalk sales, seasonal sales, and special events in the following manner: a. Establish standards which permit businesses and organizations to conduct temporary outdoor events, sidewalk sales, and seasonal sales in zoning districts where they are permitted accessory uses, and permit businesses, organizations, and individuals to sponsor special events while: 1. Ensuring that temporary outdoor events, sidewalk sales, seasonal sales, and special events do not create safety hazards by occupying required parking spaces, emergency access, by impeding the efficient movement of pedestrian and vehicular traffic, or by placing an excessive burden on city services. 7 26 2. Ensuring that appropriate and necessary insurances and licenses for temporary outdoor events, sidewalk sales, seasonal sales, and special events are obtained. 3. Providing open and transparent standards, guidelines, and procedures for an administrative review of temporary events, sidewalk sales, seasonal sales, and special events. b. Allow temporary events and sidewalk sales which require an outdoor location, while providing standards that will assure compatibility with the underlying zoning district and adjacent property uses. These events and sidewalk sales can include but are not limited to product demonstrations or promotions, employee or customer appreciation events, corporate anniversary celebrations, and grand openings. c. Allow certain uses which are seasonal in nature, while providing standards that will assure compatibility with the underlying zoning district and adjacent property uses. These uses can include but are not limited to farmers' markets, produce stands, and outdoor sales associated with public or religious holidays. d. Limit temporary outdoor sales to activities which are short-term or seasonal and which do not require permanent improvements to the site. e. Allow for special events, while providing standards that assure the health, safety, general welfare, aesthetics, and image of the community. Special events can include but are not limited to concerts, car shows, races and walks, parades, and festivals. 2) Findings. The city recognizes that temporary outdoor events, sidewalk sales, seasonal sales, and special events play an important role in the success of businesses and in fostering an active, integrated, and appealing community. The city finds it necessary for the promotion and preservation of the public health, safety, welfare and aesthetics of the community that the location, size, and appearance of temporary outdoor events, sidewalk sales, seasonal sales, and special events be controlled. Further, the city finds that: a. Temporary outdoor events, sidewalk sales, seasonal sales, and special events are an integral component of economic development. b. Temporary outdoor events, sidewalk sales, seasonal sales, and special events have a direct impact on and a relationship to the image of the community. c. Temporary outdoor events, seasonal or sidewalk sales activities may present an obstacle to effective firefighting and other emergency services by blocking necessary exits, fire lanes, or turnaround areas. d. Uncontrolled and unlimited temporary outdoor events, sidewalk sales, seasonal sales, and special events can adversely impact the image and aesthetics of the community and, thereby, undermine economic value and growth. 27 e. Uncontrolled temporary outdoor events, sidewalk sales, seasonal sales, and special events may conflict with existing and neighboring uses. f Temporary outdoor events, sidewalk sales, seasonal sales, and special events can exceed the city's capacity to provide municipal services. These municipal services include, but are not limited to, sanitary facilities, fire, police, and utility services. Regulation is needed to ensure that the health, safety, and general welfare of the community are not negatively impacted. 3) Permit Required. No person shall sponsor, host, or organize a temporary outdoor event, sidewalk sale, seasonal sale, or special event without the relevant permit issued pursuant to this section. a. A temporary outdoor event permit shall be required for an activity which will be entirely confined to the applicant's property, will last no longer than seventy-two hours, and is not reasonably expected to impact traffic, parking, public safety, or other municipal services. Typically, temporary events and sidewalk sales requiring an outdoor location would require this permit. b. A seasonal sales permit shall be required for a commercial activity which will be entirely confined to the applicant's property, will last longer than seventy-two hours, and is not reasonably expected to impact traffic, parking, public safety, or other municipal services. Typically, seasonal sales requiring an outdoor location would require this permit. c. A special event permit shall be required for an activity which will require the use of public spaces or services, or which is reasonably expected to impact traffic, parking, public safety, or other municipal services. 4) Exemptions. The following events shall not require a permit under this section: a. Indoor events not reasonably expected to impact traffic, parking, public safety, or other municipal services. b. Non-commercial private events, including but not limited to, weddings, wedding receptions, anniversaries, birthdays, family reunions, funeral processions, and graduation parties. c. Events for which a Public Gathering Permit has been issued as provided for in Sec. 14-58, provided that the event is entirely confined to a city park and cannot be reasonably expected to impact traffic, parking, public safety, or other municipal services. d. Community Events organized by or in partnership with the City of Chanhassen. 5) Application for permit. The applicant shall submit an application for the relevant permit to the City Manager or their designee. Applications for temporary outdoor events and seasonal sales permits shall be submitted on forms provided by the city at least ten 0 28 business days prior to the date of the requested activity. Applications for special events shall be submitted on forms provided by the city at least sixty days prior to the date of the requested activity. They City Manager or their designee may waive the ten or sixty- day requirement if they find extenuating circumstances require a shorter review period. Included with application should be: a. A signed letter of permission from the owner of the property, if different than applicant, stating that the applicant has permission to conduct the event. b. A concise statement describing the purpose and nature of the activity, description of any commercial activity, dates and times of operation, number of employees or volunteers involved, estimated number of attendees, provisions for on -site parking and security, and any other pertinent information required by the City Manager or their designee to fully evaluate the application. c. A site plan or aerial photo of the property showing sufficient detail to evaluate the event's location and the placement of any temporary structures associated with the event. The City Manager or their designee may require a copy of an approved site plan, drawn to scale, or an "as -built" survey, which accurately represents existing conditions on the site, including entrances and exits, and bona fide parking and driving areas, and which accurately indicates any proposed temporary structures, including tents, stands, chemical toilets and signs, when, in their judgement, such a plan is necessary to properly evaluate the permit. d. An accurate floor plan of any building on the property, when, in the judgment of the City Manager or their designee, such a plan is necessary to properly evaluate the location of the activity and the effectiveness of building entrances and exits. e. Proof of liability insurance. The certificate of insurance must name the City, its officials, employees, and agents as additional insured. The limits of insurance will not be less than: one million dollars ($1,000,000.00) each occurrence; two million dollars ($2,000,000.00) general aggregate. The City may waive or reduce this requirement in the event that: 1. The applicant signs a verified statement that the required insurance coverage cannot be obtained; or, 2. The City Manager or their designee determines that the insurance requirements are in excess of the risk presented by the proposed activity. f. Applications or valid permits for all regulated activities associated with the event including, but not limited to, loudspeaker or similar device, temporary lifting of no parking requirements, street closures for neighborhood events, race addendum and those required for the sale of produce, prepared food, and/or alcohol. g. If applying for a special event permit the applicant shall also provide: 10 29 1. A list of public spaces or services the event requires. 2. A statement detailing the events expected impact on traffic, parking, public safety, and any other relevant public services. A detailed plan for how the applicant will manage and mitigate these impacts shall also be included. h. A nonrefundable fee which shall be imposed in accordance with the fee schedule established by the City Council. The intent of this section is to recover costs associated with administering the ordinance from which this section derives. Permit fees shall reflect the costs of reviewing and processing permits, as well as costs associated with periodic enforcement activities and compliance checks. 6) Procedure. The application will be processed as follows: a. The City Manager or their designee shall review applications for administrative permits and shall determine if the proposal is in compliance with all applicable codes, ordinances, and the specific standards for temporary outdoor events, seasonal sales, or special events as set forth in this section. The application shall also be reviewed by the public safety department and any other appropriate review agencies. b. If the proposal is in compliance with all applicable codes, ordinances, and the general and specific standards for temporary outdoor events, seasonal sales, or special events as set forth in this section, a written permit shall be issued to the applicant. Any conditions necessary to assure compliance with applicable codes, ordinances, and the standards in this section shall be attached to the permit. c. If the City Manager or their designee finds grounds for denying the permit, these findings shall be communicated to the applicant and the application for the permit shall be considered denied; unless, within ten days of the date of such notice, the applicant submits revised plans and/or information with which brings the proposal into compliance. d. If the City Manager or their designee deny an application for a temporary outdoor event, seasonal sale, or special event, the applicant may appeal the decision to the City Council. Such an appeal must be submitted to the City Manager in writing no later than ten days from the date of the decision. 7) Grounds for Denial. A sales or event permit application may be denied if based on the application and other relevant information, the city finds that: a. Information contained in the application or otherwise submitted by the applicant is false or insufficient to allow for an effective evaluation of the proposed sale or event. b. The applicant fails to provide required or requested supplemental information after having been notified by the city that additional documentation is required. c. The applicant fails to agree to all conditions and terms of permit. 11 30 d. The applicant has outstanding fees due to the city, unresolved code enforcement or noncompliant building permit issues, has violated the terms and conditions of a previously issued sale or event permit, or has had a previously issued sale or event permit revoked by the city. e. The type of sale or event is not permitted by zoning or other statute. f. The time, hours, location, size, or nature of the sale or event will substantially disrupt or burden traffic, parking, public safety, or other municipal services and the city does not have sufficient resources to mitigate these impacts. g. The location or time of the sale or event conflicts with previously scheduled sales or events, and the city does not have sufficient resources available to adequately support both sales or events and/or normal operation of the city. h. The location of the sale or event would interfere with construction or maintenance work scheduled to take place upon or along public property or right of way. i. The location of the sale or event would cause undue hardship for adjacent uses. j. The sale or event is likely to endanger public safety, health, or property. k. The applicant does not have the required liability insurance. 8) Permit Conditions. The city may place conditions on the time, place, and other aspects of any sale or event allowed by this section as deemed necessary to mitigate the activity's impact on traffic, parking, public safety, or other municipal services. These conditions may include, but are not limited to: a. Changing the date(s), time(s), route, or location of the proposed activity. b. Removing or altering an aspect of the activity which cannot be mitigated sufficiently to ensure public safety and welfare, or which causes liability to the city. c. Alterations to the traffic control or safety/emergency plan. d. Limiting the activity's maximum attendance. e. Restricting the sale or consumption of food or alcohol. f. Removal of advertising/promotional materials. g. Requirements for the cleanup and restoration of any public property. 1. The applicant maybe required to provide the city with an escrow in order to guarantee the cleanup and restoration of public property. The amount of the escrow shall be determined by the Engineering Department for potential impacts to streets and areas with the City Right of Way and by the Park and Recreation Department for potential impacts to parks and trails. 12 31 h. Requirements for appropriate sanitation facilities, waste receptacles, and availability of potable water. i. Requirements designed to ensure compliance with applicable local, state, and federal laws. J. Any other conditions which the city deems necessary. 9) Limitations; general conditions. a. All activities allowed by this section: 1. The site shall be cleared and all remaining debris removed from the sales or event site on the last remaining day of the permit. 2. Acceptable space for off-street parking and traffic circulation generated by the use must be provided. Curb and gutter with drive approaches is desired to provide safe turn movements. 3. Lighting shall be compatible with surrounding adjacent uses. 4. Signage should be limited to window signs, and one outdoor sign no greater than 24 square feet. Other signage for purposes of traffic direction and control may be authorized by the City Manager or their designee. 5. Front yard, side yard, and rear yard setbacks shall be a minimum of ten feet. 6. All other pertinent city and state permits must be obtained. 7. The approved permit shall be kept on the premises for the duration of the activity. 8. No outdoor speaker system shall be allowed without permission from the city. b. Temporary outdoor events: 1. Shall be permitted for the period specified in the administrative permit. 2. Shall not exceed 15 days per calendar year per property or center. 3. Shall have a maximum duration of three days. c. Seasonal sales: 1. Permitted temporary outdoor sales activities are limited to the following: a. Christmas tree sales. b. Seasonal Holiday Markets 191 32 c. Seasonal Produce Stands 2. Shall be for the period specified in the administrative permit. 3. Shall not exceed 120 days per calendar year per property or center. 4. There shall be no more than three sales activities per year per property or center. d. Special events: 1. Shall be permitted for the period specified in the administrative permit. 2. Shall have a maximum duration of seven days. There shall be no more than four special event permits issued per property or center per calendar year. 10) Administration and enforcement. a. The city may inspect the property on which the sale or event is being held before the start of the sale or event and/or during the sale or event to verify compliance with the provisions of this section or any permit conditions. b. The City Manager or their designee may, upon written notice, suspend or revoke the sale or event permit of any person who violates any of the provisions of this section or any of the conditions of the permit. c. Any sale or event permit issued may be summarily revoked by the city's chief law enforcement officer or fire chief at any time when by reason of an emergency, the law enforcement officer or fire chief determines that the safety of the public or property requires such revocation. d. If, at any time, a permit under the provisions of this section is suspended or revoked, it shall thereafter be unlawful for that person or organization to operate, open, maintain, manage or conduct any temporary outdoor event, seasonal sale, or special event. e. Violation of an issued permit or the provisions of this section may be grounds for denial of future permit applications during a calendar year. Section 18. Section 20-1122(6) of the Chanhassen City Code is amended to read as follows: 6) For A-2, PUD-R for single-family detached houses, RR, RSF, R-4 and RLM for single- family detached residential uses, the width of the driveway access shall not exceed 24 feet at the right-of-way line. No portion of the right-of-way may be paved except that portion used for the driveway. Inside the property line of the site, the maximum driveway width shall not exceed 50 feet. For flag/neck lots the impervious surface of the driveway access within the neck portion of flag/neck lots shall not exceed 33 percent of the neck's area. For all lots the minimum driveway width shall not be less than ten feet. 14 33 Section 19. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 27' day of February, 2017 by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Agl Denny Lauf nburger, Mayor Summary Ordinance 619 published in the Chanhassen Villager on March 9, 2017) 15 34 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO.619 AN ORDINANCE AMENDING CHAPTER 1, GENERAL PROVISIONS, CHAPTER 4, LICENSE, PERMIT, AND ADMINISTRATIVE FEES, CHAPTER 18, SUBDIVISIONS, AND CHAPTER 20, ZONING, OF THE CHANHASSEN CITY CODE The purpose of these code amendments are to amend Section 1-2 to clarify that lots of the flag - neck type created before March 26, 1990 are classified as flag -neck lots for the purpose of calculating lot area, lot coverage, and front yard setbacks; to amend Section 4-30(12) to establish a $50.00 fee for temporary outdoor event, seasonal sales, and race addendums and a $100.00 fee for special events; to amend Section 18-57(k) to allow the City Manager to exempt cul-de-sac's from the city's 800-foot length limit when doing so will provide secondary access to adjacent properties in the future or will protect environmental features; to add Section 18-57(r)(4) requiring developers to account for the hardcover contained in the neck portion of flag -neck lots during the subdivision process; to amend Section 20-5 to add Stoughton and Yosemite Avenue to the list of collector streets, correct the mislabeling of a section of County Road 15, clarify the extent of several listed sections, and uniformly format the list of streets; to amend Section 20- 615(5) to specify that neither the area or impervious surface of the neck area shall be included within the calculation of the lot area or lot coverage of the lot; to amend Sections 20-693(4), 20- 713(3), 20-743, 20-753(3), 20-772(3), 20-793(3), and 20-813(5) to read "temporary sales and events (subject to the requirements of section 20-964)' ; to amend Sections 20-902 to limit single-family detached residential, business, commercial, office, and industrial districts to a single principal building per lot and to clarify that Planned Unit Developments may still group buildings; to amend Section 29-917 to allow Chemical Toilets at special events as part of a special events permit and require that chemical toilets at construction sites be models designed to reduce the possibility of spills and be removed with 24 hours of the end of construction; to amend Section 20-964 to create three categories of events, require race addendums, add criteria for denying special event permits, require liability insurance, require escrows, and define what activities do and do not require a permit; and, to amend Section 20-1122(6) to limit the impervious surface of the driveway access in the neck portion of a flag -neck lot of 33% of the neck's area. A printed copy of Ordinance No. 619 is available for inspection by any person during regular office hours at the office of the City Manager/Clerk. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 27a' day of February, 2017, by the City Council of the City of Chanhassen. Published in the Chanhassen Villager on March 9, 2017) 35 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. 619 kN ORDINANCE AMENDING 4, LICENSE, PERMIT, AND ADMINISTRATIVE FEES, CHAPTER 18, SUBDIVISIONS, AND CHAPTER 20, ZONING, OF THE CAEN CITY CODE CODE Affidavit of Publication The purpose of these code amendments are to amend Southwest Newspapers Section1-2 to clarity that lots of the flag -neck type created before March 26, 1990 are classified as flag - neck lots for the purpose of State of Minnesota) calculatinglotarea, lot coverage, and front yard setbacks; to amend SS. 4-30(12) to establish a 50. 00 fee for temporary outdoor County of Carver ) event, seasonal sales, and race addendums and a $100.00 fee for special events; to amend Section 1857(k) to allow the City Manager to exempt cul-de-sac's Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized from the city's 800-foot length agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- limit when doing so will provide lager and has full knowledge of the facts herein stated as follows: secondary access to adjacent properties in the future or will toprotectenvironmentalio18)(4) A) These newspapers have complied with the requirements constituting qualification as a legal add Section 18-57(cou requiring.Pr returrinewspaper,as ovided Minnesota Statute 331A.02, 331A.07, and other applicable laws, as byPPdevelopers to account for the amend. hardcover contained in the neck portion of flag -neck lots during B) The printed public notice that is attached to this Affidavit and identified as No. the subdivisionprocess; to mend was published on the date or dates and in the newspaper stated in the attached Notice and said Section 20-5 to add Stoughton Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of andYosemiteAvenuetothelist of collector streets, correct the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both the mislabeling if section of inclusive, and is hereby acknowledged as being the kind and size of type used in the composition County Road lS, clarify the extent and publication of the Notice: of several listed sections, and uniformly format the list of abcdefghijklmnopgrstuvwxyz streets; to amend Section 20- to specify that neither the area areaor impervious surface of the neck area shall be included B within thd calculation of the lot Laurie A. Harhnann area or lot coverage of the lot; to amend Sections 20-693(4), 20. 713( 3), 20-743, 20-753(3), 20.772(3), 20- 793(3). and 20-813(5) to read Subscribed and sworn before me on of section 20-964) to amend 0)0-\ (,,,1'/ ,, , , Sections20-902 to limit single. this I day of 1_J , 2017 family detached residential, business, commercial, office, and industrial districts to a single principal building per lot E? t""" A10,mEJE w:;7: TE &MK and to clarify that Planned Unit y NO:W 1 OUC - M NNESO?A Developments may still group ^ '((w'y" gY CONMI$SON E)P? E501,01/18 buildings; to amend Section 29- No blic r..=.z...- "'^-•`— -`w 917 to allow Chemical Toilets at special events as part of a special events permit and require that chemical toilets at construction sites be models designed to reduce the possibility of spills and be removedwithMhoursoftheend RATE INFORMATION of constructiomtoamendSection Lowest classified ratepaid commercial users for comparablespace ....$31.20 column inch 20-964tocreatethree, categories of P Y pPer events, require race addendums, Maximum rate allowed by law for the above matter .... ........................... $31.20 per column inch add criteria for denying special Rate actually charged for the above matter..............................................$12.59 per column inch event permits, require liability not require a permit; and, amend Section 20-1122(6) to rit the impervious surface of driveway access in the neck rtion of a flag -neck lot of 33% the neck' s area. A printed copy of Ordinance i. 619 is available for inspection any person during regular ice hours at the office of the ty Manager/ Clerk. PASSED, ADOPTED, AND PROVEDFORPUBLICATION is 27th day of February, 2017, the City Council of the City of ranhassen. ublished inthe Chanhassen ager on Thursday, March-9, 36 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO.633 AN ORDINANCE AMENDING CHAPTER 7, BUILDING AND BUILDING REGULATIONS, AND CHAPTER 20, ZONING OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 7-19(21) of the Chanhassen City Code is amended to read as follows: 21) Calculation of the amount and percentage of the lot coverage for the lot or parcel broken out by impervious surfaces and pervious pavement, if present. Section 2. Section 20-109(4)(h)(4) of the Chanhassen City Code is amended to read as follows: 4. Percent of lot coverage on site broken out by impervious surface and pervious pavement. Section 3. Section 20-615(5) of the Chanhassen City Code is amended to read as follows: 5) The maximum lot coverage for all structures and paved surfaces is 30 percent, of which no more than 25 percent can be impervious surfaces. For flag/neck lots neither the area within the neck, nor the lot coverage of the driveway within the neck shall be included within the calculation of the lot area or lot coverage of the lot. Section 4. The Chanhassen City Code is amended by adding Section 20-921 to read as follows: Sec. 20-921 —Pervious Pavement Properly designed, installed, and maintained pervious pavements have the capacity to allow for stormwater detention and/or infiltration. When not properly designed, installed, and maintained pervious pavements fail to facilitate the detention and/or infiltration of stormwater. Additionally, pervious pavements contribute to the creation of heat islands and do not provide the same surface water management benefits as native vegetative cover. For these reasons, it is necessary to regulate the lot coverage, design, installation, and maintenance of these systems. 1) Lot Coverage: Pervious pavements are considered to constitute lot coverage; however, when built to the standards espoused in this section they do not constitute impervious surfaces. Systems not built to the standards espoused in this section are considered to constitute impervious surfaces. 2) Location Restrictions: a. Pervious pavements may not be installed in areas where trash or garbage receptacles will be stored. 3) Design and Installation: a. A building permit is required for the instillation of pervious pavement systems. 37 b. Pervious pavement systems must be designed to provide for rate and volume control for the first half inch (0.5") of treatment area and follow the current version of The City of Chanhassen Standard Specification and Detail Plates. Treatment area includes the total square footage of the pervious pavement system plus the total square footage of impervious surface draining directly to the pervious pavement system. c. To meet the city's definition of pervious pavement the system must: 1) be designed in compliance with standards established by the Interlocking Concrete Pavement Institute (ICPI); 2) be installed by an ICPI certified installer; and, 3) be designed to meet or exceed the standards listed in paragraph (b). d. The City Engineer may permit pervious pavement technologies other than permeable interlocking concrete pavers, so long as the City Engineer determines: 1) they are functionally equivalent or better; 2) the system is designed in compliance with accepted guidelines and is installed by an appropriately certified installer; and, 3) the system will meet or exceed the standards listed in paragraph b)• 4) Maintenance: a. The owner of a pervious paver system must enter into a maintenance agreement with the city to ensure the system performs as designed in perpetuity. This agreement must conform to the manufactures guidelines, and stipulate the frequency and type of maintenance to be performed. District restrictions: a. Planned Unit Developments Residential Districts (PUDR) are limited to the lot coverage specified by their ordinance and/or compliance table. For PUDRs created before June 11, 2018 the terms hardcover, hard surface, impervious surface, and similar phrases shall be understood to mean lot cover inclusive of both pervious pavements and impervious surfaces, and in no circumstance shall the failure of the ordinance or compliance table to mention pervious pavements be understood to mean that pervious pavements are not subject to the lot cover, hardcover, hardscape, or similarly identified limits that govern the PUDR. b. Shoreland Management District restricts properties zoned Single Family Residential District (RSF) to 25 percent lot coverage. 5) Section 5. This ordinance shall be effective as of the 1" day of August, 2018. PASSED AND ADOPTED this 25a' day of June, 2018 by the City Council of the City of Chanhassen, Minnesota/ ! eo , --" V odd Gerhardt, City Manager w Denny Lau nburger, Mayor Published in the Chanhassen Villager on July 5, 2018) 38 CffY ON CHANRASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO.633 AN ORDINANCE AMENDING CHAPTER 7, BUILDING AND BUILDING REGULATIONS, AND CHAPTER 20, ZONING OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA ORDAINS: Section 1. Section 7.19(21) of the Chanhassen City Code is amended to read as follows: 21) Calculation of the amount and percentage of the lot coverage for the lot or parcel broken out by impervious surfaces and pervious pavement, if present. Section 2. Section 20.109(4)(h) 4) of the Chanhassen City Code is amended to read as follows: 4. Percent of lot coverage on site broken out by impervious surface and pervious pavement. Section 3. Section 20-615(5) of the Chanhassen City Code is amended to read as follows: 5) The maximum lot coverage for all structures and paved surfaces is 30 percent, of which no more than 25 percent can be impervious surfaces. For flag/neck lots neither the area within the neck, nor the lot coverage of the driveway within the neck shall be included within the calculation of the lot area or lot coverage of the lot. Section 4. The Chanhassen City Code is amended by adding Section 20-921 to read as follows: Sec. 20-921 Pervious Pavement Properly designed, installed, and maintained pervious pavements have the capacity to allow for stormwater detention and/or infiltration. When not properly designed, installed, and maintained pervious pavements fail to facilitate the detention and/orinfiltrationof stormwater. Additionally, pervious pavements contribute to the creation of heat islands and do not provide the same surface water management benefits as native vegetative cover. For these reasons, it is necessary to regulate the lot coverage, design, installation, and maintenance of these systems. 1) Lot Coverage: Pervious pavements are considered to constitute lot coverage; however, when built to the standards espoused in this section they do not constitute impervious surfaces. Systems not built to the standards espoused in this section are considered to constitute impervious surfaces. 2) Location Restrictions: a. Pervious pavements may not be installed in areas where trash or garbage receptacles will be stored. 3) Design andhistallation: a. A building permit is required for the instillation of pervious pavement systems. b. Pervious pavement systems must be designed to provide for rate and volume control for the first half inch 0.5) of treatment area and follow the current version of The City of Chanhassen Standard Specification and Detail Plates. Treatment area includes the total square footage of the pervious pavement sys>um plus the total square footage of impervious surface draining directly to the pervious pavement system. Affidavit of Publication Southwest Newspapers State of Minnesota) SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. B) The printed public notice that is attached to this Affidavit and identified as No. + o U was published on the date or dates and in the newspaper stated in the attached Noti e and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopgrstuvwxyz Laurie A. Hartmann Subscribed and swom before me on JYMME JEANNETTE BARK NOTARYPUBLIC- MINNESOTA MY COMMISSION EXPIRES 01131/23 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law forthe above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.97 per column inch 39 c. 'fo meet the city$ definition of pervious pavement the system must: 1) be designed in compliance with standards established by the Interlocking Concrete Pavement Institute ICPD; 2) be installed by an ICPI certified installer; and, 3) be designed to meet or exceed the standards listed in paragraph (b). d. The City Engineer may permit pervious pavement technologies other than permeable interlocking concrete pavers, so long as the City Engineer determines: 1) they are functionally equivalent or better; 2) the system is designed in compliance with accepted guidelines and is installed by an appropriately certified installer; and, 3) the system will meet or exceed the standards listed in paragraph (b). 4) Maintenance: a. Theownerof apervious paver system must enter into a maintenance agreement with the city to ensure the system performs as designed in perpetuity. This agreement must conform to the manufactures guidelines, and stipulate the frequency and type of maintenance to be performed. 5) District restrictions: a. Planned Unit Developments Residential Districts (PUDR) are limited to the lot coverage specified by their ordinance and/or compliance table. For PUDRs created before June 11, 2018 the terms hardcover, hard surface, impervious surface, and similar phrases shall be understood to mean lot cover inclusive of both pervious pavements and impervious surfaces, andin no. circumstance shall the failure of the ordinance or compliance table to mention pervious pavements be understood to mean that pervious pavements are not subject to the lot cover, hardcover, hardscape, or similarly identified limits that govern the PUDR. b. ShorelandManagement District restricts properties zoned Single Family Residential District RSF) to 25 percent lot coverage. Section 5. This ordinance shall be effective as of the 1st day of August, 2018. PASSED AND ADOPTED this 25th day of June, 2018 by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor Published in the Chanhassen Villager on Thursday July 5, 2018 No 4600) 40 City Council Item July 24, 2023 Item Update on Civic Campus with BKV Group and HKGi File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Receive update and discuss Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The Civic Campus Project team will present an update to the City Council on the Civic Campus programming work completed to date as well as present a roadmap of upcoming meetings, deadlines, and engagement opportunities. See attached powerpoint for overview of topics to be discussed. Upcoming dates for additional project work with the City Council are: July 31 at 6:30 p.m. Visioning Workshop August 21 at 5:30 p.m. Design Workshop BACKGROUND 41 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Chanhassen Civic Campus City Council Review 42 CITY OFCHANHASSEN Civic Campus July 24, 2023 City Council Update 43 7/24/23 – CITY COUNCIL UPDATE AGENDA 1.Introductions 2.Program Update City Hall Senior Center Park Pavilion Site Amenities 3.Upcoming Stakeholder Engagement 4.Schedule & Next Steps 44 INTRODUCTIONS 45 7/24/23 – CITY COUNCIL UPDATE PROJECT TEAM BRUCE SCHWARTZMAN Partner in Charge PAUL MICHELL Senior Project Manager BRYAN HARJES Landscape Architect DUSTIN PHILLIPS Senior Project Manager 46 7/24/23 – CITY COUNCIL UPDATE CIVIL ENGINEERING PROJECT TEAM A/E DESIGN TEAM LEAD LOW VOLTAGE & AUDIO/VISUAL SENIOR CENTER PLANNER ACOUSTICS ENVELOPE CONSULTANT CONSTRUCTION MANAGER SITE DESIGN TEAM LEAD 47 PROGRAM UPDATE 48 7/24/23 – CITY COUNCIL UPDATE PROJECT ACTIVITIES •Workshop #1 - Kickoff & Goal Setting •Workshop #2 – City Hall & Senior Center Programming •Workshop #3 – Review Draft Program Results / Space Standards •Workshop #4 – Confirm Program with Department Staff •Workshop #5 – Site Masterplan Program Refinements •Workshop #6 – Final Project Program, Schedule & Budget Review Project Activities To Date 49 7/24/23 – CITY COUNCIL UPDATE PROGRAM OVERVIEW •Streamlined Visitor Experience / Customer Service •Dedicated Department Space / Common Areas for Gathering •Adequate Office & Work Areas •Appropriate Meeting & Conference Space •Improved Staff Operations & Efficiency •Industry Trends for Senior Center •Secure Underground Parking Garage •Incorporation of Technology & Security City Hall Program – Approximately 31,055 SF Prior Study – 33,425 SF 50 7/24/23 – CITY COUNCIL UPDATE PROGRAM OVERVIEW •Maintain Sense of Identity, Belonging, and Ownership •Variety of Meeting & Program Spaces - Flexibility •Serving Kitchen & Culinary Education •Fitness & Exercise Areas (Discussion Topic) •Craft and Maker Space •Staff Offices (Accommodating Growth) Senior Center Program – Approximately 6,950 SF Prior Study – 4,575 SF 51 7/24/23 – CITY COUNCIL UPDATE PROGRAM OVERVIEW •Lobby / Warming Area •Accessible Public & Family •Café Area (Discussion Topic) •Event/Rental Space & Support Spaces •Skate Rental/Maintenance Area •Covered Outdoor Seating / Band Area •Food Truck Area (exact location TBD) Park Pavilion Program – Approximately 4,100 SF Prior Study – 4,000 SF 52 7/24/23 – CITY COUNCIL UPDATE PROGRAM OVERVIEW Prior Proposed Project Area Studies Program City Hall 33,425 SF 31,055 SF Senior Center 4,575 SF 6,950 SF Park Pavilion 4,000 SF 4,090 SF Totals 42,000 SF 42,095 SF Note: Programming and stacking exercises indicate that the program with underground parking can fit in a three-level structure (basement, main level, and upper level). FACILITIES PROGRAM SUMMARY 53 7/24/23 – CITY COUNCIL UPDATE PROGRAM OVERVIEW •Veterans Memorial Relocation •Skate Park Level Of Finish •Additional Pickle Ball Court (4 total) •Sculptural Splash Pad •Integration with West 78th & Market Boulevard Intersection Site Amenities 54 7/24/23 – CITY COUNCIL UPDATE PROGRAM OVERVIEW •Stair/Elevator at Parking Garage •Café at Park Pavilion •Multi-Purpose Council Chambers vs. Dedicated Training Room •Senior Center Fitness Areas •Makers Space Open Topics 55 STAKEHOLDER ENGAGEMENT 56 7/24/23 – CITY COUNCIL UPDATE UPCOMING STAKEHOLDER ENGAGEMENT •Senior Center Listening Session •City Council Workshops •Library / Parking •Farmers Market •Public Workshop •Project Website 57 SCHEDULE & NEXT STEPS 58 7/24/23 – CITY COUNCIL UPDATE SCHEDULE Program Confirmation COMPLETE Schematic Design August 2023 – September 2023 Design Development October 2023 – November 2023 Construction Documents December 2023 – February 2024 Bidding & Award December 2023 – April 2024 Construction May 2024 – June 2026 59 7/24/23 – CITY COUNCIL UPDATE NEXT STEPS •Adjust Program & Masterplan Based on Programming Process Results & Feedback •Additional Listening Sessions & Workshops •Building & Site Design •Cost Estimating •City Team Review & Comment Period •Reconcile Scope vs. Budget If Needed •Present Design & Cost Estimate to City Council Schematic Design Phase 18 60 City Council Item July 24, 2023 Item Adult Use Cannabis File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Provide direction to staff regarding cannabis/hemp use in public Motion Type N/A Strategic Priority N/A SUMMARY The recently adopted statewide legislation legalizing recreational cannabis authorizes cities to adopt an ordinance deeming it a petty misdemeanor to use cannabis flower, cannabis products, lower-potency hemp edibles, or hemp-derived consumer products in public places. Starting on August 1, it will be legal for persons to possess and use all of these products, and without such an ordinance, a person could use them in public places if such use is not separately prohibited by another existing law, e.g. the Minnesota Clean Indoor Air Act. For example, someone could legally use these products in city parks or while on streets, sidewalks, or public parking lots unless the City has an ordinance deeming such use a petty misdemeanor. The City Council will be discussing adult-use cannabis and a potential moratorium on August 14, 2023. In advance of that meeting, city staff is seeking direction about whether or not the City Council would like staff to prepare an ordinance to prohibit the use of cannabis and hemp in public places. Examples from the City of Carver, MN, and Duluth, MN, are attached. 61 BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Duluth Ordinance Carver Ordinance and Staff Report 62 411 West First Street Duluth, Minnesota 55802City of Duluth Legislation Details (With Text) File #:23-021-O Name: Status:Type:Ordinance Agenda Ready File created:In control:7/20/2023 Intergovernmental Relations On agenda:Final action:7/24/2023 Title:AN ORDINANCE AMENDING CHAPTER 35, ARTICLE I, SECTIONS 35-8, OF THE DULUTH CITY CODE TO PROHIBIT SMOKING OR VAPING OF ANY CANNABINOID IN A PUBLIC PARK. Sponsors:Arik Forsman, Terese Tomanek, Roz Randorf Indexes: Code sections: Attachments: Action ByDate Action ResultVer. AN ORDINANCE AMENDING CHAPTER 35, ARTICLE I, SECTIONS 35-8, OF THE DULUTH CITY CODE TO PROHIBIT SMOKING OR VAPING OF ANY CANNABINOID IN A PUBLIC PARK. BY COUNCILORS FORSMAN, TOMANEK, AND RANDORF: The city of Duluth does ordain: Section 1.That Chapter 35, Article I, Section 35-8, of the Duluth City Code be amended as follows: Sec. 35-8.Prohibited activities. Within any public park, no person shall: (a)Discharge any firearm,air gun,crossbow,bow and arrow,slingshot or other missile firing device,provided that the director of parks may,by written permit,authorize archery exhibitions and contests; (b)Do any hunting or trapping or in any other manner disturb or injure or attempt to disturb or injure any animal, including birds; (c)Urinate or defecate anywhere but in a proper toilet facility; (d)Throw,deposit or place or cause to be thrown,deposited or placed any papers,bottles, cans or any other garbage or waste at any place except into a trash container; (e)Tip over any trash container or otherwise cause the contents of a trash container to be deposited on the ground; (f)Carry any garbage or solid waste into any park for the purpose of disposing of the same in trash containers in the park; (g)Place any garbage or solid waste in trash containers in the park if such garbage or solid waste was generated by activities occurring outside the park; (h)Dump any garbage,solid waste or earth in any stream,lake or pond in or adjacent to any park; (i)Possess any glass beverage container while outside of a motor vehicle; (j)Consume alcoholic beverages or possess opened or unopened alcoholic beverages unless: (1)An alcohol consumption permit has been issued for the area pursuant to Section 35-9(a)(4); or (2)An on sale license has been issued for the area pursuant to Chapter 8 of this Code; or (3)An unopened container of alcoholic beverages is being transported through the City of Duluth Printed on 7/21/2023Page 1 of 2 powered by Legistar™63 File #:23-021-O,Version:1 park on a thoroughfare that runs through the park; or (4)An unopened container of alcoholic beverages is being transported through the park to a boat launch in the park on a road that leads directly to the boat launch.; (k)Ingest by smoking or vaping any cannabinoid as defined in Section 28-63 (c). Section 2.That this ordinance shall take effect 30 days after its passage and publication. STATEMENT OF PURPOSE: This ordinance updates the city’s park regulations to prohibit smoking or vaping cannabinoids in public parks. City of Duluth Printed on 7/21/2023Page 2 of 2 powered by Legistar™64 CA430-5-887557.v2 City Council Memo MEETING DATE: July 17, 2023 Regular Meeting SUBMITTED BY: Dave Anderson, City Attorney SUBJECT: City Code Amendment – Cannabis/Hemp Use in Public RECOMMENDED ACTIONS: The following actions are recommended: 1. A motion to adopt an ordinance amending chapter 22 of the Carver City Code to prohibit the use of cannabis and hemp products in public places; and 2. A motion to adopt a resolution authorizing publication of the ordinance by title and summary. OVERVIEW: The recently adopted statewide legislation legalizing recreational cannabis authorizes cities to adopt an ordinance deeming it a petty misdemeanor to use cannabis flower, cannabis products, lower-potency hemp edibles, or hemp-derived consumer products in public places. Starting on August 1, it will be legal for persons to possess and use all of these products, and without such an ordinance, a person could use them in public places if such use is not separately prohibited by another existing law, e.g. the Minnesota Clean Indoor Air Act. For example, someone could legally use these products in city parks or while on streets, sidewalks, or public parking lots unless the City has an ordinance deeming such use a petty misdemeanor. The City Council previously provided direction to prepare the above-described ordinance, which is attached to this memorandum along with a corresponding resolution authorizing summary publication. The ordinance defines the term “public place” in a manner that is consistent with the new state law. Specifically, “public place” includes an indoor or outdoor area that is used or held out for use by the public, whether owned or operated by public or private interests, and does not include a private residence/yard, private property that is not generally accessible by the public, or premises that are specifically licensed to permit on-site consumption of these products under state and local law. As a reminder, a petty misdemeanor is considered a “petty offense” prohibited by law and is not a crime. Although state law provides that fines for petty misdemeanors can be up to $300, staff recommends that the city council establish a $100 fine for violations of this new ordinance. This is the same amount charged under state law for alcohol-related offenses that are somewhat similar in nature, e.g. open container violations. If the City Council desires to establish an alternative fine amount, it can certainly do so, provided, however, that the amount does not exceed $300. All fines are also subject to state-mandated court fees and surcharges. The proposed ordinance was also circulated to the Carver County Sheriff’s Office and the Carver County Attorney’s Office. The Sheriff has indicated that he has no concerns. ATTACHMENTS: 1. An Ordinance Amending Chapter 22 of the Carver City Code to Prohibit the Use of Cannabis and Hemp in Public Places 2. Resolution Authorizing Publication of the Ordinance by Title and Summary 65 1 CA430-5-887118.v1 CITY OF CARVER CARVER COUNTY, MINNESOTA ORDINANCE NO. 07-2023 AN ORDINANCE AMENDING CHAPTER 22 OF THE CARVER CITY CODE TO PROHIBIT THE USE OF CANNABIS AND HEMP IN PUBLIC PLACES THE CITY COUNCIL OF THE CITY OF CARVER, CARVER COUNTY, MINNESOTA, DOES ORDAIN: SECTION 1. The City Council of the City of Carver hereby supplements chapter 22 of the Carver City Code by adding a new article III as follows: ARTICLE III. – CANNABIS AND HEMP Sec. 22-31. – Definitions. (A)For purposes of this article, the terms “cannabis flower,” “cannabis products,” “lower-potency hemp edibles,” and “hemp-derived consumer products” shall have the definitions given to them in Minnesota Statutes, section 342.01, as it may be amended from time to time. (B)For purposes of this article, “public place” is defined as any indoor or outdoor area that is used or held out for use by the public whether owned or operated by public or private interests. Pursuant to Minnesota Statutes, section 152.0263, subd. 5, “public place” does not include the following: (i) a private residence, including the person's curtilage or yard; (ii) private property not generally accessible by the public; and (iii) the premises of an establishment or event licensed to permit on-site consumption of cannabis flower, cannabis products, lower-potency hemp edibles, or hemp-derived consumer products. Sec. 22-32. – Use of cannabis and hemp prohibited in public places. No person shall use cannabis flower, cannabis products, lower-potency hemp edibles, or hemp-derived consumer products in a public place. A violation of this section shall be considered a petty misdemeanor notwithstanding any other penalty provision in the city code, and the city council may establish a corresponding fine in its fee schedule for violations of this section. Sec. 22-33—22-40. – Reserved. SECTION 2. The City Council of the City of Carver hereby amends Appendix A of the City of Carver Code of Ordinances, which contains the city’s 2023 fee schedule, by adding the underlined language as shown in the excerpt below. Cannabis/Hemp Use in Public Place $100.00 66 2 CA430-5-887118.v1 SECTION 3. This ordinance shall take effect on August 1, 2023, after its passage and publication in accordance with state law. Adopted by the Carver City Council this 17th day of July, 2023. _______________________________ Courtney Johnson, Mayor Attest: ___________________________ Vicky Sons-Eiden, City Clerk 67 CA430-5-887601.v1 CITY OF CARVER CARVER COUNTY, MINNESOTA RESOLUTION NO. 124-23 A RESOLUTION AUTHORIZING SUMMARY PUBLICATION OF ORDINANCE 07-2023 WHEREAS, the City Council of the City of Carver has adopted Ordinance 07-2023, titled “AN ORDINANCE AMENDING CHAPTER 22 OF THE CARVER CITY CODE TO PROHIBIT THE USE OF CANNABIS AND HEMP IN PUBLIC PLACES”; and WHEREAS, in the case of lengthy ordinances or those containing charts or maps, Minnesota state law allows the City Council to approve, by a four-fifths vote, the publication of an ordinance by title and summary only; and WHEREAS, the expense to publish the entire ordinance text is not justified; and WHEREAS, the following summary clearly informs the public of the intent and effect of the ordinance. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Carver, Carver County, Minnesota, that the following summary is hereby approved for publication: SUMMARY PUBLICATION ORDINANCE NO. 07-2023 The City Council of the City of Carver has adopted Ordinance 07-2023, titled “AN ORDINANCE AMENDING CHAPTER 22 OF THE CARVER CITY CODE TO PROHIBIT THE USE OF CANNABIS AND HEMP IN PUBLIC PLACES.” The ordinance will take effect on August 1, 2023 and makes it a petty misdemeanor to use cannabis flower, cannabis products, lower-potency hemp edibles, or hemp- derived consumer products in any indoor or outdoor area that is used or held out for use by the public, whether owned or operated by public or private interests. The prohibition does not apply to non-public places, including private residences/yards and private property that is not generally accessible by the public, or premises that are otherwise licensed to permit on-site consumption of these products. The full text of Ordinance No. 07-2023 is available for inspection at Carver City Hall during regular business hours. 68 CA430-5-887601.v1 NOW, THEREFORE, BE IT FURTHER RESOLVED, by the City Council of the City of Carver, Carver County, Minnesota, that the City Clerk keep a copy of Ordinance 07-2023 at City Hall for public inspection during business hours and post a full copy of the ordinance on the City’s website. Adopted and approved by the City Council of the City of Carver on a vote of ayes and nays effective on the ___ day of ____________________, 2023. Courtney Johnson, Mayor Attest: Vicky Sons-Eiden, City Clerk 69 City Council Item July 24, 2023 Item Future Work Session Schedule File No.Item No: A.5 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: August 14, 2023 Interview Youth Commissioner Applicants Review Early Draft of the 2024 General Fund Budget & Levy Discuss Adult Use Cannabis Law August 28, 2023 September 11, 2023 Presentation of Preliminary 2024 Levy and Gov Fund Budgets; 2024-2028 Gov Fund CIP 70 September 25, 2023 City Council Roundtable October 9, 2023 October 23, 2023 Presentation of Preliminary 2024 Utility Fund Budgets and 2024-2028 CIP November 27, 2023 Final Review of Proposed 2024 Levy, Budgets, and CIP for all funds BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 71 City Council Item July 24, 2023 Item Receive Planning Commission Minutes dated June 20, 2023 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council Receives the Planning Commission Minutes dated June 20, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission Minutes dated June 20, 2023 72 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JUNE 20, 2023 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Perry Schwartz, Edward Goff, Steve Jobe. MEMBERS ABSENT: Kelsey Alto, Ryan Soller. STAFF PRESENT: MacKenzie Young-Walters, Associate Planner; Eric Maass, Planning Director. PUBLIC PRESENT: Allison Schmitt 206 W 78th Street Darlene Hanson 7750 Crimson Bay Rd Mary Sumners 7620 Crimson Bay Road, Jennifer Graves 7660 Crimson Bay Road, Megan Eason Life Time Fitness, 2900 Corporate Place Gage Thompson Life Time Fitness, 2900 Corporate Place PUBLIC HEARINGS: 1. CONSIDER A REQUEST SIDE YARD SETBACK, LOT COVER, AND OTHER VARIANCES TO BUILD A GARAGE FOR A PROPERTY LOCATED AT 206 W 78TH STREET AND ZONED SINGLE FAMILY RESIDENTIAL Associate Planner Young-Walters gave a summary of the staff report, noting the applicant is requesting a variance to replace a detached garage with a nonconforming 1.3-foot side yard setback, with a larger detached garage with a four-foot side yard setback. As part of the proposal the applicant proposes to vacate a section of alleyway to offset some of the increased lot cover requested. The current garage is 216 square feet and 1.3 feet from the side lot line and the proposed garage is 528 square feet and four feet from the side lot line. The larger size of the proposed garage and associated increase in driveway size will increase the property’s lot cover from 22.7 percent to 28.5 percent. The applicant also proposes maintaining the driveway’s nonconforming three-foot side setback while increasing the driveway length. He noted that although the proposal increases the detached garage’s side yard setback, the increased lot cover, driveway length, and increased structure footprint within the side yard setback require variances. Mr. Young-Walters shared justification for the project including location of existing home and driveway make it impractical to build a garage meeting side yard setbacks, the small size of the parcel makes it impossible to meet the 25% lot cover limit, and the desire to retain as much usable rear yard space on the smaller lot. Staff believes this is a reasonable request and the 73 Planning Commission Minutes – June 20, 2023 2 unique circumstances justify the four-foot side yard setback and 30 percent lot cover be permitted to facilitate the construction of a driveway turnaround. Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Jobe moved, Commissioner Schwartz seconded that the Chanhassen Board of Appeals and Adjustments, approves the requested 6-foot side yard setback, 2-foot driveway setback, and 5 percent lot cover variances for the construction of a detached garage subject to the conditions of approval, and adopts the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 2. CONSIDER A REQUEST FOR AN AMENDMENT TO THE 2040 COMPREHENSIVE PLAN LAND USE MAP FROM RESIDENTIAL – LARGE LOT (2.5 ACRE MINIMUM) TO RESIDENTIAL – LOW DENSITY (NET DENSITY 1.2-4 UNITS PER ACRE). PROPERTY LOCATED AT 7620-7750 CRIMSON BAY ROAD Planning Director Maass noted three individuals listed in the packet and that Ms. Darlene Hanson was having difficulty with the application; Staff attempted to be customer-friendly and helped write the application and talked with neighbors. There was some confusion with neighbors regarding what they were signing on or showing support for and were not intending to sign on as applicants. He clarified that the individuals were comfortable with Ms. Hanson subdividing into two lots and staff interpreted that they were signing as applicants. Ms. Maass gave a summary of the staff report and noted staff received several email today from concerned residents. He shared the difference between land use and zoning, noting tonight before the Commission is a change to the property’s land use designation. He shared that the current land use is Residential – Large Lot and the application for Residential – Low Density for Crimson Bay. This would include the extension of water and sewer and a road project is underway that would extend utilities to the five properties shown on screen. Mr. Maass shared a portion of the City’s Comprehensive Plan that notes properties shall not be rezoned until urban services are available and land use may only be intensified on the property has access to urban services. Commissioner Schwartz asked about cutting off access to Crimson Bay from Highway 5 as part of the road project. Mr. Maass replied that public access would be restricted and they are planning on keeping emergency access available. Commissioner Schwartz asked if homeowners would bear the cost of bringing city services to their area. Mr. Maass replied that subject to the city’s assessment policy, homeowners would bear a portion of that cost. Commissioner Goff asked if there is a negative to changing the land use policy. 74 Planning Commission Minutes – June 20, 2023 3 Mr. Maass replied that it is providing greater opportunity for private property owners regarding what zoning designation makes sense for them. In this case, if a land use change is approved, the applicant would then make an application for a zoning amendment and subdivision. Each property owner would have the option to decide if they want to change their zoning district or not. Darlene Hanson, the applicant, noted she has a beautiful lot and thinks someone would really love to live there; she does not feel having a home there would change the urban setting on Crimson Bay nor the integrity of the neighborhood. Ms. Hanson does not have a specific plan for the property until she understands whether the land use designation change will be approved. Chair Noyes opened the public hearing. Mary Sumners noted the proposal unnecessarily extends the impact beyond the applicant to include 4 other properties, including the Sumners. Ms. Sumners noted she does not take issue with Ms. Hanson’s request to subdivide her lot. She clarified the issue is that staff made the decision to broaden the scope of the change to include all of Crimson Bay Road. The utility project mentioned will go through her front yard and she has not been told that it was approved. Bringing water and sewer into the area does not require all residents to change their land use. Changing the land use opens the door to the possibility of future property owners or developers to pursue subdivision and none of them want to open that door. Ms. Sumners noted Ms. Hanson’s property is unique for the neighborhood and subdividing it does not impact the rest of the neighborhood. Perhaps the proposal was broadened due to the error in the misrepresentation that two other residents also wanted to request the change, and Ms. Sumners noted that is patently false. All of the residents are present tonight and all oppose the change. Four out of five residents do not want to be included in this land use change due to the impacts on the neighborhood. Ms. Sumners respectfully requests that the Commission reject the proposal as written and redraft it to include only Ms. Hanson’s property. Jennifer Graves stated in the agenda it listed her mother Mary Hagemen as an applicant, noting her mother did not sign anything to be part of the application and should not be included in it. She shared the concern regarding land use designation and the potential for up to four units/acre and now they are one unit/2.5 acres. This is a large potential change for the neighborhood that residents want to avoid. Rob Olson would like to support Mary Sumners’ statement, which accurately reflects their position and the other four neighbors. They are looking to keep the status quo of the large lot rather than introducing the possibility of other designations in the future. He reiterated that the neighbors all support Ms. Hanson’s right to subdivide her lot. Rosemarie Mastricola noted they are new residents and were attracted to the area because of the trees and privacy. She heard today that to the north a similar situation took place with a lot being subdivided and 700 trees were cut down. She 100% supports Ms. Hanson’s request to subdivide her lot and recognizes that there is no requirement for all residents to have their land use designation changed in order for Ms. Hanson’s to be changed. 75 Planning Commission Minutes – June 20, 2023 4 Chair Noyes closed the public hearing. Commissioner Schwartz asked why staff modified the request from Ms. Hanson’s property to all residents on Crimson Bay Road. Mr. Maass replied the rationale is that all five properties will be receiving access to water and sewer. The appropriate land use designation as a result of receiving that access is the residential low-density land use designation. He clarified the road project is not finalized and staff is working towards the project. When looking at land use designations, it is about the big picture and what makes sense; Ms. Hanson is the sole and only applicant. Staff looks at it holistically and asks whether it is the appropriate time to make a land use designation change based on facts before them. He noted that is the reason for staff’s recommendation. Commissioner Schwartz asked if it is possible to give Ms. Hanson what she is asking for while allowing the other four neighbors to remain as they are. Mr. Maass replied that is an option for the Planning Commission; however, staff is recommending that all five properties be re-designated as the most appropriate due to the water and sewer. Commissioner Jobe asked how the cost will be distributed. Mr. Maass’ understanding of code is that the cost is split amongst property owners who take a portion, and the city takes a portion. Commissioner Schwartz asked if the Commission grants Ms. Hanson’s request, will water and sewer stop at her property. Mr. Maass replied in the negative, noting that the application has no bearing on the road project, water, and sewer. Commissioner Jobe asked if the group can create a homeowners association (HOA) that all neighbors have to sign off on or change it in the future. Mr. Maass replied that the private property owners could do restrictive covenants upon sale or other things to preserve what is there. Quick math shows each property has 230 linear feet of road frontage and the requirement is 90 feet; therefore, each of the properties is eligible for up to two lots. It is not a situation where it would be four units/acre as there is not enough linear footage of roadway to afford that opportunity. He noted the property owners could come together and do something and the city would not be party to an agreement like that. Commissioner Schwartz asked if there is a way to modify the staff recommendation to cede to the neighbors’ desire to keep their properties as they are. 76 Planning Commission Minutes – June 20, 2023 5 Mr. Maass replied that a motion could be put forth if it is the Planning Commission’s desire. Staff provides a professional opinion based on policy, and the Planning Commission and City Council set policy. Chair Noyes clarified the land use designation does not change how the property will be structured, whether one dwelling or two. As Mr. Maass stated, more than two dwellings could not be put on the properties, and he believes the property owners are trying to protect themselves from the unknown if someone moves out and a new person moves in. He noted that in the future if other homeowners want to change their land use, they will have to come back before the Commission again. Commissioner Goff moved, Commissioner Schwartz seconded that the Chanhassen Planning Commission recommends City Council approve amending the 2040 Comprehensive Plan Land Use Map from Residential - Large Lot to Residential - Low Density for 7750 Crimson Bay Road. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 3. CONSIDER A REQUEST FOR A SITE PLAN REVIEW TO BUILD AN INDOOR PICKLEBALL FACILITY AND OUTDOOR COURTS FOR PROPERTY LOCATED AT 2970 WATER PLACE Planning Director Maass gave a summary of the staff report, noting the applicant is requesting site plan approval for the construction of a 25,410 square foot building for the use of indoor pickleball courts and associated amenities as well as the construction of outdoor pickleball courts. The site is currently used for an outdoor fitness facility and is within the Life Time Fitness campus. Mr. Maass showed interior and exterior layout plans for the building on screen. He shared about proposed signage, architectural standards, and parking on the property. He stated the facility will utilize shared parking with the adjacent corporate office building as well as larger Life Time Fitness club and corporate buildings. The proposed development meets the requirements of the site plan review subject to revisions to the plan outlined in the staff report. Staff recommends that the Planning Commission recommend approval of the site plan for the proposed Life Time pickleball facility and adopts the attached findings of fact. Commissioner Goff noted another Life Time facility just north of the building and that those parking lots cannot connect because of the grade there. Mr. Maass replied that is true, and there will be a sidewalk and stairs to connect the two buildings. ADA stalls will be available immediately adjacent to the facility and near the office space. Chair Noyes noted the designation of two stalls per pickleball court, noting he has always played doubles and asked how staff came up with that number. Mr. Maass understands the parking calculation is largely based on tennis. The base requirement of 20 spots helps and staff feels there is enough parking; he noted the comment regarding any future parking updates. 77 Planning Commission Minutes – June 20, 2023 6 Chair Noyes thinks it should be noted as there will be overlap for 10 minutes every hour. Commissioner Jobe agreed on the parking, noting there will still be people in the corporate offices and winter parking may be more problematic. Megan Eaton. Director of Development at Life Time Fitness, gave a presentation noting pickleball is blowing up around the country. Life Time is trying to move with those trends and adding pickleball courts to their facilities. She spoke about temporary parking for the corporate office, noting they do not need that additional parking and want to confer it back to a fitness use. She showed renderings of the site plan, amenities, and architectural details on screen. Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Goff noted one concern that across the street from Life Time is Mega Pickle and Pong, which is another pickleball club with six indoor courts. He is worried about swapping out another Chanhassen business. Commissioner Johnson moved, Commissioner Goff seconded that the Chanhassen Planning Commission recommends approval of the Site Plan Review to build the proposed indoor pickleball facility and outdoor courts for property located at 2970 Water Tower Place subject to the conditions of approval and adopts the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS: None. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED JUNE 6, 2023 Commissioner Jobe moved, Commissioner Goff seconded to approve the summary Minutes of the Planning Commission meeting dated June 6, 2023 as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: 78 Planning Commission Minutes – June 20, 2023 7 Planning Director Maass updated the Commissioners that tonight will be Mr. Young-Walters’s last night with the Planning Commission as he has accepted a Senior Planner position with the Metropolitan Council. The city is very excited for him and appreciates his hard work, diligence, and attention to detail. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Jobe moved, Commissioner Schwartz seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 7:16 p.m. Submitted by Eric Maass Planning Director 79 City Council Item July 24, 2023 Item Receive Environmental Commission Meeting Minutes dated June 21, 2023 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Environmental Commission Meeting Minutes dated June 21, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 80 Environmental Commission Minutes dated June 21, 2023 81 1 Chanhassen Environmental Commission (EC) East Water Treatment Plant 6:00 pm June 21, 2023 Members Present: Kristin Fulkerson, Leslie Elhadi, Greg Hawks, Scot Lacek, Julia Adams, Scott Grefe, Billy Cripe Members Absent: Kaisa Buckholz Staff Present: Matt Unmacht, Assistant City Manager, Jamie Marsh, GreenCorps Intern, Jake Casebeer, Water Production Foreman Visitors: Judy Harder Tour of the Facility Jake Casebeer, Water Production Foreman gave a tour of the East Water Treatment Plant Minutes May minutes were approved. July 3rd Trade Fair Planning There will be a table for the tent from 2-4 PM on July 3rd. Billy Cripe gathered information from the Arboretum, and he was able to get a list of master gardeners that could help. Three of them, Kelly Eshleman- beekeeper, Mary Kemen, and Laurel Schnabel will be able to come to the volunteer at the table during the Trade Fair. They have handouts and things to give away. Matt Unmacht can assist with having the City of Chanhassen Communications Department create some materials (name tags, handouts and QR codes for Environmental Academy sign-up, posters, etc.) for the table as well. It was discussed that the focus might be just on pollinators since the master gardeners are available. Scott Grefe can come at 1:30 pm to assist with setup. Billy Cripe offered to assist during the entire event. Greg Hawks offered to assist as well. Jamie and Matt will help with the setup as well. Billy shared the downloadable content that could be reproduced from Smithsonian Institution. The suggestion was to give away seeds as a reward for the trivia contest. Environmental Academy Planning Matt Unmacht reported that the Communications department has started posting about the Academy and so far there have been 5 people that have signed up to attend all three events. Manuel Jordan will be running the August Academy of “What is Wrong with My Tree”. Livestreaming may not be an option. August date of the Environmental Academy is now Tuesday, August 22nd to help facilitate having Manuel be there. Communications will continue to advertise the academy. A conference room at City Hall will be used for the August Academy. 82 2 Chanhassen Connection Matt Unmacht is wondering how involved the Environmental Commission has been in the past with writing articles for the Connection. Commissioners stated that they had written the articles in the past. Matt will facilitate how to get articles from the Commissioners for each publication. He shared the “How the City Communicates” information. Plan Promotions for a Plastic Free July Commissioners have tried a plastic free month and found it difficult. A day without plastic seems more feasible than a month, or suggestions of using no bottled water. Plastic Free will be September’s social media topic and Matt will add this item to the July meeting to discuss further. Youth Commissioner Update This was Julia’s last meeting as she will be gone to college this fall. There will be advertising for a new Youth Commissioner in the coming weeks. July 1 – 31 applications will be accepted, August 14 interviews will be held and a new Youth Commissioner for the Environmental Commission will be appointed August 28 with their first meeting being in September. Julia was asked for her recommendation for any new Youth Commissioner. She said she would reach out to the High School Environmental Club and see if there is any interest and will let her Environmental Sciences teacher know about the position. Julia was thanked for serving two terms and for being part of the Commission. 2023 Environmental Commissions Conference Recap Greg Hawks attended the Conference that was held in person on May 13 at Ridgedale Library and also on Zoom. There were 30 people in person and many online. The first presentation was from the City of Eden Prairie. There was a study for a comparison of costs between a Dodge Charger and a Tesla police car. The results came out that the Tesla was more economically feasible than the Charger. As Eden Prairie replaces their vehicles, they are looking at purchasing the Tesla instead of the gas vehicle. The City of St. Cloud did the second presentation about their dam and their hydroelectric power as well as their own waste treatment and water treatment plant. St. Cloud was taking waste material that came out of the water and was using it to make energy as well as giving the waste products to the local farmers for fertilizer. Commission Presentations: Watershed meeting update from Greg Hawks: Lake Susan Pond Refuse Intake Modification Project only got one bid and it was too expensive. The project was tabled. The second item was an authorization of a joint agreement with the City of Chanhassen for Lake Susan Park project and only one bid came back and was too high so that project was tabled as well. A discussion was had about monitoring chloride in the water along Hwy 5. Meeting adjourned at 7:45 pm Minutes prepared by Jenny Potter 83 City Council Item July 24, 2023 Item Receive Economic Development Commission Meeting Minutes dated June 13, 2023 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Economic Development Commission Meeting Minutes dated June 13, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 84 ATTACHMENTS Economic Development Commission Meeting Minutes dated June 13, 2023 85 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING JUNE 13, 2023 Chairman Anderson called the meeting to order at 5:30 p.m. MEMBERS PRESENT: Chair Eric Anderson, Commissioners Duke Zurek, Chris Freeman, Stacy Goff, Luke Bame, and Cohen Lee MEMBERS ABSENT: None. STAFF PRESENT: Samantha DiMaggio, Economic Development Manager PUBLIC PRESENT: None. Member Goff moved, Member Zurek seconded to approve the agenda. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED May 9, 2023 Member Zurek moved, Member Bame seconded to approve the Minutes of the Economic Development Commission meeting dated May 9, 2023 as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. DISCUSSION/GENERAL BUSINESS ITEMS: 1. REVIEW THE STATE OF MINNESOTA’S BUSINESS SUBSIDY REGULATIONS Economic Development Manager DiMaggio explained the background of the business subsidy regulations and provided a copy of the city’s business subsidy regulations for commissioners to read for the next meeting. Ms. DiMaggio explained the requirements needed for funding to be considered a business subsidy. She laid out the criteria needed to meet business subsidy regulations. Ms. DiMaggio shared the Economic Development Commission’s need to develop a wage floor for the business subsidy requirements. Ms. DiMaggio shared that in the business subsidy agreement, there needs to be the purpose of the subsidy, the public purpose, measurable job goals, expectations if a company does not meet 86 Economic Development Commission – XX, 2023 2 goals, and commitment to jurisdiction for five years after the benefit date, statement of parent company, and the list of financial granters. There must be a public hearing with business subsidy agreements. If businesses fail to meet goals, they must pay the government back with interest. Ms. DiMaggio shared that the Economic Development Commission will make changes to their business subsidy agreements together next meeting. The Commission will consider the average wage in town and the cost of living in Chanhassen. NEW BUSINESS: None. ADMINISTRATIVE PRESENTATION: None. CORRESPONDENCE DISCUSSION: None. DIRECTOR’S REPORT: Economic Development Manager DiMaggio shared that there is redevelopment occurring downtown and they are considering additional funding sources. The final adopted legislation regarding the Local Option Sales Tax is under review by the guiding authorities. More information will be shared with the EDC at a future meeting. There will be a City Hall meeting in September. Commissioners are encouraged to attend the meeting. ADJOURNMENT: Member Freeman moved, Member Bame seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Economic Development Commission meeting was adjourned the meeting at 6:48 p.m. Submitted by Samantha DiMaggio Economic Development Manager Prepared by Amy Weidman Administrative Support Specialist 87 City Council Item July 24, 2023 Item Approve Claims Paid dated July 24, 2023 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated July 24, 2023." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND DISCUSSION The following claims are submitted for review and approval on July 24, 2023: Total Claims $491,435.86 BUDGET RECOMMENDATION 88 ATTACHMENTS Payment Summary Payment Detail 89 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount ALLSTREAM 07/13/2023 0.00 564.47 Apres, Inc. 07/13/2023 0.00 15,753.90 BENEFIT EXTRAS INC 07/13/2023 0.00 409.75 BRAUN INTERTEC CORPORATION 07/13/2023 0.00 13,703.00 Carver County 07/13/2023 0.00 1,100.00 CCP NI MASTER TENANT 4 LLC 07/13/2023 0.00 20,810.26 CENTERPOINT ENERGY MINNEGASCO 07/13/2023 0.00 1,455.35 CenturyLink 07/13/2023 0.00 64.00 Crystal Infosystems LLC 07/13/2023 0.00 1,256.70 Engel Water Testing Inc 07/13/2023 0.00 750.00 Enterprise FM Trust 07/13/2023 0.00 17,622.89 Festival Production Services 07/13/2023 0.00 1,750.00 GOPHER STATE ONE-CALL INC 07/13/2023 0.00 819.45 GS DIRECT INC 07/13/2023 0.00 240.00 Guard Guys, LLC 07/13/2023 0.00 89.75 HERMAN'S LANDSCAPE SUPPLIES INC 07/13/2023 0.00 612.00 Hydra Power Hydraulics Inc 07/13/2023 0.00 126.10 Indigo Signs 07/13/2023 0.00 143.50 Indoor Landscapes Inc 07/13/2023 0.00 187.00 Innovative Office Solutions LLC 07/13/2023 0.00 71.75 IUOE Local #49 07/13/2023 0.00 595.00 J&M Displays, Inc 07/13/2023 0.00 30,000.00 Juli Al-Hilwani 07/13/2023 0.00 150.00 Lennar 07/13/2023 0.00 157,050.00 Marco Inc 07/13/2023 0.00 1,010.00 Matheson Tri-Gas, Inc. 07/13/2023 0.00 226.96 Metronet Holdings, LLC 07/13/2023 0.00 55.63 METROPOLITAN FORD 07/13/2023 0.00 24.96 MN NCPERS LIFE INSURANCE 07/13/2023 0.00 144.00 MN VALLEY ELECTRIC COOP 07/13/2023 0.00 6,675.89 MTI DISTRIBUTING INC 07/13/2023 0.00 524.44 NAPA AUTO & TRUCK PARTS 07/13/2023 0.00 363.15 Northern Winds Concert Band 07/13/2023 0.00 300.00 NOVEL SOLAR THREE, LLC 07/13/2023 0.00 19,530.61 Old Republic Surety Group 07/13/2023 0.00 825.00 Peterson Companies 07/13/2023 0.00 107,899.63 PILGRIM DRY CLEANERS 07/13/2023 0.00 580.44 Potentia MN Solar 07/13/2023 0.00 28,757.77 PRECISE MRM LLC 07/13/2023 0.00 273.00 Rain for Rent 07/13/2023 0.00 684.89 ROADKILL ANIMAL CONTROL 07/13/2023 0.00 103.00 Safety Vehicle Solutions 07/13/2023 0.00 5,449.83 Shadywood Tree Experts and Landscaping 07/13/2023 0.00 5,123.00 Sophia Martin 07/13/2023 0.00 136.50 Page 1 of 2 90 Vendor Name Check Date Void Checks Check Amount SOUTHWEST NEWS MEDIA 07/13/2023 0.00 5,191.00 Sun Life Financial 07/13/2023 0.00 3,458.14 Taylor Electric Company, LLC 07/13/2023 0.00 1,360.00 The Vanella Group of MN LLC 07/13/2023 0.00 9,287.76 Thomas Retka 07/13/2023 0.00 600.00 TimeSaver Off Site Secretarial, Inc 07/13/2023 0.00 749.25 United Laboratories 07/13/2023 0.00 358.96 Waste Management of Minnesota, Inc 07/13/2023 0.00 2,301.80 WM MUELLER & SONS INC 07/13/2023 0.00 1,616.34 XCEL ENERGY INC 07/13/2023 0.00 22,027.04 ZIEGLER INC 07/13/2023 0.00 472.00 Report Total: 0.00 491,435.86 Page 2 of 2 91 AP Check Detail User: dwashburn Printed: 7/17/2023 4:37:58 PM Last Name Acct 1 Amount Check Date Description Al-Hilwani Juli 101-1539-4343 150.00 7/13/2023 Pickleball Lessons 150.00 7/13/2023 Al-Hilwani Juli 150.00 ALLSTREAM 101-1160-4310 564.47 7/13/2023 Mitel Phone System Maintenance 8/18 - 09/17 564.47 7/13/2023 ALLSTREAM 564.47 Apres, Inc.101-1613-4402 15,753.90 7/13/2023 4th of July tents/tables/chairs final 15,753.90 7/13/2023 Apres, Inc. 15,753.90 BENEFIT EXTRAS INC 101-1120-4351 296.75 7/13/2023 Monthly Participation Fee BENEFIT EXTRAS INC 101-0000-2012 113.00 7/13/2023 Monthly Participation Fee 409.75 7/13/2023 BENEFIT EXTRAS INC 409.75 BRAUN INTERTEC CORPORATION 420-1310-4546 13,703.00 7/13/2023 2023 Pavement Inspection Services 13,703.00 7/13/2023 AP - Check Detail (7/17/2023)Page 1 of 16 92 Last Name Acct 1 Amount Check Date Description BRAUN INTERTEC CORPORATION 13,703.00 Carver County 700-1160-4326 650.00 7/13/2023 Carver Fiber - WWTP / W-3, 7, 8 /LS-24 Carver County 101-1160-4326 450.00 7/13/2023 CarverLink Internet / Fiber - July 1,100.00 7/13/2023 Carver County 1,100.00 CCP NI MASTER TENANT 4 LLC 101-1600-4359 0.94 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1550-4359 11.59 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1120-1193 84.72 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1550-4320 257.83 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1600-4320 20.12 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1540-4359 11.10 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 700-0000-4359 54.77 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1540-4320 246.86 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 700-0000-4359 3.11 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,220.78 7/13/2023 April 2023 Invoice CCP NI MASTER TENANT 4 LLC 701-0000-4320 885.83 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,217.04 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 700-0000-4320 69.18 7/13/2023 April, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1350-4359 99.93 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 701-0000-4359 39.87 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1120-4359 3.80 7/13/2023 Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 700-0000-4359 3.14 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1600-4359 0.82 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 701-0000-4320 1,217.03 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 700-0000-4359 50.04 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1350-4359 89.44 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1540-4359 10.06 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 701-0000-4359 36.50 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1120-1193 114.17 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1120-4359 3.43 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1550-4359 10.72 7/13/2023 May, 2023 Invoice - Late Fee - Per MN Statute 471.425 CCP NI MASTER TENANT 4 LLC 101-1550-4320 357.06 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,667.84 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1540-4320 335.29 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,981.12 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 101-1600-4320 27.38 7/13/2023 May, 2023 Invoice CCP NI MASTER TENANT 4 LLC 700-0000-4320 104.96 7/13/2023 May, 2023 Invoice AP - Check Detail (7/17/2023)Page 2 of 16 93 Last Name Acct 1 Amount Check Date Description CCP NI MASTER TENANT 4 LLC 101-1540-4320 422.44 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 101-1600-4320 34.50 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 700-0000-4320 132.24 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 101-1350-4320 3,756.05 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 101-1550-4320 449.88 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 101-1120-1193 143.85 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 701-0000-4320 1,533.31 7/13/2023 June, 2023 CCP NI MASTER TENANT 4 LLC 700-7019-4320 2,101.52 7/13/2023 June, 2023 20,810.26 7/13/2023 CCP NI MASTER TENANT 4 LLC 20,810.26 CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 20.00 7/13/2023 Monthly Service - 2323 Lake Lucy Rd CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 35.76 7/13/2023 Monthly Service - 201 W 79th St CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 85.00 7/13/2023 Monthly Service - 2100 Lake Harrison Rd CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 736.69 7/13/2023 Monthly Service - 7711 Kerber Blvd CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 35.00 7/13/2023 Monthly Service - 1456 W 78th St CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 230.96 7/13/2023 Monthly Service - 7700 Market Blvd CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 20.00 7/13/2023 Monthly Service - 6930 Minnewashta Pkwy CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 23.49 7/13/2023 Monthly Service - 3900 Highway 7 CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 214.76 7/13/2023 Monthly Service - 7901 Park Pl CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 26.85 7/13/2023 Monthly Service - 7901 Park Pl CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 26.84 7/13/2023 Monthly Service - 7901 Park Pl 1,455.35 7/13/2023 CENTERPOINT ENERGY MINNEGASCO 1,455.35 CenturyLink 700-0000-4310 32.00 7/13/2023 Monthly Service - July 1 - July 31, 2023 CenturyLink 701-0000-4310 32.00 7/13/2023 Monthly Service - July 1 - July 31, 2023 64.00 7/13/2023 CenturyLink 64.00 Crystal Infosystems LLC 101-1120-4110 980.00 7/13/2023 Toner Rec Center Crystal Infosystems LLC 101-1170-4359 14.70 7/13/2023 Late Charge per MN Statute 471.425 Crystal Infosystems LLC 101-1120-4110 262.00 7/13/2023 Toner Finance Printer AP - Check Detail (7/17/2023)Page 3 of 16 94 Last Name Acct 1 Amount Check Date Description 1,256.70 7/13/2023 Crystal Infosystems LLC 1,256.70 Engel Water Testing Inc 700-0000-4300 750.00 7/13/2023 Water Samples - June, 2023 750.00 7/13/2023 Engel Water Testing Inc 750.00 Enterprise FM Trust 400-0000-4811 555.46 7/13/2023 407 - 23 Chev Silv #26RPBZ Enterprise FM Trust 701-0000-4811 92.77 7/13/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 349.51 7/13/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 700-0000-4811 92.77 7/13/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 700-0000-4811 97.46 7/13/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 606.08 7/13/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4811 210.81 7/13/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 199.34 7/13/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4810 607.81 7/13/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4810 606.36 7/13/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 192.94 7/13/2023 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 701-0000-2317 171.56 7/13/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 188.20 7/13/2023 605 - 22 Ford Rand #25G25M Enterprise FM Trust 400-0000-4810 535.90 7/13/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 701-0000-4810 267.81 7/13/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 327.74 7/13/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4811 327.77 7/13/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4811 327.00 7/13/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4810 942.92 7/13/2023 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4810 393.58 7/13/2023 605 - 22 Ford Rand #25G25M Enterprise FM Trust 701-0000-4811 97.47 7/13/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 527.62 7/13/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 154.82 7/13/2023 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4811 592.07 7/13/2023 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4811 261.85 7/13/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 898.26 7/13/2023 407 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4810 477.43 7/13/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 648.73 7/13/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 700-0000-2317 171.56 7/13/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 353.22 7/13/2023 606 - 22 Ford Rang #25G23Z AP - Check Detail (7/17/2023)Page 4 of 16 95 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 326.86 7/13/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 446.43 7/13/2023 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4810 607.73 7/13/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 627.15 7/13/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4811 193.87 7/13/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 511.56 7/13/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4811 321.94 7/13/2023 134 - 22 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4810 612.28 7/13/2023 134 - 22 Chev Silv #25WNKR Enterprise FM Trust 700-0000-4810 267.82 7/13/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 321.95 7/13/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4811 188.39 7/13/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4810 375.25 7/13/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 223.33 7/13/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 612.29 7/13/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4811 181.88 7/13/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 527.34 7/13/2023 140 - 22 Chev Silv #25G5J6 17,622.89 7/13/2023 Enterprise FM Trust 17,622.89 Festival Production Services 101-1613-4402 1,750.00 7/13/2023 4th of July Stage 2023 1,750.00 7/13/2023 Festival Production Services 1,750.00 GOPHER STATE ONE-CALL INC 701-0000-4300 409.72 7/13/2023 June, 2023 GOPHER STATE ONE-CALL INC 700-0000-4300 409.73 7/13/2023 June, 2023 819.45 7/13/2023 GOPHER STATE ONE-CALL INC 819.45 GS DIRECT INC 101-1160-4530 240.00 7/13/2023 Service Charge - Eng Plotter Repair 240.00 7/13/2023 AP - Check Detail (7/17/2023)Page 5 of 16 96 Last Name Acct 1 Amount Check Date Description GS DIRECT INC 240.00 Guard Guys, LLC 101-1120-4300 89.75 7/13/2023 Testing M Ste.Marie, P Storms, R Check, J Hines, E Johnson 89.75 7/13/2023 Guard Guys, LLC 89.75 HERMAN'S LANDSCAPE SUPPLIES INC 101-1320-4158 102.00 7/13/2023 Pulverized Dirt HERMAN'S LANDSCAPE SUPPLIES INC 101-1320-4158 102.00 7/13/2023 Pulverized Dirt HERMAN'S LANDSCAPE SUPPLIES INC 700-0000-4150 102.00 7/13/2023 Pulverized Dirt HERMAN'S LANDSCAPE SUPPLIES INC 700-0000-4150 102.00 7/13/2023 Pulverized Dirt HERMAN'S LANDSCAPE SUPPLIES INC 101-1320-4158 204.00 7/13/2023 Pulverized Dirt 612.00 7/13/2023 HERMAN'S LANDSCAPE SUPPLIES INC 612.00 Hydra Power Hydraulics Inc 101-1550-4120 126.10 7/13/2023 Seal Kits 126.10 7/13/2023 Hydra Power Hydraulics Inc 126.10 Indigo Signs 101-1120-4110 143.50 7/13/2023 Large Name Plates - R Kendall, T Vickerman 143.50 7/13/2023 Indigo Signs 143.50 Indoor Landscapes Inc 101-1170-4300 187.00 7/13/2023 July Plant Service 187.00 7/13/2023 Indoor Landscapes Inc 187.00 Innovative Office Solutions LLC 101-1120-4110 33.85 7/13/2023 Sorter Incline Small Bk, Tape AP - Check Detail (7/17/2023)Page 6 of 16 97 Last Name Acct 1 Amount Check Date Description Innovative Office Solutions LLC 101-1120-4110 37.90 7/13/2023 Paper, Tape 71.75 7/13/2023 Innovative Office Solutions LLC 71.75 IUOE Local #49 101-0000-2004 388.54 7/13/2023 PR Batch 00414.07.2023 Local 49 dues IUOE Local #49 700-0000-2004 129.36 7/13/2023 PR Batch 00414.07.2023 Local 49 dues IUOE Local #49 701-0000-2004 77.10 7/13/2023 PR Batch 00414.07.2023 Local 49 dues 595.00 7/13/2023 IUOE Local #49 595.00 J&M Displays, Inc 101-1613-4342 30,000.00 7/13/2023 Fireworks Display, 2023 30,000.00 7/13/2023 J&M Displays, Inc 30,000.00 Lennar 101-0000-2073 1,800.00 7/13/2023 Erosion Control - Permit 2022-00482 - 7208 Pearl Drive Lennar 101-0000-2073 1,700.00 7/13/2023 Erosion Control - Permit 2021-04224 - 7269 Pearl Drive Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-05031 - 7053 Pearl Drive Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-05439 - 7041 Pearl Drive Lennar 101-0000-2073 1,900.00 7/13/2023 Erosion Control - Permit 2021-04527 - 7257 Pearl Drive Lennar 101-0000-2073 1,950.00 7/13/2023 Erosion Control - Permit 2021-01607 - 7281 Pearl Drive Lennar 101-0000-2073 1,600.00 7/13/2023 Erosion Control - Permit 2022-00663 - 7149 Pearl Drive Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-00642 - 7252 Rogers Court Lennar 101-0000-2073 1,900.00 7/13/2023 Erosion Control - Permit 2021-01102 - 7157 Purple Parkway Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2013-03184 - 9401 River Rock Drive S Lennar 101-0000-2072 1,250.00 7/13/2023 As-Built - Permit 2014-02743 - 9488 River Rock Drive S Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2016-01524 - 1462 Camden Ridge Drive Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-02000 - 1492 Camden Ridge Drive Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03078 - 3713 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-02002 - 1421 Henry Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-01059 - 3632 Strawberry Lane Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-04763- 7194 Purple Parkway Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-01534 - 8932-8942 Southwest Village Loop Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03210 - 3600 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00541 - 3673 Strawberry Lane AP - Check Detail (7/17/2023)Page 7 of 16 98 Last Name Acct 1 Amount Check Date Description Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-02447- 7193 Purple Parkway Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-00196 - 7334 Paisley Path Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00676 - 3592 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00343 - 3705 Strawberry Lane Lennar 101-0000-2072 1,250.00 7/13/2023 As-Built - Permit 2015-00036 - 9455 River Rock Drive S Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-00264 - 7276 Rogers Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-02159 - 3697 Strawberry Lane Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-04328- 7182 Purple Parkway Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2013-03217- 8971-8981 Southwest Village Loop Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03264 - 1481 Camden Ridge Drive Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-04036- 7217 Purple Parkway Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03282 - 3721 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-02102 - 1551 Camden Ridge Drive Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2014-000152- 8972-8982 Southwest Village Loop Lennar 101-0000-2072 1,250.00 7/13/2023 As-Built - Permit 2014-2744 - 9492 River Rock Drive S Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2019-03314 - 7288 Rogers Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03079 - 3609 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03325 - 3665 Strawberry Lane Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2012-02403 - 8815 Bellevue Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03281 - 3657 Strawberry Lane Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2012-01301 - 8761 Reflections Road Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-02586 - 1502 Camden Ridge Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00677 - 3656 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2016-03135 - 1541 Camden Ridge Drive Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2016-02594 - 9435 River Rock Drive S Lennar 101-0000-2073 1,700.00 7/13/2023 Erosion Control - Permit 2021-03842- 7158 Purple Parkway Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03324 - 1461 Henry Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00030 - 3617 Strawberry Lane Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2012-02069 - 252 Lakeview Road East Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-00115 - 7264 Rogers Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-02252 - 1511 CAmden Ridge Drive Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-01497 - 7229 Purple Parkway Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03328 - 3624 Strawberry Lane Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2013-01857 - 192 Lakeview Road Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03323 - 1441 Henry Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03326 - 3689 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2017-00121 - 9405 River Rock Drive Lennar 101-0000-2072 1,500.00 7/13/2023 As-Built - Permit 2012-03203 - 8805 Bellevue Court Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2019-03313 - 2105 Paisley Path Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-00638 - 1531 Camden Ridge Drive Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03280 - 3681 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-01058 - 3625 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2019-03312 - 7266 Purple Parkway AP - Check Detail (7/17/2023)Page 8 of 16 99 Last Name Acct 1 Amount Check Date Description Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-01407 - 3616 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03155 - 3641 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2016-02205 - 1482 Camden Ridge Drive Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-00090 - 1941 Paisley Path Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2014-03209 - 3672 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-03734 - 1965 Paisley Path Lennar 101-0000-2073 1,500.00 7/13/2023 Erosion Control - Permit 2021-00638 - 7181 Purple Parkway Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2020-00089 - 1940 Paisley Path Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00678 - 3640 Strawberry Lane Lennar 101-0000-2072 2,500.00 7/13/2023 As-Built - Permit 2015-00344 - 1491 Camden Ridge Drive Lennar 101-0000-2072 1,250.00 7/13/2023 As-Built - Permit 2015-00040 - 9459 River Rock Drive S Lennar 101-1310-3903 -2,000.00 7/13/2023 Reimbursement of staff time 157,050.00 7/13/2023 Lennar 157,050.00 Marco Inc 101-1170-4410 757.50 7/13/2023 Rental - printer/copier Marco Inc 701-0000-4410 101.00 7/13/2023 Rental - printer/copier Marco Inc 720-0000-4410 50.50 7/13/2023 Rental - printer/copier Marco Inc 700-0000-4410 101.00 7/13/2023 Rental - printer/copier 1,010.00 7/13/2023 Marco Inc 1,010.00 Martin Sophia 101-1539-4343 136.50 7/13/2023 Art Class Instruction 136.50 7/13/2023 Martin Sophia 136.50 Matheson Tri-Gas, Inc.101-1310-4359 2.14 7/13/2023 Late Charge per MN Statute 471.425 Matheson Tri-Gas, Inc.101-1370-4120 71.25 7/13/2023 Mckenzie 1st regul repair Matheson Tri-Gas, Inc.101-1370-4170 143.57 7/13/2023 Acethlene, High Pressure - Large, Medium, Small. Propane Matheson Tri-Gas, Inc.101-1310-4359 10.00 7/13/2023 Late Charge per MN Statute 471.425 226.96 7/13/2023 AP - Check Detail (7/17/2023)Page 9 of 16 100 Last Name Acct 1 Amount Check Date Description Matheson Tri-Gas, Inc. 226.96 Metronet Holdings, LLC 700-7043-4310 55.63 7/13/2023 Monthly Service 07/01/23 - 07/31/23 55.63 7/13/2023 Metronet Holdings, LLC 55.63 METROPOLITAN FORD 700-0000-4140 24.96 7/13/2023 Bolt/ Nut 24.96 7/13/2023 METROPOLITAN FORD 24.96 MN NCPERS LIFE INSURANCE 101-0000-2037 144.00 7/13/2023 PR Batch 00414.07.2023 NCPERS-Life Insurance 144.00 7/13/2023 MN NCPERS LIFE INSURANCE 144.00 MN VALLEY ELECTRIC COOP 101-1600-4320 48.13 7/13/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 101-1350-4320 175.86 7/13/2023 Monthly Service - Bluff Crk Blvd Lights MN VALLEY ELECTRIC COOP 701-0000-4320 504.60 7/13/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 700-0000-4320 158.67 7/13/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 101-1350-4320 48.49 7/13/2023 Monthly Service - Bluff Crk & Audubon Rd MN VALLEY ELECTRIC COOP 101-1350-4320 35.48 7/13/2023 Monthly Service - 96th St & St Hwy 101 Lights MN VALLEY ELECTRIC COOP 101-1350-4320 93.79 7/13/2023 Monthly Service - 2151 Lyman Blvd MN VALLEY ELECTRIC COOP 101-1350-4320 5,610.87 7/13/2023 Monthly Service - Hwy 101/Pionr Trl Signl 6,675.89 7/13/2023 MN VALLEY ELECTRIC COOP 6,675.89 MTI DISTRIBUTING INC 101-1550-4120 504.71 7/13/2023 Tie Rod, Joint Ball, Hoc Cap, Washer MTI DISTRIBUTING INC 101-1550-4120 19.73 7/13/2023 Tie Rod, Bearing Roller, Gear Bevel, Side Panel 524.44 7/13/2023 AP - Check Detail (7/17/2023)Page 10 of 16 101 Last Name Acct 1 Amount Check Date Description MTI DISTRIBUTING INC 524.44 NAPA AUTO & TRUCK PARTS 700-0000-4120 209.31 7/13/2023 Oil Filter, Fuel Filter NAPA AUTO & TRUCK PARTS 701-0000-4140 6.99 7/13/2023 Metric Die NAPA AUTO & TRUCK PARTS 701-0000-4120 63.24 7/13/2023 Oil Filter, Hydraulic Filter NAPA AUTO & TRUCK PARTS 701-0000-4120 56.23 7/13/2023 Oil Filter, Fuel Filter NAPA AUTO & TRUCK PARTS 700-0000-4120 27.38 7/13/2023 Hydraulic Filter 363.15 7/13/2023 NAPA AUTO & TRUCK PARTS 363.15 Northern Winds Concert Band 101-1620-4345 300.00 7/13/2023 Summer Concert Series Performance 300.00 7/13/2023 Northern Winds Concert Band 300.00 NOVEL SOLAR THREE, LLC 701-0000-4320 3,139.94 7/13/2023 Monthly Service - March, 2023 NOVEL SOLAR THREE, LLC 700-0000-4359 187.15 7/13/2023 Late Charges - Per MN Statute 471.425 NOVEL SOLAR THREE, LLC 101-1350-4320 155.35 7/13/2023 Monthly Service - March, 2023 NOVEL SOLAR THREE, LLC 701-0000-4359 94.15 7/13/2023 Late Charges - Per MN Statute 471.425 NOVEL SOLAR THREE, LLC 101-1350-4359 4.72 7/13/2023 Late Charges - Per MN Statute 471.425 NOVEL SOLAR THREE, LLC 700-0000-4320 6,238.87 7/13/2023 Monthly Service - March, 2023 NOVEL SOLAR THREE, LLC 700-0000-4320 6,238.85 7/13/2023 Monthly Service NOVEL SOLAR THREE, LLC 101-1350-4320 155.28 7/13/2023 Monthly Service NOVEL SOLAR THREE, LLC 701-0000-4320 3,316.30 7/13/2023 Monthly Service 19,530.61 7/13/2023 NOVEL SOLAR THREE, LLC 19,530.61 Old Republic Surety Group 101-1220-4300 825.00 7/13/2023 CFD Relief Assn Trea - Bill Codes 1DY3JHE 825.00 7/13/2023 Old Republic Surety Group 825.00 AP - Check Detail (7/17/2023)Page 11 of 16 102 Last Name Acct 1 Amount Check Date Description Peterson Companies 720-7025-4751 107,899.63 7/13/2023 Pond Maintenance Project 107,899.63 7/13/2023 Peterson Companies 107,899.63 PILGRIM DRY CLEANERS 101-1220-4300 580.44 7/13/2023 June, 2023 laundry services 580.44 7/13/2023 PILGRIM DRY CLEANERS 580.44 Potentia MN Solar 101-1190-4359 114.00 7/13/2023 Late Charges - Per MN Statute 471.425 Potentia MN Solar 101-1170-4359 87.84 7/13/2023 Late Charges - Per MN Statute 471.425 Potentia MN Solar 101-1170-4320 2,928.50 7/13/2023 Monthly Service - 2023-03-01 to 2023-03-31 Potentia MN Solar 700-0000-4359 58.84 7/13/2023 Late Charges - Per MN Statute 471.425 Potentia MN Solar 101-1190-4320 3,799.75 7/13/2023 Monthly Service - 2023-03-01 to 2023-03-31 Potentia MN Solar 700-0000-4320 1,961.02 7/13/2023 Monthly Service - 2023-03-01 to 2023-03-31 Potentia MN Solar 101-1190-4320 3,805.16 7/13/2023 Monthly Service - 2023-04-01 to 2023-04-30 Potentia MN Solar 700-0000-4320 2,029.14 7/13/2023 Monthly Service - 2023-04-01 to 2023-04-30 Potentia MN Solar 101-1170-4320 2,917.42 7/13/2023 Monthly Service - 2023-04-01 to 2023-04-30 Potentia MN Solar 700-0000-4320 2,582.17 7/13/2023 Monthly Service - 2023-05-01 to 2023-05-31 Potentia MN Solar 101-1170-4320 3,689.11 7/13/2023 Monthly Service - 2023-05-01 to 2023-05-31 Potentia MN Solar 101-1190-4320 4,784.82 7/13/2023 Monthly Service - 2023-05-01 to 2023-05-31 28,757.77 7/13/2023 Potentia MN Solar 28,757.77 PRECISE MRM LLC 101-1320-4310 273.00 7/13/2023 2023-05 Subscription 273.00 7/13/2023 PRECISE MRM LLC 273.00 Rain for Rent 701-0000-4551 684.89 7/13/2023 Filter Liner, Hauling Rebillable 684.89 7/13/2023 AP - Check Detail (7/17/2023)Page 12 of 16 103 Last Name Acct 1 Amount Check Date Description Rain for Rent 684.89 Retka Thomas 101-1620-4345 600.00 7/13/2023 Summer Concert Series Performance 600.00 7/13/2023 Retka Thomas 600.00 ROADKILL ANIMAL CONTROL 101-1320-4300 103.00 7/13/2023 June, 2023 Services 103.00 7/13/2023 ROADKILL ANIMAL CONTROL 103.00 Safety Vehicle Solutions 400-4135-4704 5,449.83 7/13/2023 Chan Fire - Chevy Silverado Utility Truck 5,449.83 7/13/2023 Safety Vehicle Solutions 5,449.83 Shadywood Tree Experts and Landscaping 101-1550-4572 620.00 7/13/2023 Grind Stump & Haul Debris Shadywood Tree Experts and Landscaping 101-1550-4572 1,476.00 7/13/2023 Grind Stump & Haul Debris Shadywood Tree Experts and Landscaping 101-1550-4574 2,197.00 7/13/2023 Green Ash Removal Shadywood Tree Experts and Landscaping 101-1550-4572 830.00 7/13/2023 Grind Stump & Haul Debris 5,123.00 7/13/2023 Shadywood Tree Experts and Landscaping 5,123.00 SOUTHWEST NEWS MEDIA 101-1420-4336 38.40 7/13/2023 Plan Case No 2023-12 SOUTHWEST NEWS MEDIA 101-1110-4336 84.48 7/13/2023 Summary Ord 709 - Legal SOUTHWEST NEWS MEDIA 101-1110-4336 53.76 7/13/2023 Legal Ordinance no 710 SOUTHWEST NEWS MEDIA 101-1420-4336 34.56 7/13/2023 Plan Case No 2023-11 SOUTHWEST NEWS MEDIA 101-1613-4340 1,683.00 7/13/2023 Special Print Design Postage pd on July 4th SOUTHWEST NEWS MEDIA 101-1613-4340 600.00 7/13/2023 Programmatic Banner SOUTHWEST NEWS MEDIA 101-1420-4336 38.40 7/13/2023 Plan Case No 2023-13 SOUTHWEST NEWS MEDIA 101-1420-4336 38.40 7/13/2023 Plan Case No 2023-10 SOUTHWEST NEWS MEDIA 101-1613-4340 795.00 7/13/2023 Front Page Disp AP - Check Detail (7/17/2023)Page 13 of 16 104 Last Name Acct 1 Amount Check Date Description SOUTHWEST NEWS MEDIA 101-1613-4340 1,825.00 7/13/2023 Printing, July 4th Speci 5,191.00 7/13/2023 SOUTHWEST NEWS MEDIA 5,191.00 Sun Life Financial 701-0000-2037 106.97 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 700-0000-2037 106.97 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 700-0000-2011 43.25 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 720-0000-2015 36.07 7/13/2023 LTD - July, 2023 Sun Life Financial 701-0000-2015 53.69 7/13/2023 LTD - July, 2023 Sun Life Financial 101-0000-2015 1,227.79 7/13/2023 LTD - July, 2023 Sun Life Financial 101-0000-2011 616.88 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 720-0000-2011 18.20 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 701-0000-2011 27.04 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 101-0000-2011 156.34 7/13/2023 Life Insurance - Cobra Sun Life Financial 101-0000-2037 979.11 7/13/2023 Life Insurance - July, 2023 Sun Life Financial 700-0000-2015 85.83 7/13/2023 LTD - July, 2023 3,458.14 7/13/2023 Sun Life Financial 3,458.14 Taylor Electric Company, LLC 101-1350-4565 1,360.00 7/13/2023 Service Work - Hwy 5 & Century 1,360.00 7/13/2023 Taylor Electric Company, LLC 1,360.00 The Vanella Group of MN LLC 101-1613-4300 329.00 7/13/2023 4th of July garbage operation The Vanella Group of MN LLC 101-1613-4410 3,500.00 7/13/2023 4th of July garbage operation The Vanella Group of MN LLC 720-7201-4300 5,458.76 7/13/2023 4th of July garbage operation 9,287.76 7/13/2023 The Vanella Group of MN LLC 9,287.76 TimeSaver Off Site Secretarial, Inc 101-1125-4300 749.25 7/13/2023 Meeting Minutes - City Council, Planning, EDC AP - Check Detail (7/17/2023)Page 14 of 16 105 Last Name Acct 1 Amount Check Date Description 749.25 7/13/2023 TimeSaver Off Site Secretarial, Inc 749.25 United Laboratories 101-1550-4150 358.96 7/13/2023 Wash Whacker Lg Rg Jet Spray 358.96 7/13/2023 United Laboratories 358.96 Waste Management of Minnesota, Inc 101-1613-4410 461.51 7/13/2023 4th of July Carnival Dumpster Waste Management of Minnesota, Inc 101-1613-4410 266.06 7/13/2023 4th of July Lake Ann Dumpster Waste Management of Minnesota, Inc 101-1312-4329 136.99 7/13/2023 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 101-1170-4329 195.78 7/13/2023 Monthly Service - City Hall - 7700 Market Blvd Waste Management of Minnesota, Inc 720-7202-4329 84.52 7/13/2023 Monthly Service - Lyman Community Garden - 1801 Lyman Blvd Waste Management of Minnesota, Inc 701-0000-4329 17.12 7/13/2023 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 101-1550-4329 692.53 7/13/2023 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 700-0000-4329 17.12 7/13/2023 Monthly Service - Public Works - 7901 Park Pl Waste Management of Minnesota, Inc 101-1220-4329 104.15 7/13/2023 Monthly Service - Fire Station - 7610 Laredo Dr Waste Management of Minnesota, Inc 101-1190-4329 326.02 7/13/2023 Monthly Service - Library - 7711 Kerber Blvd 2,301.80 7/13/2023 Waste Management of Minnesota, Inc 2,301.80 WM MUELLER & SONS INC 101-1320-4157 287.37 7/13/2023 Virgin Sand WM MUELLER & SONS INC 101-1320-4157 703.08 7/13/2023 Virgin Sand WM MUELLER & SONS INC 101-1320-4157 625.89 7/13/2023 Virgin Sand 1,616.34 7/13/2023 WM MUELLER & SONS INC 1,616.34 XCEL ENERGY INC 101-1350-4320 18.01 7/13/2023 Monthly Service - Signal Lights - 9000 Audubon Rd XCEL ENERGY INC 101-1350-4320 -5.60 7/13/2023 Monthly Service - 1532 Lyman Blvd XCEL ENERGY INC 700-0000-4320 65.09 7/13/2023 Monthly Service - 6431 Hazeltine Blvd XCEL ENERGY INC 101-1600-4320 -0.86 7/13/2023 Monthly Service - 7599 Minnewashta Pkwy XCEL ENERGY INC 101-1540-4320 3,620.63 7/13/2023 Monthly Service - Parks AP - Check Detail (7/17/2023)Page 15 of 16 106 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 101-1600-4320 95.62 7/13/2023 Monthly Service - Parks XCEL ENERGY INC 101-1550-4320 -383.72 7/13/2023 Monthly Service - Parks XCEL ENERGY INC 101-1350-4320 18,617.87 7/13/2023 Monthly Service - Signal/Lights 22,027.04 7/13/2023 XCEL ENERGY INC 22,027.04 ZIEGLER INC 101-1613-4410 472.00 7/13/2023 4th of July light towers 472.00 7/13/2023 ZIEGLER INC 472.00 491,435.86 AP - Check Detail (7/17/2023)Page 16 of 16 107 City Council Item July 24, 2023 Item Approve Contract with Kraus-Anderson Construction Company for Construction Manager for Civic Campus File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the AIA C132 contract with Kraus-Anderson Construction Company for Civic Campus Construction Manager." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The city issued an open Request for Proposals (RFP) for construction manager services, received three proposals, and interviewed two firms. The project teams recommend entering a contract with Kraus- Anderson Construction Company (KA). BACKGROUND Kraus-Anderson's team, including Senior Project Manager Dustin Phillips, was involved with the 2021- 22 Facilities Study. KA's team also has experience working with BKV Group and HKGi. DISCUSSION BUDGET 108 The cost of the contract is included in the soft costs of the overall construction budget for the Civic Campus. The estimated cost of the contract is $1,656,360. The city is electing the alternate schedule provided by Kraus-Anderson to gain efficiencies in Phase 2, which will result in a savings of $300,000 in construction manager costs if achieved. RECOMMENDATION ATTACHMENTS Kraus-Anderson Construction Management Services Proposal Chanhassen - Civic Campus Draft with AIA C132 Standard Form of Agreement Between Owner and Construction Manager as Advisor Chanhassen Civic Campus Request for Proposals 109 Building enduring relationships and strong communities CITY OF CHANHASSEN CIVIC CAMPUS Proposal for Construction Management Services June 14, 2023 a community for life 110 Office 612-332-7281 | www.krausanderson.com | Fax 612-332-8739 Building enduring relationships and strong communities Kraus-Anderson Construction Company 501 South Eighth Street, Minneapolis, MN 55404 COVER LETTERJune 14, 2023 Laurie Hokkanen, City Manager City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Email: lhokkanen@chanhassenmn.gov Dear Ms. Hokkanen: Thank you for the opportunity to submit our comprehensive Construction Management (CM) proposal for the City of Chanhassen’s Civic Campus project. We have enjoyed working with the City during the facility assessment study. The KA team would be thrilled to continue working with the City, building a project to honor the City’s long-standing commitment to residents to be a community for life with amenities for all ages. Here are just a few reasons why we want to be selected as your CM partner: √ Creating a Focal Point for Chanhassen: Dustin, Dan, and Rich will utilize the information and relationships established during the facility assessment project to guide strategy and real- time decisions to ensure the City builds a new legacy community focal point. As you will read in this proposal, our team is experienced in building and leading critical public sector projects. Your community matters and we want to build your new vision. √ Experience: Over the past 5 years, our Government team has completed over 185 projects including city halls, parks, trails, park buildings/pavilions, community centers, police stations, fire stations, and many others. We value the public sector and continually learn and grow from each project. √ Established relationship with BKV and HKGi: BKV and KA have completed 50+ projects for cities like Burnsville, Roseville, Buffalo, Golden Valley, and South St. Paul; and are currently working together on the Waconia Fire Station and Rosemount Police and Public works projects. √Detailed Approach: We are detailed and comprehensive with our estimates, keeping you fully informed and able to make the best long-term solutions. We are transparent and advocate on your behalf toward reasonable solutions. We will also work with your staff to determine a detailed and effective communication plan so your residents can stay updated through each phase. The City has chosen to create and build a new community focal point, and the KA team wants to be your construction partner in making this vision a reality. Thank you for this opportunity. We look forward to hearing from you. Please do not hesitate to reach out with any additional questions. Sincerely, KRAUS-ANDERSON® CONSTRUCTION COMPANY Mark Kotten, Project Director Construction Executive | Public Sector 612-747-5357 mark.kotten@krausanderson.com Dustin Phillips, Senior Project Manager 612-419-9563 dustin.phillips@krausanderson.com 111 Request for Proposals Construction Management Services Chanhassen Civic Campus City Hall/Senior Center + Park Building and Park Improvements RFQ Issue Date: May 23, 2023 Submittal Due Date: June 14, 2023, 12 p.m. City of Chanhassen Civic Campus Kraus-Anderson Response FIRM DESCRIPTION ...............................1 KEY PERSONNEL ..................................2 EXPERIENCE .....................................6 PROJECT UNDERSTANDING AND APPROACH .........10 SCOPE OF SERVICES ..............................18 COST PROPOSAL .................................20 TABLE OF CONTENTS 112 P1City of Chanhassen Civic Campus Kraus-Anderson Response KA DESCRIPTION MISSION STATEMENT Building enduring relationships and strong communities CORE PURPOSE Together, strengthening the communities we serve CORE VALUES INTEGRITY - Do the right thing...always be respectful, honest, and fair. COMMITMENT - Take ownership, work hard, and keep promises. TEAMWORK - Collaborate to foster trust and success for all. VALUE PEOPLE - Support each other in a safe, positive environment where people are recognized and appreciated for their contributions. COMPANY PROFILE Established in 1897, KA is a family-owned, privately-held corporation and has provided construction management and general construction services for over 126 years. Ranked consistently as one of the top 20 construction management firms in the Midwest by Engineering News-Record, KA provides integrated project management services for the successful execution of all types of construction projects. With a bonding capacity of $900 million, KA ranks nationally in the top tier of financially strong companies. KA serves a diversified commercial construction market, with a 2022 managed construction volume of $1.2 billion. Headquartered in Minneapolis with offices in Rochester, Duluth, Bemidji, MN, Bismarck, ND, Madison, and Milwaukee, WI, KA can leverage the depth of resources and talent of 500 personnel company-wide. This includes senior management, project managers, superintendents, project coordinators, preconstruction, cost-estimating, technical support professionals, accountants, and administrative support staff. K-12 EDUCATION COMMERCIAL WAREHOUSE MANUFACTURING & HIGH-TECH AVIATION FIRE POLICE PUBLIC SAFETY CITY HALLS JAILS PUBLIC WORKS MUNICIPAL PARKS COMMUNITY CENTERSGOVERNMENT COLLEGES/ UNIVERSITIES HEALTHCARE HOSPITALITY/GAMING HOUSING RETAIL WORSHIP KA Corporate Headquarters 501 South Eighth Street Minneapolis, MN 55404 Main Phone: 612-332-7281 www.krausanderson.com SCOPE OF SERVICES 7070 government entities served in the last 10 years, including city, county, state, and federal. Dustin Phillips, Senior Project Manager 612-419-9563 dustin.phillips@ krausanderson.com Mark Kotten, Project Director 612-747-5357 mark.kotten@ krausanderson.com PRE-PROJECT PLANNING PRECONSTRUCTION POST-OCCUPANCYCONSTRUCTION BIM Building Science/ Quality Control MEP Coordination Safety Facility Assessments CONTACTS FOR PROPOSAL 113 P2City of Chanhassen Civic Campus Kraus-Anderson Response CITY OF CHANHASSSEN STAKEHOLDERS CIVIC CAMPUS PROJECT MARK KOTTEN Principal in Charge JON PORTER PE, ASSOCIATE AIA Director of Building Science TIM KITTILA, PE Mechanical & Electrical Systems Manager Andrea Blair LEED GREEN ASSOCIATE Senior BIM/VDC Specialist Jay Vander Leest Director of Safety Dan Kjellberg Project Manager Rich Putnam Project Superintendent TECHNICAL RESOURCES Dustin Phillips Senior Project Manager KA has a proven track record of delivering CM services on a variety of public sector projects, including projects for the City of Chanhassen. We have managed public works facilities, government service centers, libraries, community centers, justice centers/courthouses, police stations, fire stations, parks and recreation centers, environmental centers, and waste transfer centers. These projects often include new construction, additions, renovations, site work, parking, and landscaping, and often occuring on congested sites with ongoing operations. Our team and approach is built around being the best and most capable construction management firm, with particular attention toward public-sector owners. In response to the needs of our public-sector owners identified throughout hundreds of projects, we have added experts in preconstruction, building science and quality control, mechanical and electrical systems management, building information modeling/virtual design and construction (BIM/VDC), community engagement, and safety. When partnering with KA as your CM, the City of Chanhassen will have seamless access to this expertise, 126 years of construction management, and our years of experience with the City of Chanhassen. Our committed project managers and superintendents know how to manage a project to successful completion and understand and share your goals. Established Relationship with BKV Group The architect/construction manager relationship is critical to the success of any project. We are a solution- driven, yet cordial partner. Together, BKV and KA have completed over 50 projects, including: • Eden Prairie Fire Station • Bloomington Fire Stations #1 and #3 • Fridley Municipal Center • Olmsted County Justice Center Remodel • Orono City Offices • Rochester North Service Center • Master Planning/Facility Assessments for the Cities of Golden Valley, Burnsville, and Roseville, MN Currently, KA and BKV are working together on the Waconia Fire Station project (pictured left) and Rosemount Police and Public Works. CITY OF WACONIA –NEW FIRE STATION 12/06/2021 EXTERIOR DESIGN VIEW FACING EAST VIEW FACING SOUTH Megan Barnett-Livgard Community Outreach KEY PERSONNEL 114 P3City of Chanhassen Civic Campus Kraus-Anderson Response KEY PERSONNEL DUSTIN PHILLIPS Senior Project Manager Dustin will be the main point of contact throughout the project - from preconstruction through construction completion. He will provide management oversight of all project elements, including budget and schedule control, safety, and communication. SELECT PROJECT EXPERIENCE City of Chanhassen, MN Facility assessment and master plan for multiple facilities throughout the City City of Woodbury, MN • City Hall: Muli-phase lobby and office renovation • Central Park, Lookout Ridge, and RH Stafford Library Addition and Renovations City of Cottage Grove, MN • Glacial Valley Park Facility -5,000 GSF park facility including event space, warming house, restrooms and maintenance City of Shakopee, MN 4-story renovation of River City Centre City of Stevens Point, WI 11,000 SF concrete skatepark located in Bukolt Park City of Waconia, MN 29,000 SF new fire station, including 6 apparatus bays City of Golden Valley, MN Master plan with BKV Group to conduct a Facility Needs Analysis for campus buildings, Fire Stations 2 & 3, and the Cold Storage/ Public Works Yard City of Roseville, MN • Pre-Design: Master planning for Public Works, License Center, and VFW • Campus master plan EDUCATION MS, Construction Management, BS, Construction with a Minor in Business Administration, University of Wisconsin - Stout, Menomonie, WI CLIENT REFERENCES: Teresa Keller, Senior Engineering Project Coordinator City of Woodbury (651) 414-3492 teresa.keller@woodburymn.gov Jennifer Levitt, City Administrator City of Cottage Grove (651) 458-2890 jlevitt@cottagegrovemn.gov DAN KJELLBERG Project Manager Dan will be the day-to-day project manager from preconstruction through construction completion. He will manage all project elements, including budget and schedule control and overall project communication. In addition to comprehensive preconstruction cost-estimating, value engineering, and project scheduling, Dan will provide the front- end bidding documents and generate local interest in the project. His responsibilities will include contractor performance review, contractor negotiation and award, monitoring and updating progress schedules, and working closely with the Project Superintendent on field operations. SELECT PROJECT EXPERIENCE City of Chanhassen, MN Facility assessment and master plan for multiple facilities throughout the City City of Woodbury, MN Muli-phase City Hall renovation City of Crystal, MN • City Hall: 5,600 SF renovation of existing • Police Station: 53,281 SF, 2-story new police facility, garage, and office City of Cottage Grove, MN • Glacial Valley Park Facility -5,000 GSF park facility including event space, warming house, restrooms, and maintenance City of New Brighton, MN • Sunny Square Park: Included new park pavilion building, ball fields, playground, trails and parking • Totem Pole Park: Included pickle ball/basketball courts, ball field, pavilion building, trails, and parking City of Shakopee, MN 4-story renovation of River City Centre EDUCATION BS, Construction Management with a Minor in Business Administration, Minnesota State University, Mankato, MN CLIENT REFERENCES: Michael Kerski, Director of Planning and Development City of Shakopee (952) 233-9346 mkerski@shakopeemn.gov Jennifer Fink, Director of Parks and Recreation City of New Brighton (651) 638-2126 jennifer.fink@newbrightonmn. gov 115 P4City of Chanhassen Civic Campus Kraus-Anderson Response KEY PERSONNEL EDUCATION One Year Technical Diploma, Wood Techniques, District One Tech, Eau Claire, WI CLIENT REFERENCES: Dave Ross, Construction Project Supervisor Bloomington Public Schools (952) 454-1992 dross@isd271.org Ed Dumas, Director of Operations Friendship Village (952) 300-0043 Ed.dumas@ lifespacecommunities.com RICH PUTNAM Project Superintendent Rich will be responsible for the day-to- day supervision and management of all construction activities associated with Chanhassen’s Civic Campus project. He will be directly responsible for scheduling, coordination, quality control, ensuring the safety of all onsite personnel, and the execution of general procedures. Rich will hold weekly meetings with trade contractors to review progress of the work and will be the direct contact for the site as it concerns logistics and coordination of ongoing operations. During construction, he will work closely with the project manager to lead, manage, and direct all field activities. SELECT PROJECT EXPERIENCE Chaska Curling and Event Center and Fireman’s Park Redevelopment, Chaska, MN 42,000 SF new curling club, restaurant, and event center and extensive improvements and renovations to Fireman’s Park Royal River Casino - Hotel and Entertainment Complex, Flandreau, SD 38,000 SF gaming floor and back-of-house functions, 500 slot machines, a buffet, sports bar, retail store, guest support services, and a 120-room hotel and a conference center Breezy Point Conference Center, Breezy Point, MN 40,300 SF new convention center and approximately 6,000 SF of office space Bloomington Public Schools, Bloomington, MN • Hillcrest Community School: 55,000 SF mechanical and architectural upgrades to existing elementary school • Mechanical, Electrical and Architectural Renovations at Valley View Middle School (2021) • Various mechanical, electrical, and architectural improvements and renovations MEGAN BARNETT-LIVGARD CECD, EDFP Community Outreach Megan has 22 years of experience in both the public and private sectors, where she has helped to navigate many construction and development projects. She brings expertise in building consensus, understanding public processes, working with councils, boards, and task forces to ensure effective communication, engagement, and support. SELECT PROJECT EXPERIENCE City of Golden Valley, MN Master plan with BKV Group to conduct a Facility Needs Analysis for campus buildings, Fire Stations 2 & 3, and the Cold Storage/ Public Works Yard City of Roseville, MN • Pre-Design: Master planning for Public Works, License Center, and VFW • Campus master plan City of Crystal, MN • City Hall: 5,600 SF renovation of existing • Police Station: 53,281 SF, 2-story new police facility, garage, and office City of White Bear Lake, MN New police garage and fire station apparatus bay and associated remodeling projects City of Monticello, Monticello, MN • 27,000 SF Facility assessment of public works complex, including evaluation of office, maintenance, storage, and yard spaces for future use or modification • 2,400 SF DMV interior remodel City of Wayzata, MN 1,500 linear foot boardwalk and ecological restoration along the shoreline of Lake Minnetonka in downtown Wayzata as part of the Lake Effect Project EDUCATION BA, Local and Urban Affairs, St. Cloud State University, St. Cloud, MN CLIENT REFERENCES: Rachel Leonard, City Administrator City of Monticello (763) 271-3275 rachel.leonard@ci.monticello. mn.us Pat Trudgeon, City Manager City of Roseville (651) 792-7021 pat.trudgeon@cityofroseville. com 116 P5City of Chanhassen Civic Campus Kraus-Anderson Response KEY PERSONNEL TIM KITTILA, PE Mechanical and Electrical Systems Manager With his experience in M&E engineering, consulting, design and construction, Tim has solid expertise in highly specialized M&E systems. He will support the team in cost-estimating, value engineering, and M&E systems coordination services. He will assist with options analysis, constructability review, long-range planning, and project phasing/scheduling. Tim will assist in the commissioning process and training facility teams on systems operations and maintenance. JON PORTER, PE, ASSOCIATE AIA Director of Building Science A licensed Professional Engineer with 27 years of experience in the design and construction industry, Jon provides leadership and training in quality issues to ensure that KA delivers a customer experience that exceeds clients’ expectations. He serves as a technical resource to the project team concerning means and methods, constructability, building materials technology, work flow and sequencing, proper installation techniques, and testing and acceptance protocols. JAY VANDER LEEST Director of Safety Jay’s background and responsibilities include corporate construction safety management, federal, state, and local regulations (OSHA/MNOSHA/DOT), investigations, evaluations and analyses of job site issues, training and employee development, job site inspections, safety policy development and implementation, Workers’ compensation and claims management, federal and state record keeping, company strategic planning, Safety Department leadership, and further developing a comprehensive safety culture throughout KA and our projects. ANDREA BLAIR, LEED GREEN ASSOCIATE Senior BIM/VDC Specialist Andrea will support the team in the integration and coordination of Building Information Modeling/Virtual Design and Construction (BIM/VDC) tools for the project. Utilizing lean thinking, she works on leveraging the latest technology so our teams can identify system conflicts before construction, streamline clash detection and fabrication, and prevent rework. A FAA Part 107 UAS Pilot, Andrea can leverage drone flying and laser scanning services which KA offers that are particularly useful for building renovations and additions, capturing the true existing conditions for design, tie-ins, and quality control purposes. MARK KOTTEN Construction Executive, Principal in Charge Mark is focused on the Public Sector for KA with extensive experience working for governmental agencies and delivering CM projects. He will have responsibility for the corporate commitment and delivery of all preconstruction and construction services and will ensure the full availability of KA resources for this project. He will advocate for the City of Chanhassen’s goals and objectives, to deliver the Civic Campus project to your expectations. 117 P6City of Chanhassen Civic Campus Kraus-Anderson Response 1313 city halls 6464 community/event centers 1111 outdoor learning spaces 14 14 park pavilions 1212 parks 1313 trails EXPERIENCE KA has delivered over 185 public projects totaling almost a billion dollars in the last 5 years for cities like Chanhassen, Monticello, Shakopee, Wayzata, Minnetonka, Buffalo, Golden Valley, Roseville, White Bear Lake, New Brighton, Woodbury, Stillwater, Carver, Rosemount, Waconia, Virginia, Chaska, Cottage Grove, Forest Lake, Minneapolis, and Rochester, MN. On the following pages, we have outlined a selection of projects that are similar to yours. IN THE PAST 10 YEARSIN THE PAST 10 YEARS 70 70 government entities served, including city, county, state, and federal. 628628 government projects utilizing CM delivery, totaling $5.2B$5.2B, including KA’s construction coordination work for MAC-MSP Airport. Please click or scan the QR Code with your phone to see KA’s government project portfolio. WOODBURY CITY HALL WOODBURY CITY HALL Woodbury, MNWoodbury, MN • • 2007 City Hall additio2007 City Hall addition and remodel, and new Thames Road Fire Stationn and remodel, and new Thames Road Fire Station • • 2020 City Hall Renovations2020 City Hall Renovations CHANHASSEN LIBRARY celebrates its 20th anniversary this year. KA completed the new 32,640 SF library in 2003. CHANHASSEN SERVICE CENTER CHANHASSEN SERVICE CENTER KA completed the new 11,553 SF, 2-story license center in 2009.KA completed the new 11,553 SF, 2-story license center in 2009. St. PaulSt. Paul 118 P7City of Chanhassen Civic Campus Kraus-Anderson Response EXPERIENCE TOTEM POLE PARK RENOVATION City of New Brighton, MN KA is currently in preconstruction with the City of New Brighton on renovations to Totem Pole Park, including new pickle ball courts, reconstructed baseball field, and new parking lot with site lighting.K:\019696-000\Graphics\019696_RecreationSitePlan-Totem_2022Recreation Site Plan Totem Pole Park - New Brighton, Minnesota Scale in Feet 0’60’30’ North IMPROVED BALLFIELD WITH ACCESS ROUTE, NEW FENCING & BACKSTOP & SPECTATOR AREA PARK BOUNDARY EXISTING BALLFIELD PROPOSED PICKLEBALL COURTS (4)WITH SEATING 5’ WIDE AGGREGATE TRAIL LOOP (ALTERNATE) THROUGH EXISTING SAVED TREES EXISTING SIDEWALK PROPOSED CROSSWALK W/PED RAMPS AT CURBS (SEPARATE) PROPOSED BASKETBALL & BANKSHOT COURTS W/SEATING PROPOSED 5’ WIDE SIDEWALK PROPOSED 8’ WIDE ASPHALT TRAIL / ACCESSIBLE ROUTES EXISTING TRANSIT STOP EXISTING OHP LINES PROPOSED OFF-STREET PARKING LOT: 37 STANDARD & 2 HC STALLS OHP OHP OHP POTENTIAL STORMWATER TREATMENT AREA PROPOSED MULTI-AGE PLAYGROUND W/WOOD FIBER SURFACING BY OTHERS PROPOSED OPEN AIR SHELTER W/TWO RESTROOMS & PROGRAM SPACE/PAD PROPOSED RETAINING WALL TOTEM POLE PARK: 5 ACRES PARK MONUMENT SIGN (BY OTHERS)FOSS ROADFOSS ROAD 9TH AVE SW 9TH AVE SWCITY OF NEW BRIGHTON Signature Printed Name & Title Date Jennifer Fink, Director 03/24/2022 K:\013154-000\Admin\Graphics\Final Preferred Concepts_Graphics\013154_Preferred Concepts CompiledScale in Feet 0’120’60’30’Sunny Square - Concept Plan New Brighton, Minnesota February 24, 2020 | WSB Project number: 013154-000 EXERCISE PODS EXERCISE LOOP OPEN LAWN AREA IMPROVED BALLFIELD (300’) STORMWATER TREATMENT PARKING AREA(43 STALLS) CONNECT TO EXISTING TRAIL SPECTATOR SEATING AREA PLAY AREA CONNECT TO REGIONAL TRAIL PARENT SEATING / SHELTER AREA OPEN AIR PICNIC SHELTER WITH PERMANENT RESTROOMS LON G V I E W D R LON G V I E W D RCEDAR DRCEDAR DRSUNNYSIDE TERRACESUNNYSIDE TERRACE EASTMAN DREASTMAN DR GREGORY DRGREGORY DR SUNBOW LNSUNBOW LNLONGVIEW DRLONGVIEW DRSUNNY SQUARE PARK RENOVATION City of New Brighton, MN KA provided preconstruction and construction services to the City of New Brighton on the Sunny Square Park renovation, including new trails, exercise spaces, a playground, a pavilion, and new bathroom facilities. CIVIL ENGINEER Bolton & Menk, Inc. Valley Square Office Center, Suite 2007575 Golden Valley Road Minneapolis, Minnesota 55427 Tel: (763) 544-7129Fax: (612) 544-0531 STRUCTURAL ENGINEER BKBM Engineers, Inc.6120 Earle Brown Drive, Suite 700Minneapolis, Minnesota 55430 Tel: (763) 843-0420Fax: (763) 843-0421 MECHANICAL ENGINEER Wold Architects and Engineers 332 Minnesota StreetSuite W Two Thousand Saint Paul, Minnesota 55101 Tel: (651) 227-7773Fax: (651) 223-5646 ELECTRICAL ENGINEER Wold Architects and Engineers 332 Minnesota StreetSuite W Two ThousandSaint Paul, Minnesota 55101 Tel: (651) 227-7773 Fax: (651) 223-5646 H G F E D C B A 123 4 5 6 7 8 109 MN Set No: Comm No:11/8/2022 3:58:44 PMBIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvtGLACIAL VALLEY PARK BUILDING CITY OF COTTAGE GROVE Cottage Grove, MN 222064 Central: BIM 360://222064 - Glacial Valley Park Building/222064 Glacial Valley Park Building.rvt 222064 CITY OF COTTAGE GROVE GLACIAL VALLEY PARK BUILDING 12800 RAVINE PARKWAY SCOTTAGE GROVE, MN 55016 9900 RAVINE PKWY SCOTTAGE GROVE, MN 55016 222064 ARCHITECTURAL A0.001 CODE ANALYSIS AND CODE PLAN A2.001 MAIN LEVEL FLOOR PLAN AND REFLECTED CEILING PLAN A2.095 ROOF PLAN A2.901 DOOR/FRAME/ STOREFRONT TYPES A4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS, ENLARGED PLANS A4.701 DETAILS - INTERIOR WALL TYPES A4.705 DETAILS - INTERIOR WALL A4.706 DETAILS - INTERIOR ELEVATIONS A4.707 DETAILS - INTERIOR CASEWORK ELEVATIONS AND SECTIONS A4.801 DETAILS - INTERIOR DETAILS A5.101 EXTERIOR ELEVATIONS A5.200 EXTERIOR WALL AND PARAPET ASSEMBLIES A5.201 WALL SECTIONS A5.202 WALL SECTIONS A5.203 WALL SECTIONS A5.501 DETAILS - EXTERIOR WALL A5.601 DETAILS - EXTERIOR OPENINGS A5.602 DETAILS - EXTERIOR OPENINGS A5.603 DETAILS - EXTERIOR OPENINGS A5.701 DETAILS - EXTERIOR ROOF A6.001 DETAILS - SITE CIVIL C1.0 SITE LAYOUT AND FINISHING PLAN, LANDSCAPE PLAN,DETAILS AND NOTES STRUCTURAL S0.000 TITLE SHEET S2.001 FOUNDATION AND ROOF FRAMING PLAN S2.101 BRACED FRAME ELEVATIONS S3.001 SECTIONS AND DETAILS - FOUNDATION S3.101 SECTIONS AND DETAILS - ROOF S4.001 SCHEDULES AND DETAILS MECHANICAL M0.0 MECHANICAL TITLE SHEET M1.0 PLUMBING PLAN M2.0 HYDRONIC PLAN M3.0 HVAC PLAN M4.0 MECHANICAL ROOF PLAN M5.0 FIRE SUPPRESSION PLAN M6.0 DETAILS M6.1 DETAILS M6.2 DETAILS M6.3 SCHEMATICS AND DETAILS M6.4 SCHEDULES ELECTRICAL E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.01 ELECTRICAL SITE PLAN E1.00 LIGHTING / POWER & SYSTEMS PLAN E2.00 ROOF PLAN - SOLAR PANEL E3.00 MOTOR AND LUMINAIRE SCHEDULE VIEW FROM SOUTHEAST TOWARDS ENTRY (FOR REFERENCE ONLY) GLACIAL VALLEY PARK BUILDING City of Cottage Grove, MN The new park building will contain 5,221 square feet of space for community/class/meeting rooms, a kitchen, a storage area, and a public warming room, a playground, picnic shelters, various sporting facilities, and new trails. Glacial Valley is the first Cottage Grove community park to be built in 20 years, making it the newest addition to the City’s extensive park system. The project is on schedule for completion in Fall of 2023. IN PROGRESSIN PROGRESS WOODBURY CENTRAL PARK City of Woodbury, MN KA provided preconstruction services to the City of Woodbury for their Central Park renovation, and beginning in 2024, will begin construction on the project. Improvements include reconfiguring park spaces, enclosing amphitheater, adding sustainability elements (solar panels and geothermal systems) to the upgraded infrastructure, and a multi- purpose addition with ballrooms and tenant spaces. 119 P8City of Chanhassen Civic Campus Kraus-Anderson Response EXPERIENCE ROSEMOUNT POLICE AND PUBLIC WORKS Rosemount, MN Currently in progress, this project comprises a 70,346 SF new Public Works and a 48,629 SF new Police Department facility, with a total estimated cost of $60M. OWNER CONTACT: City of Rosemount Logan Martin, City Administrator (651) 322-2006 logan.martin@ci.rosemount.mn.us CRYSTAL CITY HALL AND POLICE FACILITY Crystal, MN This 53,281 SF new facility consists of demolition of 1/3 of the existing City Hall (police portion) and a large police administration and garage addition. Continued operations of the adjoining City Hall and adjacent Hennepin County Library were crucial to success. OWNER CONTACT: City of Crystal Anne Norris, City Manager (Retired) (612) 270-4638 120 P9City of Chanhassen Civic Campus Kraus-Anderson Response EXPERIENCE SCOTT COUNTY GOVERNMENT COMPLEX Shakopee, MN • Law Enforcement Center Renovation: renovation for new courtroom with holding cells, interview rooms, and secure entry • Existing Government Center and Justice Center Remodel -82,000 SF, 3-story Justice Center renovations with two new courtrooms, expanded jury assembly space, holding cells, new roof, and fire sprinkler system -110,000 SF, 4-story Government Center East Building renovations to staff space, customer service areas, as well as public waiting areas, and updated mechanical systems • Government Center West Building -145,000 SF, 3-story new addition houses Health and Human Services Division, Community Corrections Department, and County Attorney Offices -All public access must go through the Justice Center’s weapons screening point to reach the lobbies -New jury assembly space and a secure passage from the Justice Center to the Law Enforcement Center • KA also completed a 15,000 SF Public Works Facility in Jordan, MN, in 2019 New Government Center West Building Addition Justice Center Renovations Temporary Sally Port Government Center East Renovations Law Enforcement Center Renovations OWNER CONTACT: Scott County Lezlie Vermilion, County Administrator (952) 496-8100 lvermillion@co.scott.mn.us 121 P10City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | PRECONSTRUCTION/DESIGN EXECUTE CONTRACTS • Identify tax-exempt services, itemizing said bid scopes by labor vs. material • Review received bids - per public bidding law - for the lowest responsible bidder and work with the City to award responsible bids • Immediate issuance of contracts to all subcontractors with priority given to work scopes on the critical path (e.g., long-lead items) ENGAGE AUTHORITIES • Work with City Staff and Council as directed to seek required approvals • Secure building permit with City of Chanhassen • Engage Building Official and Fire Marshall to review phasing plans and confirm temporary occupancy requirements • Work with utility providers to integrate lead times with the project schedule DEVELOP A COMPREHENSIVE SCHEDULE • Prepare detailed Submittal Log with anticipated delivery dates and required approval dates • Prioritize procurement of long-lead materials ESTABLISH COMMUNICATION STRATEGY • Establish the City of Chanhassen's desired communication protocols • Disruption Avoidance Notifications -Site Logistics/Safety plan • Appropriate external and internal communication plan -Progress documentation updates -KA Emergency Management Plan (EMP) -Construction update website, as desired ALIGN EXPECTATIONS • At KA, how the project finishes is just as important as how it starts: our team will initiate a kick-off and close-out meeting with the City of Chanhassen and BKV|HKGi to align project expectations ENFORCE OPERATIONAL SAFETY PROTOCOLS • Merge the City’s site-specific safety protocols with KA's Safety Program before construction start • Proactively communicate and diligently enforce safety expectations to subcontractors and all project team members accessing the construction space • Routine site safety audits by Project Superintendent, Rich Putnam PRECONSTRUCTION WORK PLAN The preconstruction phase is absolutely critical to the success of a project – it is where important decisions get made about project programming, design, scope, and schedule. This is why KA has invested significantly in preconstruction tools and resources: to help Owners get it right at this critical phase of the project, setting the stage for success during the construction phase, and long after occupancy. This project team was put together to specifically tackle the needs for the City of Chanhassen. Dan and Dustin not only bring familiarity from time spent with the City during the facility master plan but also bring a strong, positive working relationship with BKV|HKGi as your selected design partners. This allows our team to be an immediate value-add, integrated partner to help drive data informed decision making. We are the team that will help bring the best value for the City with the expertise to align and exceed the City’s expectations. We understand the desire to work through the various We understand the desire to work through the various stages of design and the necessity of multiple bid stages of design and the necessity of multiple bid packages to work with packages to work with project schedule as project schedule as outlined. Our team will outlined. Our team will help integrate budgeting help integrate budgeting and estimating strategies and estimating strategies into these time-lines and provide options that work for into these time-lines and provide options that work for the City and drive the best value for the project.the City and drive the best value for the project. 122 P11 City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | PRECONSTRUCTION/DESIGN CONCEPTUAL DESIGN KA will estimate your project utilizing historical cost data normalized to the time and location of the project. Modelogix (historical cost modeling database) allows KA to leverage its extensive project cost history of similar projects to quickly generate accurate, location- and time-sensitive conceptual estimates for your project. Within the cost model, the project team can peel back layers of the project to explore conceptual costs at the system level, specific scope level, and more, so you can make informed decisions on your project. SCHEMATIC DESIGN (SD) Throughout SD, we'll perform takeoffs utilizing our estimating software and consult with local prime contractors and suppliers regarding unit prices and material availability. We then assemble a comprehensive estimate that includes a complete, functional system for each one of the building systems, filling in any missing - but anticipated - elements where the design is incomplete. This process aligns the entire team’s goals and eliminates surprises at the end. DESIGN DEVELOPMENT (DD) Estimating during DD is focused on verification and refinement to confirm the design intent. We further engage the prime contractor community to provide added detail regarding value engineering, life cycle costing, and alternative methods and details that could impact cost or schedule requirements for procurement and construction sequencing. CONSTRUCTION DOCUMENTS (CD) As CD packages are developed, KA will continue monitoring the scope and detail level to confirm the documents support the cost model and overall final budget. The resulting design documents should align design objectives, budget requirements, and contractor capacity available within the marketplace. BIDDINGCOST CERTAINTYEstablish a Detailed Estimate Upon award, KA will work with the City of Chanhassen and BKV|HKGi to confirm the target budget for the project. KA will perform a detailed estimate using our project cost history information for similar building types and spaces. This estimate informs our target values for the project budget and informs decision-making going forward. We will work with the City and BKV|HKGi to determine to provide the best value in materials and schedule. We will work with the City and BKV|HKGi to test the project budget as often as necessary via detailed estimates to ensure the City is getting great value for every dollar spent. KA’s in-house technical support team is available to provide estimating, value management, and constructability review throughout the process. Modelogix is KA’s historical cost database and analytics tool used to benchmark your project against actual as-bid/as-built cost data from comparable projects. 123 P12City of Chanhassen Civic Campus Kraus-Anderson Response Item #Description Qty Unit Unit Cost Total Remarks Priority or Option 1 Clearstory in both PW vehicle Storage and Maintenance 1 ls $1,000,000.00 $1,000,000 3 2 Reduce Tile Cost (to $21/sf)1 ls $60,000.00 $60,000 Current range is $25/sf to $52/sf 1 3 Reduce ACT ceiling unit pricing to $5/sf vs $7.5/sf 1 ls $60,000.00 $60,000 Both PD and PW 1 4 Reduce Acoustical Treatments in PD 1 ls $35,000.00 $35,000 Remove 100% of AWP-1 (currently in holding interview rooms only). Keep $95k of AWP-3 3 5 Change PW break room 1238 ceiling to ACT1 vs ACP2 1,450 sf $42.50 $61,625 2 6 Change Screenwall at the front of the building only PW Side 350lf @17'h from precast to security fence 1 ls $303,100.00 $303,100 Includes a 8' decorative security fence back 2 7 Change Screenwall at the front of the building only PD Side 105lf @17'h 1 ls $90,930.00 $90,930 Includes a 8' decorative security fence back 5 8 Eliminate underground rainwater collection system 1 LS $150,000.00 $150,000 Confirm with enviro committee 3 9 Gravel between washbay and maintenance in lieu of asphalt 1,778 SY $30.00 $53,333 2 10 All asphalt to be Medium Duty (8"agg, 2" & 2")1 ls $260,000.00 $260,000 4 11 Parking lots to Light duty (8"agg, 2", 1.5")1 ls $40,000.00 $40,000 2 12 Remove concrete around building perimeter 500 sy $98.00 $49,000 Assumes HD asphalt in its place (keep rain leader splash pads)2 13 Reduce Generator to 750kw vs 1,000kw 1 ls $250,000.00 $250,000 2 14 Change tile wainscot from tile to wall covering 5,384 sf $14.00 $75,376 PD corridors only. Tile $24/sf vs a koraseal at $6-$10/sf 2 15 Remove the Opp partition in main training room & soffits 1 ls $70,000.00 $70,000 3 16A Reduce Employee entry canopies to 7' out in both PD and PW 1 ls $41,500.00 $41,500 2 16B Eliminate Employee entry canopies in both PD and PW 1 ls $73,500.00 $73,500 4 17A Delete perimeter radiation but use diffusers to wash the windows 1 ls $169,000.00 $169,000 4 17B Change Fintube from Runtal to a standard fintube 460 lf $90.00 $41,400 3 17C Reduce fintube at training, breakrooms, conf.1 ls $90,000.00 $90,000 2 18 Delete the exterior snow melt system from sidewalks 13,500 sf $3.00 $40,500 Alternate 2 19 Eliminate the Opp Partition in PW breakroom 1 ls $45,000.00 $45,000 Includes Opp wall, steel structure and gyp soffit 2 20 Change trench drains from 12" to 6"1,150 lf $105.00 $120,750 PD garage and PW garage & maintenance 2 21 Change PD Copy/work 1095 1070a ceiling to ACT1 vs WDC1 300 sf $50.00 $15,000 2 22 Change PD&PW lobby ceiling to ACT vs WDC1 410 sf $50.00 $20,500 3 23 Remove redundant water softener tank 1 ls $5,000.00 $5,000 1 24 PW general storage ceiling to painted structure vs ACT 425 sf $5.00 $2,125 1 25 Eliminate High Density storage in evidence 1 ls $70,000.00 $70,000 2 1 Bid Alternate Salt storage 1 LS $286,455 Bid as Alt but not included in VE totals yet 5 2 Bid Alternate Cold Storage 1 LS $615,685 Bid as Alt but not included in VE totals yet 5 3 Bid Alternate Material storage 1 LS $178,656 Bid as Alt but not included in VE totals yet 5 4 Bid Alternate Underground Storm Retention 1 LS $150,000 Bid as Alt but not included in VE totals yet 3 5 Add in Screenwall Alternate on PW 1 LS $303,100 2 6 Add in Snowmelt system 1 LS $40,500 2 TOTAL VE $3,292,639 Sub Total by Priority / Option Priority / Option 1: $127,125 Sum of each VE Option or Priority Level 1 Priority / Option 2: $1,255,184 Sum of each VE Option or Priority Level 2 Priority / Option 3: $1,316,900 Sum of each VE Option or Priority Level 3 Priority / Option 4: $502,500 Sum of each VE Option or Priority Level 4 Priority / Option 5: $90,930 Sum of each VE Option or Priority Level 5 Priority / Option 6: $0 Sum of each VE Option or Priority Level 6 Rosemount Public Works and Police Department Value Management - Cost Options Alternate Options PROJECT UNDERSTANDING & APPROACH | PRECONSTRUCTION/DESIGN Cost Control KA will work with the City and BKV|HKGi through all design stages to incorporate construction-specific feedback. Utilizing KA’s in-depth cost history of similar facilities with similar scopes and cost-estimating tools, we will build a detailed cost estimate of the construction documents and an overall project budget to compare with. As part of this process, KA will also perform thorough constructability and quality reviews and assemble detailed project schedules by engaging our in-house estimators, architects, engineers, safety professionals, and field staff. This budget will be an all-inclusive cost summary of the project. If the project appears to be over budget, KA will engage the City and BKV|HKGi with recommendations for savings and bidding strategies to maximize the project budget. We have extensive experience in managing project budgets, and estimates, and driving solutions to meet all budgets. We will be your advocate throughout the project. Constructability & Value Engineering KA provides continuous value engineering and constructability input to shape the design. We provide recommendations regarding contemplated and alternative building systems, design details, construction methods, the availability of specified materials and properly skilled labor, and the cost impact of schedule requirements for procurement installations and construction sequences. Our goal is to maximize value in each step of the process. We can provide you with the right data to make informed decisions about key pieces of your project, allowing you to maximize the use of your budget and ensure your facility operates as it is intended. The example here shows strategic options and alternatives found for the City of Rosemount as they were designing their facility. 124 P13City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | BID & AWARD BIDDING AND PROCUREMENT STRATEGY KA will prepare a comprehensive procurement plan for all contract awards and purchase orders before they are issued for competition. We will provide you with all associated documentation to keep you informed on project status. The procurement plan will include, among other items: • Finalize any City-specific bidding requirements such as Project Labor agreement, prevailing wage, tax rebate program, diversity and inclusion goals, traditions vs. best-value bidding, Bid Express online bidding, etc. • Strategize long-lead procurement solutions • The bidder’s list and past record/qualifications of bidder’s • Review of bidder’s list with the City of Chanhassen • Competitive considerations • Special instructions to bidder’s • Special financial requirements • Pertinent technical/budget/schedule information Additionally, bid packages will include project-specific construction requirements for logistics, scheduling, safety, and coordination. Detailed individual Work Scope descriptions that incorporate all specified sections of the design are also included. We find that making this information available to bidders gives them a better understanding of the scope of work and the ability to price the documents accordingly. This process helps in avoiding gaps in the bid scopes and eliminates duplication. Pre-Bid Meetings As the procurement process unfolds, pre-bid meetings will be organized for general project information and specific trade packages when appropriate. We organize and conduct meetings as an important element of the procurement phase to familiarize potential vendors and contractors with the scope of work required and keep informed on strategies to overcome lead time challenges. Working with BKV|HKGi, we will establish the appropriate number of bid packages based on our experience with projects of similar size and complexity. Bid packages are structured to allow for the most competitive bidding, keeping in mind that a manageable format must be maintained for quality and schedule. Local Contractor Participation KA is familiar with the Chanhassen area contractor market. We will tailor projects to maximize contractor interest and responsiveness to the City of Chanhassen. During the preconstruction phase, we will draw from our past project experiences and leverage our existing relationships with local trades and suppliers to provide the best value to the City of Chanhassen. We’ll work to inform regional contractors and suppliers of the upcoming project and the bidding process. KA will conduct a trade-by-trade review of local capacity to encourage local participation and write work scopes catering to local stakeholders. Maximizing Bid Coverage KA will work to garner contractor interest in this project well ahead of bid day. We aim to tailor our bid packages to drive as much interest as possible. Our systems allow us to track this interest ahead of bid day and address scope coverage needs as necessary. Scope Review At the time of bid opening KA will have a bid comparison to show how bids look against the budget. After bid opening, our project management team will review the lowest responsible bidders to confirm the scope and provide a recommendation for award to the City. LAKE ELMO PARK RESERVE - NORDIC CENTERLAKE ELMO PARK RESERVE - NORDIC CENTER Washington County | Lake Elmo, MN Washington County | Lake Elmo, MN 125 P14City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | BID & AWARD BIDDING AND PROCUREMENT STRATEGY (CONT.) KA’s bidding services begin long before bid day. As the project’s design takes shape, we will develop our plan on how best to bid and deliver this project. A typical bidding process for KA looks like this: • Finalize any City-specific bidding requirements such as Project Labor agreement, prevailing wage, tax rebate program, diversity and inclusion goals, traditions vs. best-value bidding, Bid Express online bidding, etc. • Coordinate with BKV|HKGi regarding generating portions of the bidding documents • Assist in identifying areas of conflict or potential misunderstanding for correction by BKV|HKGi • Develop front-end bidding documents and incorporate all City requirements • Generate advertisement for bid and issue to the publication of record • Develop scopes of work for contractors to bid • Issue bidding documents to plan rooms, exchanges, and issue contractor-specific invitations • Schedule and facilitate questions, pre-bid walk-thru(s), and addenda • Facilitate bid day • Evaluate bids and identify shortcomings • Coordinate bid analysis and present recommendations to the City • City Council award PROJECT UNDERSTANDING & APPROACH | CONSTRUCTION & CLOSEOUT BUDGET CONTROL DURING CONSTRUCTION We will carefully manage the workflow and information through a direct and efficient interface with your staff and designers, staying on top of your budget through every step of the project • Prepare weekly progress meetings and detailed reports for the team on each contractor’s work and overall financial management of their portion of the project • Detailed monthly reports to team on billing, cash flow projections, and job cost reports Change Order Procedures KA will receive, review, and manage any requests for change orders that may arise during construction. During the change review process, KA will conduct a detailed analysis to confirm the change request is legitimate - and pricing is fair - before submitting it to BKV|HKGi for review and recommendation to the City. KA maintains an accounting system and fiscal controls which accurately account for, manage, and report costs that support project costs, progress billing, and change request management. These essential elements of project management provide responsive, verifiable accounting and financial data for your submission or review. General Conditions Coordination KA’s approach to managing the general conditions of a project is a transparent team effort. The general condition dollars are the City of Chanhassen’s dollars, not KA’s. If managed correctly, the City of Chanhassen will save money, which would go back into the City’s pockets. Project Quality Quality control is a philosophy and process that KA employs throughout all of its company activities and construction projects. The main principles involve educating, monitoring, inspecting, testing, and verifying that the progress steps and the end result conform to the established requirements of the City of Chanhassen. In consultation with the City of Chanhassen and BKV|HKGi, KA will assist in defining the essential quality activities and resources for the construction involved in this specialty project. It involves an early understanding of the appropriate quality standards, along with the design and sustainable goals for the project, and incorporates a process to address them. This is achieved by: • Reviewing and understanding the project requirements • Determining key stakeholders and decision-makers and their key engagement points • Setting the project goals and aligning them with the expectations of the City of Chanhassen and BKV|HKGi • Utilizing KA’s experienced in-house technical support professionals who specifically focus on and support the team with any of the City’s specialty needs for the Civic Campus 126 P15City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | CONSTRUCTION & CLOSEOUT PROJECT STAGING TO MINIMIZE OPERATIONS DISRUPTIONS We will work with the City of Chanhassen and the necessary departments to understand their day-to-day activities so our construction operations have minimal impact. Our team will work with facility personnel to design detailed plans for construction phasing, noise mitigation, temporary shutdowns, and maintenance of HVAC, electrical, and life safety systems during construction. An emergency management plan will also be developed with the City for construction and/or operational emergencies. We will work with the City to develop a communication plan that interfaces with all stakeholders. PHASE 2 • Plan ahead for transitioning from old to new facility • Proper separation along path from school recess/activities • Continue to work around major events (Memorial Day/4th of July etc.) • Dust control during demolition • Minimal disruptions to City and school operations PHASE 1 • Maintain access for major events (Memorial Day/4th of July etc.) • Maintain separation from Public Services (Wayfinding/Signage) • Coordination of traffic and deliveries 1 1 2 2 3 3 BE A GOOD NEIGHBOR 127 P16City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | CONSTRUCTION & CLOSEOUT Experience Modification Rate (EMR) KA has been recognized annually since 1991 for our excellent safety record that consistently ranks within the top tier of construction firms nationally. KA is proud of its safety accomplishments and our safety record. Our EMR rating of 0.54 places us within the top tier of construction firms nationally. Total Safety Environment KA will develop a comprehensive SSSP for the Civic Campus project, including fire prevention guidelines, a Jobsite Emergency Contingency Plan, and address applicable federal, state, and local safety regulations. We will coordinate all construction operations through daily and weekly coordination and progress meetings so all stakeholders are informed of current and upcoming construction activities taking place. Contractor Safety Compliance Under the direction of Jay Vander Leest, our full-time Director of Safety, we will review the safety programs of each contractor to help develop the SSSP. Jobsite visits by Jay Vander Leest, Director of Safety, along with daily huddles and weekly “toolbox” meetings held by TBD, Project Superintendent, will assist in monitoring safety programs. Rich Putnam, Project Superintendent, is onsite full-time and will continue to monitor the SSSP during construction. 0.54 KA’s 2023 EMR SAFETY PROGRAM KA strives for zero injuries on every project through good management, utilization of resources, a proactive approach to safety, a solid supervisory presence, and hazard assessments. Our goal is to provide City staff, visitors, KA employees, contractors, and vendors working on or visiting the project site with a safe experience that meets expectations and guidelines. We will coordinate contractors’ safety programs and incorporate those safety programs and additional recommended safety measures into a Site Specific Safety Plan (SSSP) that will be developed for the project. All contractors and their lower tier contractors will be responsible for site safety, and our safety coordination will not extend to control over or responsibility for the acts of the contractors and their lower-tier contractors. POST-OCCUPANCY APPROACH Instead of KA leaving the Civic Campus on a set date and time, we believe that transitioning responsibility and knowledge over time will better serve the City of Chanhassen to take control of the new Civic Campus buildings. Contractors will work to train staff on new systems, assisting the City and staff through any troubleshooting, coordinate training of the facility and maintenance staff by technical professionals, collect and inventory additional materials, and be the primary resource for the City of Chanhassen. It is our commitment to support the City not only through project turnover, but also through the one-year call-back period. Punchlist, Warranty, and Close-out Punchlist - KA starts working on the punchlist long before the project is complete. We regularly communicate with the contractors to confirm the work they are putting in place meets the team’s expectations. As the substantial completion nears, KA will perform our pre-punch with the contractors to address any outstanding issues prior to substantial completion and the City and BKV|HKGi’s punchlist walk-throughs. KA will work with the team and contractors to confirm all deficiencies are addressed promptly. KA utilizes the AutoDesk Build application to facilitate all punchlist activities and will provide the City and BKV|HKGi with the necessary devices to perform their punchlist inspections. 128 P17City of Chanhassen Civic Campus Kraus-Anderson Response PROJECT UNDERSTANDING & APPROACH | CONSTRUCTION & CLOSEOUT Autodesk Build - easily accessible and current project information COMMUNICATION KA will engage the City, all stakeholders, and BKV|HKGi in an interactive, transparent, and collaborative design and preconstruction process. Our process begins with understanding your scope and expectations, and defining the parameters of your project options. Concise and clear communication is pivotal to a successful project. We employ a proactive, transparent, and collaborative format to establish open communication between the City and stakeholders, BKV|HKGi, KA, project team, and the community. Sample Construction Update Website City of Maplewood North Fire Station Sample Construction Update Website City of Crystal Police Station • Council Meetings/Workshops: KA will update the Council in- person or virtually as needed. Updates typically consist of a high- level progress update and photos or videos of work completed to date. • Construction Update Website: KA can create a website housing construction updates, allowing your stakeholders and community to follow project progress from beginning to end. • KA Client Portal: a single, collaborative destination for our clients to conveniently access relevant client applications and securely store and exchange project information before, during, and long after project delivery. • Autodesk Build: This is considered one of the best communication tools in the industry. It allows for real-time time communication so that all trades and members of the project team are working off the same plans, housing all key, up-to-date project information, including plans, specifications, shop drawings, product information, Requests for Information (RFI), Potential Change Orders (PCO), Change Orders (CO), punchlists, observation reports, daily project logs, progress photos, and many other project specific items. Punchlist, Warranty, and Close-out (continued) Warranty - KA will assist with the coordination of all warranty-related items through the 1-year call-back period. If the need arises for warranty work, we will assist the City with involved material/equipment suppliers and trade contractors. KA standard practice is to perform an 11-month base-building/public space walk-through with the City of Chanhassen staff and BKV|HKGi to confirm the building performs properly and close-out the 1-year workmanship warranty. Should items arise, we will again coordinate all items through completion and provide a detailed checklist for your review and approval. Closeout - Upon project completion, we will walk through your facility with your maintenance personnel to direct the check-out of utilities, systems, and equipment for readiness. We will also assist in the initial commissioning, start-up, and testing by the trade contractors. We will also secure and transmit all of the required guarantees, affidavits, releases, bonds, and waivers from the contractors, along with operating manuals, records, and as-built drawings in hard copy and electronic format to the City. 129 P18City of Chanhassen Civic Campus Kraus-Anderson Response SCOPE OF SERVICES | SCHEDULE We have analyzed the RFP schedule and understand there will be at least two bid packages, and potentially more, in order to accommodate the timing of construction. As we have reviewed long lead times against the RFP schedule, we are confident that all durations (start and end times) can be met. In both the RFP Schedule (above) and KA’s Alternative Option Schedule (below), we will work with the City to ensure continued access and use for major events such as Memorial day in the plaza and 4th of July on the upper park/field space. Our team brings a wealth of experience on multi-phase campuses and knows how to keep the staff, community, and frequent visitors safe during construction. From our site visit and conversations surrounding phase 2 there are some efficiencies we believe can be gained through demolition and construction of the park/community space. We’ve provided some additional breakouts on Phase 2 shown here and have coupled that with our experience with park buildings and spaces to take a realistic look at potential overlaps and durations. This option still provides access to the City’s major summer events. This does have a pause on the outdoor event space and associated parking during the winter months, with a complete wrap-up in early Spring/Summer of 2026. *This option could save the City over $300,000 in CM costs alone. 2023 20262023202420252026 5/1/23 -6/30/23Programming 7/3/23 -8/31/23Schematic Design 5/1/23 -3/1/24PRECONSTRUCTION 9/1/23 -11/23/23Design Development 11/13/23 -12/15/23Bid Pkg. 1 CDs Issued 11/13/23 -3/1/24Bid Pkg. 2 CDs Issued 12/18/23 -4/19/24BIDDING 12/18/23 -2/2/24Bid Pkg. 1 Bid & Award 3/4/24 -4/19/24Bid Pkg. 2 Bid & Award 5/15/24 -10/2/26CONSTRUCTION & CLOSEOUT 5/15/24 -6/6/25PHASE 1 6/9/25 -10/2/26PHASE 2 2023 20262023202420252026 5/1/23 -6/30/23Programming 7/3/23 -8/31/23Schematic Design 5/1/23 -3/1/24PRECONSTRUCTION 9/1/23 -11/10/23Design Development 11/13/23 -12/15/23Bid Pkg. 1 CDs Issued 11/13/23 -3/1/24Bid Pkg. 2 CDs Issued 12/18/23 -4/19/24BIDDING 12/18/23 -2/2/24Bid Pkg. 1 Bid & Award 3/4/24 -4/19/24Bid Pkg. 2 Bid & Award 5/15/24 -6/26/26CONSTRUCTION & CLOSEOUT 5/15/24 -6/6/25PHASE 1 6/9/25 -6/26/26PHASE 2 6/9/25 -7/8/25Demo Existing City Hall 7/9/25 -11/7/25Construct 4,000 GSF Park Centrum Bldg. 6/12/25 -10/24/25Skatepark/Pickleball/Upper Park/Playground/Splash Pad/Open Space 9/29/25 -11/14/25Performance/Event Space and Associated Parking Fall 2025 11/17/25 -5/8/26Winter Pause on Exterior Sitework 5/11/26 -6/26/26Performance/Event Space and Associated Parking Spring 2026 CHANHASSEN CIVIC CAMPUS RFP Schedule CHANHASSEN CIVIC CAMPUS KA Alternative Option Schedule* 130 P19City of Chanhassen Civic Campus Kraus-Anderson Response • Contractor Coordination • Field Supervision • MEP Coordination • Document and Change Management • Schedule Maintenance • Contract Administration • Cost Control • Quality Control • Insurance Administration • Owner’s Fit-Up, FF&E Coordination • Owner Move-in and Occupancy Coordination • Final Cost Accounting • Commissioning • Punch List Management • Warranty • Continuous Customer Service • Project Close-out • Follow-up Warranty WalkthruCONSTRUCTIO N POST O C C UPANC Y • Scope and Budget Development • Cost Estimating • Schedule Development • Value Engineering • Constructability Reviews • MEP Review • Sustainability Analyses • Quality Control • Long-Lead Procurement • Compliance • Permitting • Bidding and ProcurementPRECONSTRUCTI O NS a f ety • Visualize Design Intent • Supports Estimating • Identify Systems Conflicts before Construction, Streamline Clash Detection and Fabrication • Supports Phasing/Site Logistics • Drone and Laser Scanning • Documents Existing and As-Built Conditions B IM • Help Identify Benefits and Concerns During Design • Document Review • Quality Management • Means and Methods • Constructability • Building Materials Technology • Work Flow and Sequencing • Proper Installation techniques • Testing & Acceptance ProtocolsBuilding Scien c e |Qualit y Control• Review of MEP Estimating, Value Engineering, Systems Analysis, and Cost Studies • Provides Constructability Review, Long-Range Planning, Project Phasing/Scheduling • Assists in MEP Commissioning, Operations and Maintenance Training, and TurnoverMEP C o ordinatio nB I D DING • Bid Package Development • Local Contractor Engagement • Public Bid Process Management • Bid Analysis SCOPE OF SERVICES • Disruption Avoidance Planning • Site-Specific Safety Plan • Controls/Mitigates Risks • Safety Orientation and Training • Daily Activity on the Jobsite SCOPE OF SERVICES Please see the breakdown of the services and deliverables KA will provide on the Civic Campus project. Core Services Technical Resources 131 P20City of Chanhassen Civic Campus Kraus-Anderson Response COST PROPOSAL Start Date:Jul-2023 Finish Date:Dec-2023 5.0 22 108 867 Mo.Wks Days Hours Description Quantity Unit Unit Cost Total Project Executive, Principal in Charge 0 HRS $194.00 -$ Senior Project Manager 108 HRS $166.00 17,983$ Project Manager 108 HRS $145.00 15,708$ Preconstruction Manager/Estimator 87 HRS $145.00 12,567$ Quality Manager 16 HRS $143.00 2,324$ MEP Coordinator 16 HRS $155.00 2,519$ Project Coordinator 43 HRS $70.00 3,033$ Subtotal PRECONSTRUCTION STAFF 379 HRS 54,134$ Discounted PRECONSTRUCTION RATE 20,000$ Start Date:Dec-2023 Finish Date:Apr-2024 5.0 22 108 867 Mo.Wks Days Hours Description Quantity Unit Unit Cost Total Project Executive, Principal in Charge 22 HRS $194.00 4,203$ Senior Project Manager 43 HRS $166.00 7,193$ Project Manager 43 HRS $145.00 6,283$ Preconstruction Manager/Estimator 43 HRS $145.00 6,283$ Quality Manager 0 HRS $143.00 -$ MEP Coordinator 0 HRS $155.00 -$ Project Coordinator 43 HRS $70.00 3,033$ Subtotal PRECONSTRUCTION STAFF 195 HRS 26,997$ Discounted PRECONSTRUCTION RATE 5,000$ Start Date:May-2024 Finish Date:Oct-2026 28.5 124 618 4940 Mo.Wks Days Hours Description Quantity Unit Unit Cost Total Project Executive, Principal in Charge As Needed HRS $194.00 In Fee Senior Project Manager 247 HRS $166.00 41,002$ Project Manager 2,470 HRS $145.00 358,150$ Project Superintendent #1 4,940 HRS $143.00 706,420$ General Superintendent 247 HRS $151.00 37,297$ Quality Manager 12 HRS $143.00 In Fee MEP Specialist 12 HRS $155.00 In Fee Safety Manager 247 HRS $135.00 33,345$ VDC/BIM 12 HRS $130.00 1,606$ Project Coordinator 988 HRS $70.00 69,160$ Accounting 0 HRS $70.00 In Fee Subtotal CONSTRUCTION STAFF 9,176 HRS 1,246,980$ Job Site Office Trailer 0.0 MOS $1,100.00 -$ Office Equipment & Supplies 0.0 MOS $500.00 -$ Travel and Expenses 0.0 MOS $650.00 -$ Umbrella Liability Insurance 0.0 MOS #DIV/0!#DIV/0! Pick-up Truck - Supt 0.0 MOS $1,300.00 -$ Subtotal REIMBURSABLES Subtotal CONSTRUCTION MANAGEMENT FEE 24,023,750$ 1.60%384,380$ Total PRECON, CONSTRUCTION & FEE 1,656,360$ Chanhassen Civic Campus Exhibit 1 - CM Site Services & Fee Kraus-Anderson Construction PHASE 3 CONSTRUCTION & CLOSEOUT PHASE 1 PRE-CONSTRUCTION PHASE 2 BIDDING & AWARD The lump sum total of $1,656,360.00, represents 10 months of Preconstruction/Bidding & Award Services, 28.5 months of Construction Phase Services and a 1.60% Fee based upon a $24,023,750.00 Cost of Work. Should the durations or Cost of Work change, the Construction Manager shall be entitled to an equitable adjustment of its compensation based upon the rates outlined above. Please see the schedule section of our proposal for an alternative option for construction. We believe there is an opportunity to save the City of Chanhassen $300-400K on the above costs by aligning sequencing/phasing with the work being proposed at the site. FEE TOTAL REIMBURSABLES Reimbursable Expenses are estimated to be between $4-5K/month. These will be developed openly once final scope and schedule are agreed upon. 132 Kraus-Anderson® Construction Company is an EEO/AA Employer.www.krausanderson.com MINNESOTA Bemidji 206 Beltrami Avenue Bemidji, MN 56601 218-759-0596 Duluth 3716 Oneota Street Duluth, MN 55807 218-722-3775 Minneapolis 501 South Eighth Street Minneapolis, MN 55404 612-332-7281 Rochester 502 2nd Avenue SW Rochester, MN 55902 507-226-8690 NORTH DAKOTA Bismarck 1815 Schafer Street Suite 200 Bismarck, ND 58501 701-989-7150 WISCONSIN Madison 151 East Wilson Street Suite 100 Madison, WI 53703 608-838-5444 Milwaukee 126 North Jefferson Street Suite 402 Milwaukee, WI 53202 414-216-7249 Printed in USA 2023 133 AIA®Document C132TM – 2019 Standard Form of Agreement Between Owner and Construction Manager as Adviser AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 1 227227v1 ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. This document is intended to be used in conjunction with AIA Documents A132™– 2019, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition; A232™–2019, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition; and B132™– 2019, Standard Form of Agreement Between Owner and Architect, Construction Manager as Adviser Edition. AIA Document A232™–2019 is adopted in this document by reference. Do not use with other general conditions unless this document is modified. ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. BAGREEMENT made as of the «17th » day of «July » in the year «2023 » (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address, and other information) «City of Chanhassen »« » «7700 Market Boulevard » «P.O. Box 147 » «Chanhassen, MN 55317 » and the Construction Manager: (Name, legal status, address, and other information) «Kraus-Anderson Construction Company »« » «501 South Eighth Street » «Minneapolis, MN 55404 » « » for the following Project: (Name, location, and detailed description) «Chanhassen Civic Campus Project » «7700 Market Boulevard » «Chanhassen, MN 55317 » The Architect: (Name, legal status, address, and other information) «BKV Group »« » «222 North Second Street » «Suite 101 » «Minneapolis, MN 55401 » The Owner and Construction Manager agree as follows. 134 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 2 227227v1 TABLE OF ARTICLES 1 INITIAL INFORMATION 2 CONSTRUCTION MANAGER’S RESPONSIBILITIES 3 SCOPE OF CONSTRUCTION MANAGER’S BASIC SERVICES 4 SUPPLEMENTAL AND ADDITIONAL SERVICES 5 OWNER’S RESPONSIBILITIES 6 COST OF THE WORK 7 COPYRIGHTS AND LICENSES 8 CLAIMS AND DISPUTES 9 TERMINATION OR SUSPENSION 10 MISCELLANEOUS PROVISIONS 11 COMPENSATION 12 SPECIAL TERMS AND CONDITIONS 13 SCOPE OF THE AGREEMENT ARTICLE 1 INITIAL INFORMATION § 1.1 This Agreement is based on the Initial Information set forth in this Section 1.1. (For each item in this section, insert the information or a statement such as “not applicable” or “unknown at time of execution.”) § 1.1.1 The Owner’s program for the Project: (Insert the Owner’s program, identify documentation that establishes the Owner’s program, or state the manner in which the program will be developed.) «New City Hall and Senior Center Building- Approximately 38,000 SF Plus Underground Parking New Park Pavilion Building- Approximately 4,000 SF Site Features Including New Skate Park, Pickle Ball Courts, Playground, Splash Pad, Water Feature and Event Space Demolition of Existing City Hall » § 1.1.2 The Project’s physical characteristics: (Identify or describe pertinent information about the Project’s physical characteristics, such as size; location; dimensions; geotechnical reports; site boundaries; topographic surveys; traffic and utility studies; availability of public and private utilities and services; legal description of the site, etc.) «See 1.1.1 » § 1.1.3 The Owner’s budget for the Cost of the Work, as defined in Section 6.1: (Provide total and, if known, a line item breakdown.) «$24,023,750 » § 1.1.4 The Owner’s anticipated design and construction milestone dates: 135 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 3 227227v1 .1 Design phase milestone dates, if any: «Schematic Design: July-September 2023 Design Development: September-October/November 2023 Construction Documents: October/November-Decenmber2023/March 2024 (separation is anticipated for multiple bid packages during CD phase) » .2 Construction commencement date: «Dates are per RFP response on anticipated expedited schedule. This section may be amended once final design, lead times and phasing are known. Start Date: Anticipated May 2024 » .3 Substantial Completion date or dates: « Dates are per RFP response on anticipated expedited schedule. This section may be amended once final design, lead times and phasing are known. Anticipated June, 2026 This schedule assumes a mid-November 2025 to mid-May 2026 pause where KA is off site» .4 Other milestone dates: « » § 1.1.5 The Owner intends the following procurement method for the Project: (Identify method such as competitive bid or negotiated contract.) «Multiple prime contracts. » § 1.1.6 The Owner’s requirements for accelerated or fast-track design and construction, multiple bid packages, or phased construction are set forth below: (Identify any requirements for fast-track scheduling or phased construction and, if applicable, list number and type of bid/procurement packages.) «Anticipated 2 bid packages but understand there may be up to 4. » § 1.1.7 The Owner’s anticipated Sustainable Objective for the Project: (Identify and describe the Owner’s Sustainable Objective for the Project, if any.) «N/A » § 1.1.7.1 If the Owner identifies a Sustainable Objective, the Owner and Construction Manager shall endeavor to define the terms, conditions and services related to the Owner’s Sustainable Objective and may complete and incorporate AIA Document E235™–2019, Sustainable Projects Exhibit, Construction Manager as Adviser Edition, into this Agreement. If E235–2019 is incorporated into this Agreement, the Owner and Construction Manager shall incorporate the completed E235–2019 into the agreements with the consultants and contractors performing services or Work in any way associated with the Sustainable Objective. § 1.1.8 Other Project information: (Identify special characteristics or needs of the Project not provided elsewhere.) «N/A » § 1.1.9 The Owner identifies the following representative in accordance with Section 5.5: (List name, address, and other contact information.) 136 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 4 227227v1 « » « » « » « » « » « » § 1.1.10 The persons or entities, in addition to the Owner’s representative, who are required to review the Construction Manager’s submittals to the Owner are as follows: (List name, address, and other contact information.) « » § 1.1.11 The Owner shall retain the following consultants and Contractors: (List name, legal status, address, and other contact information.) .1 Land Surveyor: «BKV Group »« » «222 North Second Street » «Suite 101 » «Minneapolis, MN 55401 » « » .2 Geotechnical Engineer: «TBD »« » « » « » « » « » .3 Civil Engineer: «TBD »« » « » « » « » « » .4 Contractors, as defined in Section 1.4: «N/A » .5 Separate Contractors, as defined in Section 1.4: «N/A » .6 Other, if any: (List any other consultants retained by the Owner.) «Hoisington Koegler Group, Inc. 800 North Washington Avenue Minneapolis, MN 55401 » § 1.1.12 The Construction Manager identifies the following representative in accordance with Section 2.5: (List name, address, and other contact information.) 137 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 5 227227v1 «Dustin Phillips- Senior Project Manager » «Kraus-Anderson Construction Company » «501 South Eighth Street » «Minneapolis, MN 55404 » «Cell: 612-419-9563 » «Email: dustin.phillips@krausanderson.com » § 1.1.13 The Construction Manager’s staffing plan as required under Section 3.3.3 shall include: (List any specific requirements and personnel to be included in the staffing plan, if known.) «N/A » § 1.1.14 The Construction Manager’s consultants retained under Basic Services, if any: (List name, legal status, address, and other contact information of any consultants.) «N/A » § 1.1.15 The Construction Manager’s consultants retained under Supplemental Services: «N/A » § 1.1.16 Other Initial Information on which this Agreement is based: «N/A » § 1.2 The Owner and Construction Manager may rely on the Initial Information. Both parties, however, recognize that the Initial Information may materially change and, in that event, the Owner and the Construction Manager shall, by appropriate written agreement, appropriately adjust the Construction Manager’s services, schedule for the Construction Manager’s services, and the Construction Manager’s compensation. The Owner shall adjust the Owner’s budget for the Cost of the Work and the Owner’s anticipated design and construction milestones, as necessary, to accommodate material changes in the Initial Information. § 1.3 The Construction Manager shall assist the Owner and Architect in establishing protocols governing the transmission and use of Instruments of Service or any other information or documentation in digital form. The parties may use AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, to establish the protocols for the development, use, transmission, and exchange of digital data. § 1.3.1 Any use of, or reliance on, all or a portion of a building information model without agreement to protocols governing the use of, and reliance on, the information contained in the model, shall be at the using or relying party’s sole risk and without liability to the other party and its contractors or consultants, the authors of, or contributors to, the building information model, and each of their agents and employees. § 1.4 The term “Contractors” refers to persons or entities who perform Work under contracts with the Owner that are administered by the Construction Manager and Architect. The term “Contractors” is used to refer to such persons or entities, whether singular or plural. The term does not include the Owner’s own forces, or Separate Contractors, which are persons or entities who perform construction under separate contracts with the Owner not administered by the Construction Manager and Architect. ARTICLE 2 CONSTRUCTION MANAGER’S RESPONSIBILITIES § 2.1 The Construction Manager shall provide the services as set forth in this Agreement. § 2.2 The Construction Manager shall perform its services consistent with the skill and care ordinarily provided by construction managers practicing in the same or similar locality under the same or similar circumstances. The Construction Manager shall perform its services as expeditiously as is consistent with such skill and care and the orderly progress of the Project. § 2.3 The Construction Manager shall provide its services in conjunction with the services of an Architect as described in AIA Document B132™–2019, Standard Form of Agreement Between Owner and Architect, 138 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 6 227227v1 Construction Manager as Adviser Edition. The Construction Manager shall not be responsible for actions taken by the Architect. § 2.4 The Construction Manager shall coordinate its services with those services provided by the Owner, the Architect, the Contractors, and the Owner’s other consultants and Separate Contractors. The Construction Manager shall be entitled to rely on, and shall not be responsible for, the accuracy and completeness of services and information furnished by the Owner, the Architect, and the Owner’s other consultants and Separate Contractors. The Construction Manager shall provide prompt written notice to the Owner if the Construction Manager becomes aware of any error, omission, or inconsistency in such services or information. § 2.5 The Construction Manager shall identify a representative authorized to act on behalf of the Construction Manager with respect to the Project. § 2.6 The Construction Manager, as soon as practicable after execution of the Agreement, shall notify the Owner in writing of the names and qualifications of its proposed key staff members. Within 14 days of receipt of the names and qualifications of the Construction Manager’s proposed key staff members, the Owner may reply to the Construction Manager in writing, stating (1) whether the Owner has reasonable objection to a proposed key staff member or (2) that the Owner requires additional time to review. Failure of the Owner to reply within the 14-day period shall constitute notice of no reasonable objection. The Construction Manager shall not staff any employees on the Project to whom the Owner has made reasonable and timely objection. The Construction Manager shall not change its key staff members without the Owner’s consent, which shall not be unreasonably withheld or delayed. § 2.7 Except with the Owner’s knowledge and consent, the Construction Manager shall not engage in any activity, or accept any employment, interest or contribution that would reasonably appear to compromise the Construction Manager’s judgment with respect to this Project. § 2.8 The Construction Manager shall maintain the following insurance until termination of this Agreement. If any of the requirements set forth below are in addition to the types and limits the Construction Manager normally maintains, the Owner shall pay the Construction Manager as set forth in section 11.7. § 2.8.1 Commercial General Liability with policy limits of not less than « Two Million Dollars » ($ « 2,000,000 » ) for each occurrence and « Two Million Dollars » ($ « 2,000,000 » ) in the aggregate for bodily injury and property damage. § 2.8.2 Automobile Liability covering vehicles owned, and non-owned vehicles used, by the Construction Manager with policy limits of not less than « Two Million Dollars » ($ « 2,000,000 » ) per accident for bodily injury, death of any person, and property damage arising out of the ownership, maintenance and use of those motor vehicles, along with any other statutorily required automobile coverage. § 2.8.3 The Construction Manager may achieve the required limits and coverage for Commercial General Liability and Automobile Liability through a combination of primary and excess or umbrella liability insurance, provided such primary and excess or umbrella liability insurance policies result in the same or greater coverage as the coverages required under Sections 2.8.1 and 2.8.2, and in no event shall any excess or umbrella liability insurance provide narrower coverage than the primary policy. The excess policy shall not require the exhaustion of the underlying limits only through the actual payment by the underlying insurers. § 2.8.4 Workers’ Compensation at statutory limits and Employers Liability with policy limits not less than « Five Hundred Thousand Dollars » ($ « 500,000 » ) each accident, « Five Hundred Thousand Dollars » ($ « 500,000 » ) each employee, and « Five Hundred Thousand Dollars » ($ « 500,000 » ) policy limit. § 2.8.5 Professional Liability covering negligent acts, errors and omissions in the performance of professional services with policy limits of not less than « Five Million Dollars » ($ « 5,000,000 » ) per claim and « Five Million Dollars » ($ « 5,000,000 » ) in the aggregate. § 2.8.6 Reserved. § 2.8.7 The Construction Manager shall provide certificates of insurance to the Owner that evidence compliance with the requirements in this Section 2.8. 139 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 7 227227v1 § 2.9 The Construction Manager shall assist the Owner, Architect, and other Project participants in establishing building information modeling and digital data protocols for the Project, which may be documented using AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, to establish the protocols for the development, use, transmission, and exchange of digital data. § 2.10 If a centralized electronic document management system will be used on the Project, the Construction Manager shall be responsible for managing and maintaining the centralized electronic document management system. § 2.11 The Construction Manager shall retain all Project related documents and information it receives, and the Owner and Architect shall have access to the documents and information. The Construction Manager shall transmit the documents and information to the Owner at final completion. ARTICLE 3 SCOPE OF CONSTRUCTION MANAGER’S BASIC SERVICES § 3.1 Definition The Construction Manager’s Basic Services consist of those described in this Article 3, and include usual and customary Preconstruction and Construction Phase Services. Services not set forth in this Article 3 are Supplemental or Additional Services. The Owner, Construction Manager, and Contractors may agree, in consultation with the Architect, for the Construction Phase to commence prior to completion of the Preconstruction Phase, in which case, both phases will proceed concurrently. § 3.2 Preconstruction Phase § 3.2.1 The Construction Manager shall review the program furnished by the Owner and any evaluation of the Owner’s program provided by the Architect, to ascertain the requirements of the Project and shall arrive at a mutual understanding of such requirements with the Owner and Architect. § 3.2.2 The Construction Manager shall provide a preliminary evaluation of the Owner’s program, schedule and construction budget requirements, each in terms of the other. § 3.2.3 The Construction Manager shall prepare, and deliver to the Owner, for the Owner’s approval, a written Construction Management Plan that includes, at a minimum, the following: (1) preliminary evaluations required in Section 3.2.2, (2) a Project schedule, (3) cost estimates, (4) recommendations for Project delivery method, and (5) Contractors’ scopes of Work. The Construction Manager shall periodically update the Construction Management Plan, for the Owner’s approval, over the course of the Project. § 3.2.4 The Construction Manager shall prepare and periodically update the Project schedule included in the Construction Management Plan for the Architect’s review and the Owner’s acceptance. The Construction Manager shall obtain the Architect’s approval for the portion of the Project schedule relating to the performance of the Architect’s services. The Project schedule shall coordinate and integrate the Construction Manager’s services, the Architect’s services, other Owner consultants’ services, and the Owner’s responsibilities and highlight items that affect the Project’s timely completion. § 3.2.5 The Construction Manager shall update the Project schedule to include the components of the Work, including phasing of construction, times of commencement and completion required of each Contractor, ordering and delivery of products, including those that must be ordered in advance of construction, obtaining the required reviews and approvals of authorities having jurisdiction over the Project, and the occupancy requirements of the Owner. § 3.2.6 Based on the preliminary design and information prepared or provided by the Architect and other Owner consultants, the Construction Manager shall prepare, for the Architect’s review and Owner’s approval, preliminary estimates of the Cost of the Work or the cost of program requirements using area, volume or similar conceptual estimating techniques, including the establishment of sufficient contingency to reasonably anticipate the development of the Project’s design documents. § 3.2.7 The Construction Manager shall review design documents during their development and advise the Owner and Architect on proposed site use and improvements, selection of materials, building systems, and equipment. The Construction Manager shall also provide recommendations to the Owner and Architect, consistent with the Project 140 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 8 227227v1 requirements, on constructability; availability of materials and labor; sequencing for phased construction; time requirements for procurement, installation and construction; and factors related to construction cost including, but not limited to, costs of alternative designs or materials, preliminary budgets, life-cycle data, and possible cost reductions. § 3.2.8 The Construction Manager shall review recommendations for systems, materials, or equipment for the impact upon cost, schedule, sequencing, constructability, and coordination among the Contractors. The Construction Manager shall discuss its findings with the Owner and the Architect, and assist the Owner and Architect with resolution, as necessary, of any such impacts. § 3.2.9 As the Architect progresses with the preparation of the Schematic Design, Design Development and Construction Documents, the Construction Manager shall prepare and update, at appropriate intervals agreed to by the Owner, Construction Manager and Architect, an estimate of the Cost of the Work with increasing detail and refinement. The Construction Manager shall include in the estimate those costs to allow for further development of the design, bidding or negotiating, price escalation, and market conditions. The estimate shall be provided for the Architect’s review and the Owner’s approval. The Construction Manager shall inform the Owner and Architect in the event that the estimate of Cost of the Work exceeds the latest approved Project budget, and make recommendations for corrective action. § 3.2.10 As the Architect progresses with the preparation of the Schematic Design, Design Development and Construction Documents, the Construction Manager shall consult with the Owner and Architect and make recommendations whenever the Construction Manager determines that the design, or details, adversely affect cost, scope, schedule, constructability, or quality of the Project. § 3.2.11 The Construction Manager shall provide recommendations and information to the Owner and Architect regarding the assignment of responsibilities for temporary Project facilities and equipment, materials and services for common use of the Contractors. The Construction Manager shall verify that such requirements and assignment of responsibilities are included in the proposed Contract Documents. § 3.2.12 The Construction Manager shall provide recommendations and information to the Owner regarding the allocation of responsibilities for safety programs among the Contractors. § 3.2.13 The Construction Manager shall provide recommendations to the Owner on the division of the Project into individual contracts for the construction of various categories of Work, including the method to be used for selecting Contractors and awarding Contracts for Construction. The Construction Manager shall review the Drawings and Specifications and make recommendations as required to provide that (1) the Work of the Contractors is coordinated, (2) all requirements for the Project are assigned to the appropriate Contract, (3) the likelihood of jurisdictional disputes is minimized, and (4) proper coordination is provided for phased construction. § 3.2.14 The Construction Manager shall make recommendations about, and coordinate the ordering and delivery of, materials in support of the schedule, including those that must be ordered in advance of construction. § 3.2.15 The Construction Manager shall assist the Owner in selecting, retaining, and coordinating the professional services of surveyors, geotechnical engineers, special consultants, and construction materials testing required for the Project. § 3.2.16 The Construction Manager shall provide an analysis of the types and quantities of labor required for the Project and review the availability of appropriate categories of labor required for critical phases. The Construction Manager shall make recommendations for actions designed to minimize adverse effects of labor shortages. § 3.2.17 The Construction Manager shall assist the Owner in obtaining information regarding applicable requirements for equal employment opportunity programs, and other programs as may be required by governmental and quasi- governmental authorities for inclusion in the Contract Documents. § 3.2.18 Following the Owner’s approval of the Drawings and Specifications, the Construction Manager shall update and submit the latest estimate of the Cost of the Work and the Project schedule for the Architect’s review and the Owner’s approval. 141 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 9 227227v1 § 3.2.19 The Construction Manager, in consultation with the Owner, shall develop bidders’ interest in the Project and establish bidding schedules. The Construction Manager shall assist the Owner and the Architect with the development of the Bidding Documents, which consist of bidding requirements and proposed Contract Documents. The Construction Manager, with the assistance of the Architect, shall issue Bidding Documents to bidders and conduct pre-bid conferences with prospective bidders. The Construction Manager shall issue the current Project schedule with each set of Bidding Documents. The Construction Manager shall assist the Architect with regard to questions from bidders and with the issuance of addenda. § 3.2.20 The Construction Manager shall submit a list of prospective bidders for the Architect’s review and the Owner’s approval. § 3.2.21 The Construction Manager, with the assistance of the Architect, shall review bids, and prepare bid analyses, and make recommendations to the Owner for the Owner’s award of Contracts for Construction or rejection of bids. § 3.2.22 The Construction Manager, with the assistance of the Architect, shall assist the Owner in preparing Contracts for Construction. The Construction Manager shall advise the Owner on the acceptability of Subcontractors and material suppliers proposed by Contractors. The Owner will review and approve contracts consistent with the Owner’s approval process. § 3.2.23 The Construction Manager shall assist the Owner in obtaining building permits and special permits for permanent improvements, except for permits required to be obtained directly by the Contractors. The Construction Manager shall verify that the Owner has paid applicable fees and assessments. The Construction Manager shall assist the Owner and Architect in connection with the Owner’s responsibility for filing documents required for the approvals of governmental authorities having jurisdiction over the Project. § 3.2.24 If the Owner identified a Sustainable Objective in Article 1, the Construction Manager shall fulfill its Preconstruction Phase responsibilities per the agreed-upon terms, conditions and services related to the Owner’s Sustainable Objective. § 3.3 Construction Phase § 3.3.1 The Construction Manager shall provide on-site administration of the Contracts for Construction in cooperation with the Architect as set forth below and in AIA Document A232™–2019, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. If the Owner and Contractor modify AIA Document A232–2019, those modifications shall not affect the Construction Manager’s services under this Agreement unless the Owner and the Construction Manager amend this Agreement. § 3.3.2 Subject to Section 4.2 and except as provided in Section 3.3.30, the Construction Manager’s responsibility to provide Construction Phase Services commences with the award of the initial Contract for Construction and terminates on the date the Architect issues the final Certificate for Payment. § 3.3.3 The Construction Manager shall provide a staffing plan to include one or more representatives who shall be in attendance at the Project site whenever the Work is being performed. § 3.3.4 The Construction Manager shall provide administrative, management and related services to coordinate scheduled activities and responsibilities of the Contractors with each other and with those of the Construction Manager, the Owner and the Architect. The Construction Manager shall coordinate the activities of the Contractors in accordance with the latest approved Project schedule and the Contract Documents. § 3.3.5 The Construction Manager shall review and analyze the construction schedules provided by the Contractors to update the Project schedule, incorporating the activities of the Owner, Architect, and Contractors on the Project, including activity sequences and durations, allocation of labor and materials, processing of Shop Drawings, Product Data and Samples, and delivery and procurement of products, including those that must be ordered in advance of construction. The Project schedule shall include the Owner’s occupancy requirements showing portions of the Project having occupancy priority. The Construction Manager shall update and reissue the Project schedule as required to show current conditions. If an update indicates that the previously approved Project schedule may not be met, the Construction Manager shall recommend corrective action to the Owner and Architect. 142 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 10 227227v1 § 3.3.6 The Construction Manager shall schedule and conduct meetings to discuss matters such as procedures, progress, coordination, and scheduling of the Work, and to develop solutions to issues identified. The Construction Manager shall prepare and promptly distribute minutes to the Owner, Architect and Contractors. § 3.3.7 In accordance with the Contract Documents and the latest approved Project schedule, and utilizing information from the Contractors, the Construction Manager shall review, analyze, schedule and coordinate the overall sequence of construction and assignment of space in areas where the Contractors are performing Work. § 3.3.8 The Construction Manager shall coordinate all tests and inspections required by the Contract Documents or governmental authorities, observe the on-site testing and inspections, and arrange for the delivery of test and inspection reports to the Owner and Architect. § 3.3.9 The Construction Manager shall endeavor to obtain satisfactory performance from each of the Contractors. The Construction Manager shall recommend courses of action to the Owner when requirements of a Contract are not being fulfilled. § 3.3.10 The Construction Manager shall monitor and evaluate actual costs for activities in progress and estimates for uncompleted tasks and advise the Owner and Architect as to variances between actual costs and budgeted or estimated costs. If a Contractor is required to submit a Control Estimate, the Construction Manager shall meet with the Owner and Contractor to review the Control Estimate. The Construction Manager shall promptly notify the Contractor if there are any inconsistencies or inaccuracies in the information presented. The Construction Manager shall also report the Contractor’s cost control information to the Owner. § 3.3.11 The Construction Manager shall develop cash flow reports and forecasts for the Project and include them in the Construction Manager’s progress reports. § 3.3.12 The Construction Manager shall maintain accounting records on authorized Work performed under unit costs, additional Work performed on the basis of actual costs of labor and materials, and other Work requiring accounting records. § 3.3.12.1 The Construction Manager shall develop and implement procedures for the review and processing of Applications for Payment by Contractors for progress and final payments. § 3.3.12.2 Not more frequently than monthly, the Construction Manager shall review and certify the amounts due the respective Contractors as follows: .1 Where there is only one Contractor responsible for performing the Work, the Construction Manager shall, within seven days after the Construction Manager receives the Contractor’s Application for Payment, review the Application, certify the amount the Construction Manager determines is due the Contractor, and forward the Contractor’s Application and Certificate for Payment to the Architect. .2 Where there is more than one Contractor responsible for performing different portions of the Project, the Construction Manager shall, within seven days after the Construction Manager receives each Contractor’s Application for Payment: (1) review the Applications and certify the amount the Construction Manager determines is due each Contractor; (2) prepare a Summary of Contractors’ Applications for Payment by summarizing information from each Contractor’s Application for Payment; (3) prepare a Project Application and Certificate for Payment; (4) certify the total amount the Construction Manager determines is due all Contractors collectively; and (5) forward the Summary of Contractors’ Applications for Payment and Project Application and Certificate for Payment to the Architect. § 3.3.12.3 The Construction Manager’s certification for payment shall constitute a representation to the Owner, based on the Construction Manager’s evaluations of the Work and on the data comprising the Contractors’ Applications for Payment, that, to the best of the Construction Manager’s knowledge, information and belief, the Work has progressed to the point indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractors are entitled to payment in the amount certified. The foregoing representations are subject to (1) an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion; (2) results of subsequent tests and inspections; (3) correction of minor deviations from the Contract Documents prior to completion; and (4) specific qualifications expressed by the Construction Manager. The issuance of a Certificate for 143 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 11 227227v1 Payment shall further constitute a recommendation to the Architect and Owner that the Contractor be paid the amount certified. § 3.3.12.4 The certification of an Application for Payment or a Project Application for Payment by the Construction Manager shall not be a representation that the Construction Manager has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work; (2) reviewed construction means, methods, techniques, procedures, or sequences for a Contractor’s own Work; (3) reviewed copies of requisitions received from Subcontractors and suppliers and other data requested by the Owner to substantiate each Contractor’s right to payment; or (4) ascertained how or for what purpose that Contractor has used money previously paid on account of the Contract Sum. § 3.3.13 The Construction Manager shall obtain and review the safety programs developed by each Contractor solely and exclusively for purposes of coordinating the safety programs with those of the other Contractors and for making recommendations for any additional safety measures to be considered in the Work of the Contractors. The Construction Manager’s responsibilities for coordination of safety programs shall not extend to direct control over or charge of the acts or omissions of the Contractors, Subcontractors, agents or employees of the Contractors or Subcontractors, or any other persons performing portions of the Work and not directly employed by the Construction Manager. § 3.3.14 The Construction Manager shall determine in general that the Work of each Contractor is being performed in accordance with the requirements of the Contract Documents and notify the Owner, Contractor and Architect of defects and deficiencies in the Work. The Construction Manager shall have the authority to reject Work that does not conform to the Contract Documents and shall notify the Architect about the rejection. The failure of the Construction Manager to reject Work shall not constitute acceptance of the Work. The Construction Manager shall record any rejection of Work in its daily log and include information regarding the rejected Work in its progress reports to the Architect and Owner pursuant to Section 3.3.22.1. Upon written authorization from the Owner, the Construction Manager may require and make arrangements for additional inspection or testing of the Work in accordance with the provisions of the Contract Documents, whether or not the Work is fabricated, installed or completed, and the Construction Manager shall give timely notice to the Architect of when and where the tests and inspections are to be made so that the Architect may be present for such procedures. § 3.3.15 The Construction Manager shall advise and consult with the Owner and Architect during the performance of its Construction Phase Services. The Construction Manager shall have authority to act on behalf of the Owner only to the extent provided in this Agreement. The Construction Manager shall not have control over, charge of, or responsibility for the construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work of each of the Contractors, since these are solely the Contractor’s rights and responsibilities under the Contract Documents. The Construction Manager shall not be responsible for a Contractor’s failure to perform the Work in accordance with the requirements of the Contract Documents. The Construction Manager shall be responsible to the Owner for the Construction Manager’s negligent acts or omissions, but shall not have control over or charge of, and shall not be responsible for, acts or omissions of the Contractors, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. § 3.3.16 The Construction Manager shall transmit to the Architect requests for interpretations, and requests for information of the meaning and intent of the Drawings and Specifications. The Construction Manager shall assist in the resolution of questions that may arise. § 3.3.17 The Construction Manager shall review requests for changes, assist in negotiating Contractors’ proposals, submit recommendations to the Architect and Owner, and, if the proposed changes are accepted or required by the Owner, prepare Change Orders or Construction Change Directives that incorporate the Architect’s modifications to the Contract Documents. § 3.3.18 The Construction Manager shall assist the Initial Decision Maker in the review, evaluation and documentation of Claims, subject to Section 4.2.2.7. § 3.3.19 Utilizing the submittal schedules provided by each Contractor, the Construction Manager shall prepare, and revise as necessary, a Project submittal schedule incorporating information from the Owner, Owner’s consultants, Owner’s Separate Contractors and vendors, governmental agencies, and participants in the Project under the 144 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 12 227227v1 management of the Construction Manager. The Project submittal schedule and any revisions shall be submitted to the Architect for approval. § 3.3.20 The Construction Manager shall promptly review all Shop Drawings, Product Data, Samples, and other submittals from the Contractors for compliance with the submittal requirements of the Contract, coordinate submittals with information contained in related documents, and transmit to the Architect those that the Construction Manager recommends for approval.The Construction Manager’s actions shall be taken in accordance with the Project submittal schedule approved by the Architect, or in the absence of an approved Project submittal schedule, with such reasonable promptness as to cause no delay in the Work or in the activities of the Contractors, the Owner, or the Architect. § 3.3.20.1 If professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of the Contractors by the Contract Documents, the Construction Manager shall review those submittals for sequencing, constructability, and coordination impacts on the other Contractors. The Construction Manager shall discuss its findings with the Owner and the Architect, and assist the Owner and the Architect with resolution, as necessary, of any such impacts. § 3.3.21 The Construction Manager shall keep a daily log containing a record of weather, each Contractor’s Work on the site, number of workers, identification of equipment, Work accomplished, problems encountered, and other similar relevant data as the Owner may require. § 3.3.21.1 The Construction Manager shall collect, review for accuracy, and compile the Contractors’ daily logs; and include them in the Construction Manager’s reports prepared and submitted in accordance with section 3.3.21.2. § 3.3.21.2 The Construction Manager shall record the progress of the Project. On a monthly basis, or otherwise as agreed to by the Owner, the Construction Manager shall submit written progress reports to the Owner and Architect, showing percentages of completion and other information identified below: .1 Work completed for the period; .2 Project schedule status; .3 Submittal schedule and status report, including a summary of remaining and outstanding submittals; .4 Request for information, Change Order, and Construction Change Directive status reports; .5 Tests and inspection reports; .6 Status report of nonconforming and rejected Work; .7 Daily logs; .8 Summary of all Contractors’ Applications for Payment; .9 Cumulative total of the Cost of the Work to date including the Construction Manager’s compensation and reimbursable expenses at the job site, if any; .10 Cash-flow and forecast reports; .11 Photographs to document the progress of the Project; .12 Status reports on permits and approvals of authorities having jurisdiction; and .13 Any other items the Owner may require: « » § 3.3.21.3 In addition, for Projects constructed on the basis of the Cost of the Work, the Construction Manager shall include the following additional information in its progress reports: .1 Contractors’ work force reports; .2 Equipment utilization report; .3 Cost summary, comparing actual costs to updated cost estimates; and .4 Any other items as the Owner may require: « » § 3.3.22 Utilizing the documents provided by the Contractors, the Construction Manager shall make available, at the Project site, the Contract Documents, including Change Orders, Construction Change Directives, and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and the approved Shop Drawings, Product Data, Samples, and similar required submittals. These shall 145 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 13 227227v1 be in electronic form or paper copy, available to the Owner, Architect, and Contractors. Upon completion of the Project, the Construction Manager shall deliver them to the Owner. § 3.3.23 The Construction Manager shall arrange for the delivery, storage, protection and security of Owner- purchased materials, systems and equipment that are a part of the Project until such items are incorporated into the Work. § 3.3.24 With the Owner’s maintenance personnel, the Construction Manager shall observe the Contractors’ final testing and start-up of utilities, operational systems and equipment and observe any commissioning as the Contract Documents may require. § 3.3.25 When the Construction Manager considers each Contractor’s Work or a designated portion thereof substantially complete, the Construction Manager shall, jointly with that Contractor, prepare for the Architect a list of incomplete or unsatisfactory items and a schedule for their completion. The Construction Manager shall assist the Architect in conducting inspections to determine whether the Work or designated portion thereof is substantially complete. § 3.3.26 When the Work of all of the Contractors, or designated portion thereof, is substantially complete, the Construction Manager shall prepare, and the Construction Manager and Architect shall execute, a Certificate of Substantial Completion. The Construction Manager shall submit the executed Certificate to the Owner and Contractors. The Construction Manager shall coordinate the correction and completion of the Work. Following issuance of a Certificate of Substantial Completion of the Work or a designated portion thereof, the Construction Manager shall perform an inspection to confirm the completion of the Work of the Contractors and make recommendations to the Architect when the Work of all of the Contractors is ready for final inspection. The Construction Manager shall assist the Architect in conducting the final inspection. § 3.3.27 The Construction Manager shall forward to the Owner, with a copy to the Architect, the following information received from the Contractors: (1) certificates of insurance ; (2) consent of surety or sureties, if any, to reduction in or partial release of retainage or the making of final payment; (3) affidavits, receipts, releases and waivers of liens or bonds indemnifying the Owner against liens; and (4) any other documentation required of the Contractors under the Contract Documents, including warranties and similar submittals. § 3.3.28 The Construction Manager shall coordinate receipt, and delivery to the Owner, of other items provided by the Contractors, such as keys, manuals, and record drawings. The Construction Manager shall forward to the Architect a final Project Application for Payment and Project Certificate for Payment, or a final Application for Payment and final Certificate for Payment, upon the Contractors’ compliance with the requirements of the Contract Documents. § 3.3.29 Duties, responsibilities and limitations of authority of the Construction Manager as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner and Construction Manager. Consent shall not be unreasonably withheld. § 3.3.30 Upon request of the Owner, and prior to the expiration of one year from the date of Substantial Completion, the Construction Manager shall, without additional compensation, conduct a meeting with the Owner and Architect to review the facility operations and performance. ARTICLE 4 SUPPLEMENTAL AND ADDITIONAL SERVICES § 4.1 Supplemental Services § 4.1.1 The services listed below are not included in Basic Services but may be required for the Project. The Construction Manager shall provide the listed Supplemental Services only if specifically designated in the table below as the Construction Manager’s responsibility, and the Owner shall compensate the Construction Manager as provided in Section 11.2. Unless otherwise specifically addressed in this Agreement, if neither the Owner nor the Construction Manager is designated, the parties agree that the listed Supplemental Service is not being provided for the Project. (Designate the Construction Manager’s Supplemental Services and the Owner’s Supplemental Services required for the Project by indicating whether the Construction Manager or Owner shall be responsible for providing the identified Supplemental Service. Insert a description of the Supplemental Services in Section 4.1.2 below or attach the description of services as an exhibit to this Agreement.) 146 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 14 227227v1 Supplemental Services Responsibility (Construction Manager, Owner or not provided) §4.1.1.1 Measured drawings Owner §4.1.1.2 Tenant-related services Owner, if required §4.1.1.3 Commissioning Owner, if required §4.1.1.4 Development of a commissioning plan Owner, if required §4.1.1.5 Sustainable Project Services pursuant to Section 4.1.3 N/A §4.1.1.6 Furniture, furnishings and equipment delivery, and installation coordination Owner §4.1.1.7 Furniture, furnishings and equipment procurement assistance N/A §4.1.1.8 Assistance with site selection N/A §4.1.1.9 Assistance with selection of the Architect Owner §4.1.1.10 Furnish land survey Owner, if required §4.1.1.11 Furnish geotechnical engineering services Owner §4.1.1.12 Provide insurance advice Owner, if required §4.1.1.13 Provide supplemental Project risk analysis and mitigation strategies Owner, if required §4.1.1.14 Stakeholder relationships management N/A §4.1.1.15 Owner moving coordination N/A §4.1.1.16 Coordination of Owner’s Separate Contractors Owner, if required §4.1.1.17 Other Supplemental Services N/A § 4.1.2 Description of Supplemental Services § 4.1.2.1 A description of each Supplemental Service identified in Section 4.1.1 as the Construction Manager’s responsibility is provided below. (Describe in detail the Construction Manager’s Supplemental Services identified in Section 4.1.1 or, if set forth in an exhibit, identify the exhibit.) « » § 4.1.2.2 A description of each Supplemental Service identified in Section 4.1.1 as the Owner’s responsibility is provided below. (Describe in detail the Owner’s Supplemental Services identified in Section 4.1.1 or, if set forth in an exhibit, identify the exhibit.) « » § 4.1.3 If the Owner identified a Sustainable Objective in Article 1, the Construction Manager shall provide, as a Supplemental Service, the Sustainability Services per the agreed-upon terms, conditions and services related to the Owner’s Sustainable Objective. The Owner shall compensate the Construction Manager as provided in Section 11.2. § 4.2 Construction Manager’s Additional Services § 4.2.1 The Construction Manager may provide Additional Services after execution of this Agreement, without invalidating this Agreement. Except to the extent services are required due to the fault of the Construction Manager, any Additional Services provided in accordance with this Section 4.2 shall entitle the Construction Manager to compensation pursuant to Section 11.3. § 4.2.2 Upon recognizing the need to perform the following Additional Services, the Construction Manager shall notify the Owner with reasonable promptness and explain the facts and circumstances giving rise to the need. The Construction Manager shall not proceed to provide the following Additional Services until the Construction Manager receives the Owner’s written authorization: .1 Services necessitated by a change in the Initial Information, previous instructions or approvals given by the Owner, or a material change in the Project including size, quality, complexity, the Owner’s 147 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 15 227227v1 schedule or budget for Cost of the Work, or procurement or delivery method, or bid packages in addition to those listed in Section 1.1.6. Services necessitated by sections 6.4 and 6.6 shall not be considered additional services; .2 Services necessitated by the enactment or revision of codes, laws, regulations or official interpretations after the date of this Agreement; .3 Services necessitated by decisions of the Owner not rendered in a timely manner or any other failure of performance on the part of the Owner or the Owner’s other consultants or contractors; .4 Preparation of documentation for alternate bid or proposal requests proposed by the Owner; .5 Preparation for, and attendance at, a public presentation, meeting or hearing; .6 Preparation for, and attendance at, a dispute resolution proceeding or legal proceeding, except where the Construction Manager is party thereto; .7 Consultation concerning replacement of Work resulting from fire or other cause during construction and furnishing services required in connection with the replacement of such Work; or .8 Assistance to the Initial Decision Maker. § 4.2.3 To avoid delay in the Construction Phase, the Construction Manager shall provide the following Additional Services, notify the Owner with reasonable promptness, and explain the facts and circumstances giving rise to the need. If, upon receipt of the Construction Manager’s notice, the Owner determines that all or parts of the services are not required, the Owner shall give prompt written notice to the Construction Manager of the Owner’s determination. The Owner shall compensate the Construction Manager for the services provided prior to the Construction Manager’s receipt of the Owner’s notice: .1 Providing assistance to the Initial Decision Maker in evaluating an extensive number of Claims submitted by a Contractor or others in connection with the Work. .2 Services required in an emergency to coordinate the activities of a Contractor or Contractors in the event of risk of personal injury or serious property damage, consistent with Section 3.3.15. § 4.2.4 Except for services required under Section 3.3.30, Construction Phase Services provided more than 60 days after (1) the date of Substantial Completion of the Work, or (2) the anticipated date of Substantial Completion identified in the Initial Information, whichever is earlier, shall be compensated as Additional Services to the extent the Construction Manager incurs additional cost in providing those Construction Phase Services. § 4.2.5 If the services covered by this Agreement have not been completed within ten (10) months of the date of this Agreement, through no fault of the Construction Manager, extension of the Construction Manager’s services beyond that time shall be compensated as Additional Services. ARTICLE 5 OWNER’S RESPONSIBILITIES § 5.1 Unless otherwise provided for under this Agreement, the Owner shall provide information in a timely manner regarding requirements for and limitations on the Project, including a written program, which shall set forth the Owner’s objectives; schedule; constraints and criteria; special equipment; systems; and site requirements. § 5.2 The Owner shall establish the Owner’s budget for the Project, including (1) the budget for the Cost of the Work as defined in Section 6.1; (2) the Owner’s other costs; and (3) reasonable contingencies related to all of these costs. The Owner shall update the Owner’s budget for the Project as necessary throughout the duration of the Project until final completion. If the Owner significantly increases or decreases the Owner’s budget for the Cost of the Work, the Owner shall notify the Construction Manager and Architect. The Owner and the Architect, in consultation with the Construction Manager, shall thereafter agree to a corresponding change in the Project’s scope and quality. § 5.3 The Owner acknowledges that accelerated, phased, or fast-track design and construction provides a benefit, but also carries with it the risk of additional costs. If the Owner selects accelerated, phased or fast-track scheduling, the Owner agrees to include in the budget for the Project sufficient contingencies to cover such costs. § 5.4 The Owner shall retain an Architect to provide services, duties and responsibilities as described in AIA Document B132–2019, Standard Form of Agreement Between Owner and Architect, Construction Manager as Adviser Edition. The Owner shall provide the Construction Manager with a copy of the scope of services in the agreement executed between the Owner and Architect, and any further modifications to the Architect’s scope of services in the agreement. 148 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 16 227227v1 § 5.5 The Owner shall identify a representative authorized to act on the Owner’s behalf with respect to the Project. The Owner shall render decisions pertaining to documents the Construction Manager submits in a timely manner in order to avoid unreasonable delay in the orderly and sequential progress of the Construction Manager’s services. § 5.6 Unless otherwise required by this Agreement to be provided by the Construction Manager, the Owner shall furnish surveys to describe physical characteristics, legal limitations and utility locations for the site of the Project, and a written legal description of the site. The surveys and legal information shall include, as applicable, grades and lines of streets, alleys, pavements and adjoining property and structures; designated wetlands; adjacent drainage; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries, and contours of the site; locations, dimensions, and other necessary data with respect to existing buildings, other improvements and trees; and information concerning available utility services and lines, both public and private, above and below grade, including inverts and depths. All the information on the survey shall be referenced to a Project benchmark. § 5.7 Unless otherwise required by this Agreement to be provided by the Construction Manager, the Owner shall furnish services of geotechnical engineers, which may include test borings, test pits, determinations of soil bearing values, percolation tests, evaluations of hazardous materials, seismic evaluation, ground corrosion tests and resistivity tests, including necessary operations for anticipating subsoil conditions, with written reports and appropriate recommendations. § 5.8 The Owner shall provide the Supplemental Services designated as the Owner’s responsibility in Section 4.1.1. § 5.9 If the Owner identified a Sustainable Objective in Article 1, the Owner shall fulfill its responsibilities as required in AIA Document E235™–2019, Sustainable Projects Exhibit, Construction Manager as Adviser Edition, attached to this Agreement. § 5.10 The Owner shall coordinate the services of its own consultants with those services provided by the Construction Manager. Upon the Construction Manager’s request, the Owner shall furnish copies of the scope of services in the contracts between the Owner and the Owner’s consultants. The Owner shall furnish the services of consultants other than those designated as the responsibility of the Construction Manager in this Agreement, or authorize the Construction Manager to furnish them as an Additional Service, when the Construction Manager requests such services and demonstrates that they are reasonably required by the scope of the Project. The Owner shall require that its consultants and contractors maintain insurance, including professional liability insurance, as appropriate to the services or work provided. § 5.11 The Owner shall furnish tests, inspections and reports required by law or the Contract Documents, such as structural, mechanical, and chemical tests, tests for air and water pollution, and tests for hazardous materials. § 5.12 The Owner shall furnish all legal, insurance and accounting services, including auditing services, that may be reasonably necessary at any time for the Project to meet the Owner’s needs and interests. § 5.13 The Owner shall provide prompt written notice to the Construction Manager and Architect if the Owner becomes aware of any fault or defect in the Project, including errors, omissions or inconsistencies in the Architect’s Instruments of Service or any fault or defect in the Construction Manager’s services. § 5.14 The Owner reserves the right to perform construction and operations related to the Project with the Owner’s own forces, and to award contracts in connection with the Project which are not part of the Construction Manager’s responsibilities under this Agreement. The Construction Manager shall notify the Owner if any such independent action will interfere with the Construction Manager’s ability to perform the Construction Manager’s responsibilities under this Agreement. When performing construction or operations related to the Project, the Owner agrees to be subject to the same obligations and to have the same rights as the Contractors. § 5.15 The Owner shall communicate with the Contractors and the Construction Manager’s consultants through the Construction Manager about matters arising out of or relating to the Contract Documents. The Owner and Construction Manager shall include the Architect in all communications that relate to or affect the Architect’s services or professional responsibilities. The Owner shall promptly notify the Architect of the substance of any direct communications between the Owner and the Construction Manager otherwise relating to the Project. Communications by and with the Architect’s consultants shall be through the Architect. 149 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 17 227227v1 § 5.16 Before executing the Contracts for Construction, the Owner shall coordinate the Construction Manager’s duties and responsibilities set forth in the Contracts for Construction with the Construction Manager’s services set forth in this Agreement. The Owner shall provide the Construction Manager a copy of the executed agreements between the Owner and Contractors, including the General Conditions of the Contracts for Construction. § 5.17 The Owner shall provide the Construction Manager access to the Project site prior to commencement of the Work and shall obligate the Contractors to provide the Construction Manager access to the Work wherever it is in preparation or progress. § 5.18 Within 15 days after receipt of a written request from the Construction Manager, the Owner shall furnish the requested information as necessary and relevant for the Construction Manager to evaluate, give notice of, or enforce lien rights. § 5.19 The services, information and reports provided by the Owner pursuant to this Article 5 shall be provided at the Owner’s expense, and the Construction Manager shall be entitled to rely upon the accuracy and completeness thereof. ARTICLE 6 COST OF THE WORK § 6.1 For purposes of this Agreement, the Cost of the Work shall be the total cost to the Owner to construct all elements of the Project designed or specified by the Architect and shall include the Contractors’ general conditions costs, overhead and profit. The Cost of the Work also includes the reasonable value of labor, materials, and equipment, donated to, or otherwise furnished by, the Owner. The Cost of the Work includes the compensation of the Construction Manager and Construction Manager’s Consultants during the Construction Phase only, including compensation for reimbursable expenses at the job site, if any. The Cost of the Work does not include the compensation of the Architect; the costs of the land, rights-of-way, financing, or contingencies for changes in the Work; or other costs that are the responsibility of the Owner. § 6.2 The Owner’s budget for the Cost of the Work is provided in Initial Information, and shall be adjusted throughout the Project as required under Sections 5.2 and 6.4. Evaluations of the Owner’s budget for the Cost of the Work, and the estimates of the Cost of the Work prepared by the Construction Manager, represent the Construction Manager’s judgment as a person or entity familiar with the construction industry. It is recognized, however, that neither the Construction Manager nor the Owner has control over the cost of labor, materials; or equipment; the Contractors’ methods of determining bid prices; or competitive bidding, market, or negotiating conditions. Accordingly, the Construction Manager cannot and does not warrant or represent that bids or negotiated prices will not vary from the Owner’s budget for the Cost of the Work, or from any estimate of the Cost of the Work, or evaluation, prepared or agreed to by the Construction Manager. § 6.3 If the Architect is providing cost estimating services as a Supplemental Service, and a discrepancy exists between the Construction Manager’s cost estimates and the Architect’s cost estimates, the Construction Manager and the Architect shall work together to reconcile the cost estimates. § 6.4 If the Construction Manager’s estimate of the Cost of the Work exceeds the Owner’s budget for the Cost of the Work, the Construction Manager, in consultation with the Architect, shall make appropriate recommendations to the Owner to adjust the Project’s size, quality, or budget for the Cost of the Work, and the Owner shall cooperate with the Construction Manager and Architect in making such adjustments. § 6.5 If the Construction Manager’s estimate of the Cost of the Work exceeds the Owner’s budget for the Cost of the Work, the Owner shall .1 give written approval of an increase in the budget for the Cost of the Work; .2 terminate in accordance with Section 9.5; .3 in consultation with the Construction Manager and Architect, revise the Project program, scope, or quality as required to reduce the Cost of the Work; or .4 implement any other mutually acceptable alternative. § 6.6 If the Owner chooses to revise the Project program, scope, or quality to reduce the Cost of the Work pursuant to Section 6.5.3, or if the bids or proposals received from the prospective Contractors, in the aggregate, exceed the Owner’s budget for the Cost of the Work, and the Owner chooses to revise the Project program, scope, or quality to reduce the Cost of the Work , the Construction Manager shall cooperate with the Owner and Architect to develop 150 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 18 227227v1 the necessary revisions, update the cost estimate, and obtain additional bids. The Construction Manager will perform the services described in Sections 6.4 and 6.6 without additional compensation. ARTICLE 7 COPYRIGHTS AND LICENSES The Construction Manager and the Construction Manager’s consultants, if any, shall not own or claim a copyright in the Instruments of Service. The Construction Manager, the Construction Manager’s consultants, if any, and the Owner warrant that in transmitting Instruments of Service, or any other information, the transmitting party is the copyright owner of such information or has permission from the copyright owner to transmit such information for its use on the Project. ARTICLE 8 CLAIMS AND DISPUTES § 8.1 General § 8.1.1 The Owner and Construction Manager shall commence all claims and causes of action against the other and arising out of or related to this Agreement, whether in contract, tort, or otherwise, in accordance with the requirements of the binding dispute resolution method selected in this Agreement and within the period specified by applicable law, but in any case not more than 10 years after the date of Substantial Completion of the Work. The Owner and Construction Manager waive all claims and causes of action not commenced in accordance with this Section 8.1.1. § 8.1.2 To the extent damages are covered by property insurance, the Owner and Construction Manager waive all rights against each other and against the contractors, consultants, agents, and employees of the other for damages, except such rights as they may have to the proceeds of such insurance as set forth in AIA Document A232–2019, General Conditions of the Contract for Construction. The Owner or the Construction Manager, as appropriate, shall require of the contractors, consultants, agents, and employees of any of them, similar waivers in favor of the other parties enumerated herein. § 8.1.3 The Construction Manager shall indemnify and hold the Owner and the Owner’s officers and employees harmless from and against damages, losses and judgments arising from claims by third parties, including reasonable attorneys’ fees and expenses recoverable under applicable law, but only to the extent they are caused by the negligent acts or omissions of the Construction Manager, its employees and its consultants in the performance of professional services under this Agreement. The Construction Manager’s obligation to indemnify and hold the Owner and the Owner’s officers and employees harmless does not include a duty to defend. The Construction Manager’s duty to indemnify the Owner under this Section 8.1.3 shall be limited to the available proceeds of the insurance coverage required by this Agreement. § 8.1.4 The Construction Manager and Owner waive consequential damages for claims, disputes, or other matters in question, arising out of or relating to this Agreement. This mutual waiver is applicable, without limitation, to all consequential damages due to either party’s termination of this Agreement, except as specifically provided in Section 9.7. § 8.2 Mediation § 8.2.1 Any claim, dispute or other matter in question arising out of or related to this Agreement shall be subject to mediation as a condition precedent to binding dispute resolution. If such matter relates to or is the subject of a lien arising out of the Construction Manager’s services, the Construction Manager may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the matter by mediation or by binding dispute resolution. § 8.2.2 The Owner and Construction Manager shall endeavor to resolve claims, disputes and other matters in question between them by mediation, which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of this Agreement. A request for mediation shall be made in writing, delivered to the other party to this Agreement, and filed with the person or entity administering the mediation. The request may be made concurrently with the filing of a complaint or other appropriate demand for binding dispute resolution but, in such event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. If an arbitration proceeding is stayed pursuant to this section, the parties may nonetheless proceed to the selection of the arbitrator(s) and agree upon a schedule for later proceedings. 151 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 19 227227v1 § 8.2.3 The parties shall share the mediator’s fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 8.2.4 If the parties do not resolve a dispute through mediation pursuant to this Section 8.2, the method of binding dispute resolution shall be the following: (Check the appropriate box.) [ « »]Arbitration pursuant to Section 8.3 of this Agreement [ « X »]Litigation in a court of competent jurisdiction [ « »]Other: (Specify) « » If the Owner and Construction Manager do not select a method of binding dispute resolution, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, the dispute will be resolved in a court of competent jurisdiction. § 8.3 The provisions of this Article 8 shall survive the termination of this Agreement. ARTICLE 9 TERMINATION OR SUSPENSION § 9.1 If the Owner fails to make payments to the Construction Manager in accordance with this Agreement, such failure shall be considered substantial nonperformance and cause for termination or, at the Construction Manager’s option, cause for suspension of performance of services under this Agreement. If the Construction Manager elects to suspend services, the Construction Manager shall give seven days’ written notice to the Owner before suspending services. In the event of a suspension of services, the Construction Manager shall have no liability to the Owner for delay or damage caused the Owner because of such suspension of services. Before resuming services, the Owner shall pay the Construction Manager all sums due prior to suspension and any expenses incurred in the interruption and resumption of the Construction Manager’s services. The Construction Manager’s fees for the remaining services and the time schedules shall be equitably adjusted. § 9.2 If the Owner suspends the Project, the Construction Manager shall be compensated for services performed prior to notice of such suspension. When the Project is resumed, the Construction Manager shall be compensated for expenses incurred in the interruption and resumption of the Construction Manager’s services. The Construction Manager’s fees for the remaining services and the time schedules shall be equitably adjusted. § 9.3 If the Owner suspends the Project for more than 90 cumulative days for reasons other than the fault of the Construction Manager, the Construction Manager may terminate this Agreement by giving not less than seven days’ written notice. § 9.4 Either party may terminate this Agreement upon not less than seven days’ written notice should the other party fail substantially to perform in accordance with the terms of this Agreement through no fault of the party initiating the termination. § 9.5 The Owner may terminate this Agreement upon not less than seven days’ written notice to the Construction Manager for the Owner’s convenience and without cause. § 9.6 If the Owner terminates this Agreement for its convenience pursuant to Section 9.5, or the Construction Manager terminates this Agreement pursuant to Section 9.3, the Owner shall compensate the Construction Manager for services performed prior to termination, and Reimbursable Expenses incurred, and costs attributable to termination, including the costs attributable to the Construction Manager’s termination of consultant agreements. § 9.7 In addition to any amounts paid under Section 9.6, if the Owner terminates this Agreement for its convenience pursuant to Section 9.5, or the Construction Manager terminates this Agreement pursuant to Section 9.3, the Owner shall pay to the Construction Manager the following termination fee: (Set forth below the amount of any termination fee, or the method for determining any termination fee.) 152 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 20 227227v1 Payment for services performed and costs incurred by reason of such termination, along with reasonable profit on services not completed during the Construction Phase. § 9.8 Except as otherwise expressly provided herein, this Agreement shall terminate one year from the date of Substantial Completion. ARTICLE 10 MISCELLANEOUS PROVISIONS § 10.1 This Agreement shall be governed by the law of the place where the Project is located, excluding that jurisdiction’s choice of law rules. If the parties have selected arbitration as the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 8.3. § 10.2 Terms in this Agreement shall have the same meaning as those in AIA Document A232–2019, General Conditions of the Contract for Construction, except for purposes of this Agreement, the term “Work” shall include the work of all Contractors under the administration of the Construction Manager and the Architect. § 10.3 The Owner and Construction Manager, respectively, bind themselves, their agents, successors, assigns, and legal representatives to this Agreement. Neither the Owner nor the Construction Manager shall assign this Agreement without the written consent of the other, except that the Owner may assign this Agreement to a lender providing financing for the Project if the lender agrees to assume the Owner’s rights and obligations under this Agreement, including any payments due to the Construction Manager by the Owner prior to the assignment. § 10.4 If the Owner requests the Construction Manager to execute certificates, the proposed language of such certificates shall be submitted to the Construction Manager for review at least 14 days prior to the requested dates of execution. If the Owner requests the Construction Manager to execute consents reasonably required to facilitate assignment to a lender, the Construction Manager shall execute all such consents that are consistent with this Agreement, provided the proposed consent is submitted to the Construction Manager for review at least 14 days prior to execution. The Construction Manager shall not be required to execute certificates or consents that would require knowledge, services, or responsibilities beyond the scope of this Agreement. § 10.5 Nothing contained in this Agreement shall create a contractual relationship with, or a cause of action in favor of, a third party against either the Owner or Construction Manager. § 10.6 Unless otherwise required in this Agreement, the Construction Manager shall have no responsibility for the discovery, presence, handling, removal or disposal of, or exposure of persons to, hazardous materials or toxic substances in any form at the Project site. § 10.7 The Construction Manager shall have the right to include photographic or artistic representations of the design of the Project among the Construction Manager’s promotional and professional materials. The Construction Manager shall provide professional credit for the Architect and the Contractors in the Construction Manager’s promotional materials for the Project. The Construction Manager shall be given reasonable access to the completed Project to make such representations. However, the Construction Manager’s materials shall not include the Owner’s confidential or proprietary information if the Owner has previously advised the Construction Manager in writing of the specific information considered by the Owner to be confidential or proprietary. The Owner shall provide professional credit for the Construction Manager in the Owner’s promotional materials for the Project. This Section 10.7 shall survive the termination of this Agreement unless the Owner terminates this Agreement for cause pursuant to Section 9.4. § 10.8 If the Construction Manager or Owner receives information specifically designated as “confidential” or “business proprietary,” the receiving party shall keep such information strictly confidential and shall not disclose it to any other person except as set forth in Section 10.8.1 and 10.8.2. This Section 10.8 shall survive the termination of this Agreement. § 10.8.1 The receiving party may disclose "confidential" or "business proprietary" information after 7 days’ notice to the other party, when required by law, arbitrator’s order, or court order, including a subpoena or other form of compulsory legal process issued by a court or governmental entity, or to the extent such information is reasonably necessary for the receiving party to defend itself in any dispute. The receiving party may also disclose such information to its employees, consultants, or contractors in order to perform services or work solely and exclusively 153 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 21 227227v1 for the Project, provided those employees, consultants and contractors are subject to the restrictions on the disclosure and use of such information as set forth in this Section 10.8. § 10.8.2 The Parties acknowledge that this Contract is subject to the applicable requirements of Minnesota’s Government Data Practices Act (MGDPA), Minnesota Statutes, Section 13.01 et seq. The Construction Manager agrees to cooperate with the Owner with respect to the Owner’s obligations to comply with the requirements of the MGDPA. Pursuant to Minnesota Statutes, Section 13.05, subd. 11, all of the data created, collected, received, stored, used, maintained, or disseminated by Construction Manager in performing this contract is subject to the applicable requirements of the MGDPA. The terms of this section shall survive the cancellation or termination of this Agreement. § 10.9 The invalidity of any provision of the Agreement shall not invalidate the Agreement or its remaining provisions. If it is determined that any provision of the Agreement violates any law, or is otherwise invalid or unenforceable, then that provision shall be revised to the extent necessary to make that provision legal and enforceable. In such case the Agreement shall be construed, to the fullest extent permitted by law, to give effect to the parties’ intentions and purposes in executing the Agreement. 4 ARTICLE 11 COMPENSATION § 11.1 For the Construction Manager’s Basic Services described under Article 3, the Owner shall compensate the Construction Manager as follows: § 11.1.1 For Preconstruction Phase Services in Section 3.2: (Insert amount of, or basis for, compensation, including stipulated sums, multiples or percentages.) Lump Sum of $25,000.00 for 10 months of Preconstruction Phase Services from the date of this Agreement. Should the Preconstruction Phase exceed the above period, the Construction Manager’s time shall be billed at the hourly rates set forth in Section 11.5. § 11.1.2 For Construction Phase Services in Section 3.3: (Insert amount of, or basis for, compensation, including stipulated sums, multiples or percentages.) The Construction Manager shall be paid (i) a fee of 1.60% of the Cost of the Work defined in Article 6, (ii) a stipulated sum of $1,034,600 for administering and managing the project at the hourly rates set forth in Section 11.5.1, (iii) the costs of Construction Manager’s field labor for general conditions work at the hourly rates set forth in section 11.5.2, and (iv) any Reimbursable Expenses. For the Construction Manager’s costs for administrating and managing the Project referenced in Section 11.1.2(ii), the stipulated sum assumes a 20-month schedule for the Construction Phase not including the pause. Should the Construction Phase extend beyond 20 months, the Construction Manager is entitled to charge additional amounts at the hourly rates set forth above not to exceed the following: (i) $11,950 per each additional week, or (ii) $51,730 per each additional month. § 11.2 For the Construction Manager’s Supplemental Services designated in Section 4.1.1, and for any Sustainability Services required pursuant to Section 4.1.3, the Owner shall compensate the Construction Manager as follows: (Insert amount of, or basis for, compensation. If necessary, list specific services to which particular methods of compensation apply.) At the hourly rates set forth in Sections 11.5.1 and 11.5.2, plus Reimbursable Expenses. § 11.3 For Additional Services that may arise during the course of the Project, including those under Section 4.2, the Owner shall compensate the Construction Manager as follows: (Insert amount of, or basis for, compensation.) 154 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 22 227227v1 At the hourly rates set forth in Sections 11.5.1 and 11.5.2, plus Reimbursable Expenses. § 11.4 Compensation for Supplemental and Additional Services of the Construction Manager’s consultants when not included in Sections 11.2 or 11.3, shall be the amount invoiced to the Construction Manager plus « » percent ( « » %), or as follows: (Insert amount of, or basis for computing, Construction Manager’s consultants’ compensation for Supplemental or Additional Services.) « » § 11.5 The hourly billing rates for services of the Construction Manager and the Construction Manager’s consultants are set forth below. The rates shall be adjusted in accordance with the Construction Manager’s and Construction Manager’s consultants’ normal review practices. (If applicable, attach an exhibit of hourly billing rates or insert them below.) [OPTION] § 11.5.1 Hourly Rates for administrative and management personnel: Personnel Category Rate Per Hour Project Director $194/ hour Senior Project Manager $166 / hour Project Manager $145 / hour Project Engineer $108 / hour Assistant Project Manager $120 / hour Estimator $145/ hour General Superintendent $151 / hour Project Superintendent $143 / hour Assistant Superintendent $125 / hour Clerical $70 / hour Accounting $70 / hour Safety Manager $135 / hour Quality Manager $143 / hour VDC/BIM $130 / hour The rates set forth above shall be in effect through December 31, 2023. Thereafter the rates shall be increased by Three percent (3%) per year as of January 1 of each subsequent year. § 11.5.2 Regular Hourly Rates for field labor personnel for any miscellaneous general requirements or general conditions-type work: Personnel Category Rate Per Hour Carpenter - Journeyman $104.90 / hour Carpenter - Foreman $110.01 / hour Carpenter – General Foreman $114.39 / hour Laborer - Journeyman $95.63 / hour Laborer - Foreman $100.01 / hour Operator – G1 $107.32 / hour Operator – G2 $106.81 / hour Operator – G3 $104.67/ hour Operator – G4 $104.16 / hour Operator – G5 $101.25 / hour Operator – G6 $98.96 / hour Operator – G7 $97.25 / hour Operator – G8 $94.20/ hour 155 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 23 227227v1 The rates set forth above shall be increased in accordance with the terms of any applicable collective bargaining agreement. The rates for any miscellaneous tool or equipment rentals shall be at the rates set forth in Exhibit A. § 11.6 Compensation for Reimbursable Expenses § 11.6.1 Reimbursable Expenses are in addition to compensation for Basic, Supplemental, and Additional Services and include expenses incurred by the Construction Manager and the Construction Manager’s consultants directly related to the Project, as follows: .1 Transportation and authorized out-of-town travel and subsistence; .2 Long distance services, dedicated data and communication services, teleconferences, Project web sites, and extranets; .3 Permitting and other fees required by authorities having jurisdiction over the Project; .4 Printing, reproductions, plots, and standard form documents; .5 Postage, handling, and delivery; .6 Expense of overtime work requiring higher than regular rates, if authorized in advance by the Owner; .7 Professional photography, and presentation materials requested by the Owner; .8 If required by the Owner, and with the Owner’s prior written approval, the Construction Manager’s consultants’ expenses of professional liability insurance dedicated exclusively to this Project, or the expense of additional insurance coverage or limits in excess of that normally maintained by the Construction Manager’s consultants; .9 All taxes levied on professional services and on reimbursable expenses; .10 Site office expenses; .11 General conditions expenditures; .12 Construction collaboration technology .13 General liability, professional liability, and umbrella liability insurance at a rate of 0.95% of the cost of the Construction Manager’s Preconstruction and Construction Phase services; .14 Coordination of warranty work required to be performed by the Contractors after substantial completion of the Project at a rate of 0.15% of the Cost of the Work defined in Article 6; and .15 Other similar Project-related expenditures. § 11.6.2 For Reimbursable Expenses the compensation shall be the expenses incurred by the Construction Manager and the Construction Manager’s consultants plus «1.60 » percent ( «1.60 » %) of the expenses incurred. § 11.7 Construction Manager’s Insurance.If the types and limits of coverage required in Section 2.8 are in addition to the types and limits the Construction Manager normally maintains, the Owner shall pay the Construction Manager for the additional costs incurred by the Construction Manager for the additional coverages as set forth below. (Insert the additional coverages the Construction Manager is required to obtain in order to satisfy the requirements set forth in Section 2.8, and for which the Owner shall reimburse the Construction Manager.) « » § 11.8 Payments to the Construction Manager § 11.8.1 Initial Payment § 11.8.1.1 An initial payment of «Zero » ($ « 0.00 » ) shall be made upon execution of this Agreement and is the minimum payment under this Agreement. It shall be credited to the Owner’s account in the final invoice. § 11.8.2 Progress Payments § 11.8.2.1 Unless otherwise agreed, payments for services shall be made monthly in proportion to services performed. Payments are due and payable upon presentation of the Construction Manager’s invoice. Amounts unpaid « thirty » ( « 30 » ) days after the invoice date shall bear interest at the rate entered below, or in the absence thereof at the legal rate prevailing from time to time at the principal place of business of the Construction Manager. (Insert rate of monthly or annual interest agreed upon.) The rate of interest required by applicable law, or if no such rate is required by applicable law, invoices due and unpaid under this Agreement shall bear interest from the date payment is due at an annual rate of interest of two 156 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 24 227227v1 percent (2%) over the reference rate of interest from time to time announced by U.S. Bank Minneapolis, NA as its reference rate, with each change in interest rate hereunder to become effective on the date the corresponding change in such reference rate as announced by U.S. Bank Minneapolis, NA becomes effective. § 11.8.2.2 The Owner shall not withhold amounts from the Construction Manager’s compensation to impose a penalty or liquidated damages on the Construction Manager, or to offset sums requested by or paid to Contractors for the cost of changes in the Work, unless the Construction Manager agrees or has been found liable for the amounts in a binding dispute resolution proceeding. § 11.8.2.3 Records of Reimbursable Expenses, expenses pertaining to Supplemental and Additional Services, and services performed on the basis of hourly rates shall be available to the Owner at mutually convenient times. ARTICLE 12 SPECIAL TERMS AND CONDITIONS Special terms and conditions that modify this Agreement are as follows: (Include other terms and conditions applicable to this Agreement.) § 12.1 DOCUSIGN ELECTRONIC SIGNING SYSTEM. The Construction Manager has an agreement with DocuSign, Inc. (“DocuSign”) with respect to the DocuSign electronic signing system (the “DocuSign System”). The DocuSign System may be used to facilitate the administration and execution of the Owner’s Construction Contracts with the Multiple Prime Contractors, as well as various other Contract Documents requiring signatures. Should the Owner elect to have the Construction Manager use the DocuSign System with respect to any portion of the Project, the Owner acknowledges and agrees that (i) the Owner conducted its own independent investigation and evaluation as to all legal and other considerations related to its decision to use the DocuSign System on the Project, (ii) the Owner did not rely on any advice, recommendations or representations of the Construction Manager in making the Owner’s independent determination to use the DocuSign System on the Project, (iii) the Construction Manager and DocuSign are not affiliated with each other and the Construction Manager does not warrant or guarantee any portion of the DocuSign System, (iv) the Construction Manager does not warrant or guarantee that the DocuSign system complies with or satisfies any legal requirements applicable to its use on the Project, and (v) to the fullest extent permitted by law, the Owner waives, and shall hold harmless and indemnify the Construction Manager from and against, all claims, causes of action, costs, expenses and damages (including reasonable attorney’s fees) arising out of or resulting from the use of the DocuSign System on the Project. ARTICLE 13 SCOPE OF THE AGREEMENT § 13.1 This Agreement represents the entire and integrated agreement between the Owner and the Construction Manager and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both the Owner and Construction Manager. § 13.2 This Agreement is comprised of the following documents identified below: .1 AIA Document C132™–2019, Standard Form Agreement Between Owner and Construction Manager as Adviser .2 AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, dated as indicated below: (Insert the date of the E203-2013 incorporated into this Agreement.) « » .3 Exhibits: (Check the appropriate box for any exhibits incorporated into this Agreement.) [ « »]AIA Document E235™–2019, Sustainable Projects Exhibit, Construction Manager as Adviser Edition, dated as indicated below: (Insert the date of the E235-2019 incorporated into this agreement.) « » [ « »]Other Exhibits incorporated into this Agreement: 157 AIA Document C132™ – 2019.Copyright © 1973, 1980, 1992, 2009, and 2019 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.This draft was produced by AIA software at 11:25:17 ET on 03/17/2020 under Order No.7449099792 which expires on 12/13/2020, and is not for resale. User Notes:(860977505) 25 227227v1 (Clearly identify any other exhibits incorporated into this Agreement, including any exhibits identified in Section 4.1.2.) « » .4 Other documents: (List other documents, if any, forming part of the Agreement.) « Exhibit A – Tool and Equipment Rental Rates » This Agreement is entered into as of the day and year first written above. This Agreement may be executed in any number of counterparts, each of which when so executed and delivered shall be deemed an original and all of which counterparts, taken together, shall constitute one and the same instrument. Delivery of an executed counterpart of a signature page of this document by facsimile, pdf or other generally accepted electronic means (e.g., DocuSign) shall be effective as delivery of a manually executed counterpart of this document. [INSERT NAME OF OWNER]Kraus-Anderson®Construction Company OWNER (Signature)CONSTRUCTION MANAGER (Signature) « »« »« »« » (Printed name and title)(Printed name and title) 158 Request for Proposals Construction Management Services Chanhassen Civic Campus City Hall/Senior Center + Park Building and Park Improvements RFQ Issue Date: May 23, 2023 Submittal Due Date: June 14, 2023, 12 p.m. 159 Chanhassen Construction Management RFP 2 General Information The City of Chanhassen (“City”) is seeking qualification submittals for Construction Manager Agent (“CMA”) services for the Chanhassen Civic Campus. The project is a two-phase construction process that will span multiple years at the existing Civic Campus. The initial phase of improvements will provide a new City Hall & Senior Center building, supporting parking, streetscape, and plaza improvements. The second phase of construction involves the demolition of the existing City Hall building and the creation of a flagship park space for downtown Chanhassen. The selected firm will work with the City Council, City staff, and the recently selected architecture and engineering team through the Pre-Construction, Contractor Bidding and Award Phase, and Construction and Close-out Phases of the project. The CMA shall serve as the Owner’s principal agent in providing the services requested in this RFP. The Owner shall ultimately enter into multiple prime contract(s) with one or more Contractors for the design and construction of the building(s) and site improvements. The contract for CMA services will include three phases with a single contract being awarded to one CMA firm. The city reserves the right to modify, postpone, and/or cancel the contract for any reason whatsoever at the conclusion of any one phase and prior to the start of a subsequent phase. The three phases, and their respective estimated duration of this project are defined as: Project Background The City of Chanhassen seeks to revitalize its downtown Civic Campus. The project is comprised of a new City Hall, Council Chambers, Senior Center, and destination park amenities. Chanhassen’s current municipal building was built in 1981. The facility no longer serves the population of Chanhassen. The building has significant deferred maintenance needs and lacks operational efficiency. The reimagined Civic Campus (See Figure 1) is intended to invigorate Chanhassen’s downtown and provide community gathering spaces and numerous amenities. The current plan represents the city’s longstanding commitment to being a community for life, with amenities for all ages. The concept plan shows pickleball courts, a new skate park, a splash pad, a playground, a performance space, room for the Farmers Market, conveniently located parking, a heated sidewalk to facilitate movement between the Senior Center and Library, and more. A central park building with public restrooms, public meeting room, and storage is also proposed. The park building may also provide a concessionaire; however, this will be determined in the programming phase. In 2021-22 a comprehensive Facility Study was completed by Snow Kreilich Architects and Kraus Anderson. The study provided an assessment of the current City Hall facility as well as other municipal buildings throughout the community. The Facility Study provided an assessment on the overall condition of the building and projected needs (See RFP Supplemental Information below). In particular, the study helped the City Council understand the costs of refurbishing or replacing City Hall. City Hall was built in 1981, with significant projects in 1988, 1996, and 2004. Based on the cost differentials outlined in the Facility Study and ability to benefit the community, the City Council decided to explore opportunities to build a new City Hall within a new Civic Campus that would include a new City Hall/Senior Center, park building and various park amenities to create a new community focal point. Pre-Construction Phase Programming May – July 2023 Schematic Design July – September 2023 Design Development September – Oct/Nov 2023 Construction Documents*Oct/Nov 2023 – Dec 2023/March 2024 Contractor(s) Bidding and Awarding Phase Bidding*Winter 2024 Construction and Close-out Phase Phase 1 Construction Start*May 2024 – June 2024 Phase 1 Construction Completion June/July 2025 Phase 2 Construction Start June 2025 Phase 2 Construction Completion October 2026 *Assumes multiple bid packages 160 Chanhassen Construction Management RFP 3 The planning process to date has included numerous conversations with the City Council, Boards and Commissions and City staff. Past milestones leading to the current vision for the Civic Campus include: • September 2022 - HKGi presented five concepts for a reimagined City Hall and City Center Park area. Council and Commission members were able to review and provide feedback on the concepts and respond to survey questions. •January 2023 - HKGi shared feedback received at the September Joint Workshop and received additional input from the City Council to refine the concept plan. •February 2023 - HKGi presented a preferred concept plan based on feedback to date and provided preliminary cost estimate information for the project. RFP Supplemental Information •Attachment A – Facilities Study (2021-22) •Attachment B – Civic Campus Preferred Concept – City Council Work Session Presentation (March 2023) •Attachment C – Preliminary Cost Estimate Click here to download supplemental information. Project Budget & Financing Based on the 2021 Facilities Study and recent master planning for the Civic Campus, the City of Chanhassen has identified a project budget range from $33-$35 million dollars for all aspects of the project and for both phases of construction. The City plans to issue General Obligation bonds to fund the Civic Campus project. Construction Management Services Requested Construction Management Services to be Provided (shall include, but may not be limited to): PHASE ONE – Pre-Construction/Design Phase 1. Assist the Owner in assessing the proposed site and assist in any programming needs to facilitate the building program on the site. 2. Assist the Owner in any demolition requirements to clear the site. 3. Construction Management Plan: The CMA shall prepare a Construction Management Plan for the Project and shall make recommendations to the plan throughout the duration of the Project, as may be appropriate. In preparing the Construction Management Plan, the CMA shall consider the Owner’s schedule, budget and general design requirements for the Project. The CMA shall then develop various alternatives for the scheduling and management of the Project and shall make recommendations to the Owner. 4. Preliminary Estimate and Budget Analysis: The CMA shall analyze and report to the Owner and the Design Team the estimated cost of various design and construction alternatives, including CMA’s assumptions in preparing its analysis, a variance analysis between budget and preliminary estimate, and recommendation for any adjustments to the budget. 5. Coordinate all permitting requirements, review compliance with local and state codes. 6. Revisions to the Construction Management Plan: During the Design Phase the CMA shall make recommendations to the Owner regarding revisions to the Construction Management Plan. The Construction Management Plan shall include a description of the various bid packages recommended for the Project. Revisions approved by the Owner shall be incorporated into the Construction Management Plan. 7. Progress Meetings: The CMA shall conduct periodic progress meetings attended by the Owner, Design Team, and others. Such meetings shall serve as a forum for the exchange of information concerning the Project and the review of design progress. The CMA shall prepare and distribute minutes of these meetings to the Owner, Design Team, and others as necessary. 161 Chanhassen Construction Management RFP 4 8. Review of Design Documents: The CMA shall review the design documents and make recommendations to the Owner and Design Team as to constructability, scheduling, cost, and time of construction; as to clarity, consistency, and coordination of documentation among Contractors; and to the separation of the Project into contracts for various categories of the Work. 9. Cost Control: The CMA shall prepare an estimate of the construction cost for each submittal of design drawings and specifications from the Design Team. This estimate shall include a contingency acceptable to the Owner, CMA and the Design Team for construction costs appropriate for the type and location of the Project and the extent to which the design has progressed. 10. Project and Construction Budget Revision: The CMA shall make recommendations to the Owner concerning revisions to the Project and Construction Budget that may result from design changes. 11. Value Engineering Studies: The CMA shall provide value engineering recommendations to the Owner and Design Team on major construction components, including cost evaluations of alternative materials and systems. 12. Design Phase Change Report: The CMA shall prepare and distribute Design Phase change reports that shall list all Owner-approved changes as of the date of the report and shall state the effect of the changes on the Project and Construction Budget and the Master schedule. 13. Approvals by Regulatory Agencies: The CMA shall coordinate transmittal of documents to regulatory agencies and utility providers for review and shall advise the Owner of potential problems resulting from such reviews and suggested solutions regarding completion of such reviews. PHASE TWO: Contractor Bidding and Awarding 1. Bidder Interest Campaign: The CMA shall conduct a telephone and correspondence campaign to attempt to increase interest among qualified bidders. 2. Notices and Advertisements: The CMA shall assist the Owner in preparing and placing notices and advertisements to solicit bids for the Project. 3. Delivery of Bid Documents: The CMA shall expedite the delivery of Bid Documents to the bidders. The CMA shall obtain the documents from the Designer and arrange for printing, binding, and delivery to the bidders. The CMA shall maintain a list of bidders receiving Bid Documents. 4. Pre-Bid Conference: In conjunction with the Owner and Design Team, the CMA shall conduct pre-bid conferences. 5. Information to Bidders: The CMA shall develop and coordinate procedures to provide answers to bidder’s questions. All answers shall be in the form of addenda. 6. Addenda: The CMA shall receive from the Design Team a copy of all addenda. The CMA shall review addenda for constructability, for effect on the Project and Construction Budget, scheduling and time of construction, and for consistency with the related provisions as documented in the Bid Documents. The CMA shall distribute a copy of all addenda to each bidder receiving Bid Documents. 7. Bid Opening and Recommendations: The CMA shall assist the Owner in the bid opening and shall evaluate the bids for responsiveness and price. The CMA shall make recommendations to the Owner concerning the acceptance of or rejection of bids. 8. Analyzing Bids: Upon receipt of the bids, the CMA shall evaluate the bids, including alternate bid prices and unit prices, and shall make a recommendation to the Owner regarding the award of the Construction Contract. 9. Construction Contracts: The CMA shall assist the Owner in the assembly, delivery and execution of the Contract Documents. The CM shall issue to the Contractor(s) on behalf of the Owner the Notice of Award and the Notice to Proceed. PHASE THREE: Construction and Close-Out Construction 1. Schedule and chair a kick off meeting with Owner to discuss the proposed work plan and special concerns to be presented at the pre-construction meeting. It is envisioned the pre-construction meeting will include all interested parties, including utilities, sub-contractors, etc. 162 Chanhassen Construction Management RFP 5 2. Provide coordination of project activities and prepare reports and documents, as necessary, for Owner review and action. 3. Maintain at the project site, on a current basis, a record copy of all contracts, drawings, specifications, addenda, change orders and other modifications, in good order and marked to record all changes made during construction, shop drawings, product data, samples, submittals, purchases, materials equipment, applicable handbooks, maintenance and operating manuals and instructions, other related documents and revisions which are relevant to the contract work. 4. Provide weekly status reports to the Owner. 5. Review laboratory, special inspection reports and coordinate as required with the Project Design Team. 6. Facilitate and monitor contractor pay applications and make recommendations to the Owner on progress payments. 7. Administer the construction contract in conformance with the requirements set forth in the Plans and Specifications. 8. Conduct weekly construction progress meetings with the Owner, Design Team, Contractors, affected outside Agencies, and other consultants to discuss matters such as procedures, progress, problems, and scheduling. Prepare and distribute meeting agenda and minutes. 9. Review and process all shop drawings, project data, samples and other submittals. Establish and implement procedures for expediting the processing and approval. 10. Coordinate submittal review with the Design Team and City Departments. 11. Document and track all claims for account records. 12. Coordinate and schedule construction surveying. 13. Coordinate testing requirements and scheduling of material testing and inspections. 14. Review and analyze the Contractor’s schedule (monthly) including activity sequences and duration, schedule of submittal and schedule of delivery for products with long lead time. Work with Contractors to maintain the project schedule to show current conditions and suggest revisions as required. 15. Recommend necessary or desirable changes in the Construction Contractors scope of work. 16. Review and evaluate Contractor’s request for changes. Negotiate with Contractor and submit recommendations to the Owner supported by cost estimates related to any additional or changes in the work. If change orders are accepted by Owner, prepare change orders for signature and authorization by the Owner. Maintain a log of change requests. 17. Create and maintain “As-Built” project schedule. 18. Review pay requests and provide recommendation for contractor payments. 19. Provide construction management files to the Owner. 20. Review contract documents, plans, and permits. 21. Attend field walks and meetings. 22. Monitor and enforce safety on the jobsite applicable to OSHA guidelines. 23. Maintain field diaries during construction, including a cumulative record of quantities constructed, daily and weekly reports, working day reports, change order documentation, photographs and other documentation. 24. Determine that the Contractor’s work is being performed in accordance with the requirements of the contract documents. Endeavor to guard Owner against defects and deficiencies in the work. 25. As appropriate, require special inspection or testing, or make recommendations to Owner regarding special inspection or testing or work not in accordance with the provisions of the contract document whether or not such work is fabricated, installed or completed. 26. Provide and maintain a digital history of the project. Photos/Videos will also be taken of the following: a. Showing existing conditions prior to construction b. Disputed work items c. Work that has to be duplicated replaced or removed 163 Chanhassen Construction Management RFP 6 d. Timelapse video of the construction project e. Completed work f. Deficiencies 27. Record the progress of the project. Provide daily inspection reports. Submit written weekly progress reports to Owner, including information on the contractors and the entire project, showing percentages of completion. Keep daily logs containing a record of weather, contractors work on site, number of workers, work accomplished, problems encountered, and other relevant data. 28. During the course of construction, maintain one set of plans to denote field changes or other corrections. 29. Maintain copies of all permits needed to construct the project and enforce special requirements of each. 30. Provide an initial review and one re-submittal of shop drawings and product data for conformance to the construction documents. Construction Close-out 1. Assist the Owner’s designee in administering and coordinating final inspections. 2. Assist the Owner in determining when the project or a designated portion thereof is substantially complete. Prepare for the Owner a summary of the status of the work of the contractors, listing changes in the previously issued certificates of substantial completion of the work, and recommending the times within which contractors shall complete uncompleted items on their certificate of substantial completion of the work. 3. Calculate the amount of final payment due to contractors. 4. Obtain evidence of certification of all lien releases. 5. Secure and transmit to Owner, required guarantees. 6. Issue the notice of substantial completion and process the Notice of Completion. 7. Coordinate any startup requirements. 8. Deliver all equipment manuals, special equipment, spare parts, catalogs, and other material required by specifications. 9. Collect As-Built data from contractors or design consultants. 10. Make recommendation for the release of retention. Submittal Requirements The submissions should succinctly demonstrate firm’s ability to communicate the capabilities, knowledge, experience, and capacity of the respondent to meet the requirements of the project. The City of Chanhassen may, at its discretion, request additional information or clarification from any or all proposers and to allow for corrections of errors or omissions. RFP submissions are to be organized in the general sequence as outlined below. Please limit the electronic qualifications response to twenty (20) 8 ½” x 11” single-sided printable sheets, minimum font size of 11 point (excludes front and back cover). Failure to include requested information, or follow the organizational requirements outlined below, will have a negative impact on the evaluation of the submittal. In order to be considered, all requested information below must be submitted: Cover Letter •Business name and address. •Contact name, address, phone, and email. •Brief statement outlining the firms understanding of the purpose and goals of the project and why the responding firms(s) should be considered for the work. Table of Contents •Include a clear identification of the material by section and page number. 164 Chanhassen Construction Management RFP 7 Firm(s) Description • Name, address, telephone number, e-mail address, website address. • Year the firm was established. • Number of employees in firm and office locations. • Indicate which person will be the contact for the RFP process. •Identification of sub-consultants and their responsibilities. Key Personnel: •A listing of proposed project personnel, including personal experience and resumes for anyone involved including additional consultants. • Identify the Project Manager (background and work on similar projects). • Provide description of similar projects including names and current phone numbers of reference for listed projects. Experience: • Please provide a list of your firm’s experience providing public agencies with both construction management and general contracting services over the past four years. • Please include a brief description of the project and contact information to be used as reference if needed. Project Understanding & Approach: •Provide a description of your project understanding and how you will approach the project. Scope of Services •Please provide a description of the tasks, sub-tasks, and deliverables that will be provided. •Please provide a proposed Project Schedule that will demonstrate the consultant’s familiarity with the project goals. Cost Proposal • The proposer is to submit a detailed cost proposal for all services and materials anticipated in completing the project. The cost proposal must be broken out for each of the three phases as described earlier in this RFP. The cost proposal can be either a lump sum or a percentage of the project total. Labor hours and extended billing rates per the classification of personnel shall be indicated for each task as defined. Submission Timeline Request for Proposals issued via email May 23, 2023 Questions regarding the RFP due prior to June 2, 2023, 12 p.m. Response to questions issued via email June 7, 2023 Submittal Deadline June 14, 2023, 12 p.m. Notification of Shortlisted Firms for Interviews June 16, 2023 Selected Consultant Interviews with City Staff and Architect representative Week of June 26, 2023 Likely Monday, June 26 Contract Approval July 10, 2023 165 Chanhassen Construction Management RFP 8 Selection Process Proposals will be reviewed by a Consultant Selection Committee. The Committee will rank the proposals based upon the materials and costs submitted. The Committee may choose to interview two or more closely ranked firms. Upon selection, the City of Chanhassen will open contract negotiations with the selected firm. The City of Chanhassen reserves the right to reject any and all proposals. If all proposals are rejected The City of Chanhassen may undertake the work by such means as they deem suitable. The City of Chanhassen further reserves the right to waive any formalities in the preparation and submittal of proposals. Questions & Inquiries All questions regarding this request for qualifications should be submitted by email before 12:00 p.m., June 2, 2023 and should be directed to: Laurie Hokkanen City Manager City of Chanhassen 952.227.1119 lhokkanen@chanhassenmn.gov 166 Chanhassen Construction Management RFP 9 Figure 1: Reimagined Civic Campus EXISTING CITY HALL FOOTPRINT [0 40 80 Feet Key Features •Build new City Hall building located near the intersection of W78th Street and Market Boulevard (2 Story with under building parking) •Develop new surface parking lots for City Hall and Civic Campus along the east side of site •Maintain existing parking lot/structure on west side of site •Create a 4 season park centrum building with adjacent performance/event plaza •Provide additional features including a universal playground, splash pad and gathering lawn •Retain existing Veteran’s Memorial and create an new associated plaza space for ceremonies •Retain and enhance the event lawn area and skate park on the north side of the site •Enhance connections from the west with a pedestrian crossing signal of Kerber Blvd. and plaza paving courtyard at the library entry •Create a strong civic presence along W78th Street with a linear plaza and entry signage 167 City Council Item July 24, 2023 Item Approve Contract for Annual Sanitary and Storm Sewer Televising to Pipe Services File No.2024-02 Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves a contract for Sanitary and Storm Sewer Televising Project No. 24-02 with Pipe Services for a not-to-exceed amount of $66,958.53." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND DISCUSSION The Metropolitan Council Environmental Services (MCES) is currently monitoring sanitary sewer flow from each city to determine the amount of Inflow and Infiltration (I/I) to MCES' treatment plants. If the city exceeds the allowance set by MCES, the city will be surcharged a fee based on the amount of flow above the allowed amount. This project will help reduce I/I from entering the sanitary sewer system; however, a portion of televising will be conducted in order to identify any storm sewer improvements for upcoming roadway projects. 168 The project will assist staff in locating inflows and other contributors to I/I in the city's sanitary sewer system along with identifying failing storm sewer infrastructure to be replaced with upcoming road improvements. Sanitary sewer televising consists of cleaning out the sanitary sewer and recording video of the lengths of pipe in the project area. Storm sewer televising will only consist of cleaning operations when the pipe has sufficient debris that inhibits the camera from continuing down the line being inspected. The contractor will report the deficiencies observed during the video examination of the pipes. The City of Chanhassen put out a request for quotes to seven contractors on June 22, 2023. Two quotes were received. Quotes were reviewed based on the total amount for mobilization, sanitary sewer televising and cleaning, and storm sewer televising. Based on the unit prices from the quotes received, staff finds the quotes to be reasonable given the work to be completed. The low bidder, Pipe Services Corporation, has completed similar work in Chanhassen in previous years and their work was acceptable. Contractor Quote Pipe Services Corporation*$60,871.39 Empire Pipe Services $66,974.68 *Low Bidder BUDGET Funding for this work has been budgeted for in the Capital Improvement Plan (CIP), Project SS-012, and Project ST-012. $44,330.73 of the funding will come from SS-012 for the portion of sanitary sewer televising and cleaning associated with the contract, and $22,627.80 of the funding will come from ST- 012 for the portion of the storm sewer televising. Staff is proposing a not-to-exceed contract for 110% of the low bid, or $66,958.53, in the event unexpected emergency services or quantity overruns are required. RECOMMENDATION Staff recommends approving the sewer televising contract. ATTACHMENTS 2024 Televising By Area SS-012 ST-012 Pipe Services - Quote Form of Agreement - 2024 Sanitary Sewer I&I Project 24-02 169 170 171 172 173 174 175 176 177 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2023 2027 thru Department Utilities - Sanitary Sewer Description This annual project includes televising, repairs and rehabilitation of existing sanitary sewer. The program also detects and eliminates points of entry of ground water and surface water into the City sanitary sewer system. Projects have been identified from the 2006 Inflow and Infiltration Report and aspects of the program are included in annual street projects. The projects were reviewed by Metropolitan Council and approved in lieu of surcharge fees. Also included in this program is the private property mandatory inspection program approved in 2020. Approximately 730 homes will be inspected over a 3-year period beginning in 2023. Project #SS-012 Priority n/a Justification City staff has identified numerous older sewer lines that are in need of repair. The City of Chanhassen pays the Metropolitan Council for sewage treatment. Those payments are based on the amount of flow generated by the City of Chanhassen. Surface water and ground water that makes its way into the system either through breaks, displaced joints, manhole covers, or private connections to the system increase the amount charged to the City for sewage disposal and increasing the load on the City's lift stations. Budget Impact/Other The efforts may decrease operational costs, MCES fees and emergency call outs. It is also the City's intent to use connection charges to help fund for those costs. Useful Life UnassignedProject Name Inflow and Infiltration Abatement Category Utilities - Sewer Type Improvement Account #2 Account #1 701-7xxx-4xxx Total Project Cost:$2,250,000 Account #4 Account #3 Status Active Total2023 2024 2025 2026 2027Expenditures 1,150,000210,000 220,000 230,000 240,000 250,000Maintenance 210,000 220,000 230,000 240,000 250,000 1,150,000Total Future 1,100,000 Total Total2023 2024 2025 2026 2027Funding Sources 1,150,000210,000 220,000 230,000 240,000 250,000Utility Fund -Sewer 210,000 220,000 230,000 240,000 250,000 1,150,000Total Future 1,100,000 Total Tuesday, July 18, 2023Page 1 178 Capital Improvement Program City of Chanhassen, MN Contact Charlie Howley 2023 2027 thru Department Street Improvements Description Annual project to rehabilitate and/or reconstruct streets in the City. The 5 year Capital Pavement Management Plan identifies the planned streets for the next five years. The Plan is updated every fall to review priorities and needs, but generally intends to keep the overall condition index (OCI) average across all streets at 70 or higher. 2023 - Rehab 601-6051 2024 - 2027 Reconstruction 601-6052; 601-6053; 601-6054; 601-6055 Project #ST-012 Priority n/a Justification The City uses a Pavement Management System in Cartegraph to monitor the condition of the City streets. While proper preventative maintenance extends the life of the street and is cost effective, a street will eventually deteriorate to a point that major maintenance is required. Rehabilitation projects extend the life of the street. In cases when utilities or poor sub grade needs to be replaced or where streets have deteriorated to a point where rehabilitation will no longer be practical, reconstruction of the street is necessary. A feasibility study is written to consider the merits of the project, scope of work, costs and assessments. Budget Impact/Other The City has an Assessment Policy that identifies what and how much of the project is assessed to benefiting properties. Useful Life UnassignedProject Name Pavement Management Program (PMP)Category Street Improvements Type Improvement Account #2 Account #1 601-6xxx-4xxx Total Project Cost:$53,931,000 Account #4 Account #3 Status Active Total2023 2024 2025 2026 2027Expenditures 42,061,0006,330,000 8,827,000 8,911,000 8,968,000 9,025,000Construction 6,330,000 8,827,000 8,911,000 8,968,000 9,025,000 42,061,000Total Prior 11,870,000 Total Total2023 2024 2025 2026 2027Funding Sources 9,380,0001,852,000 1,864,000 1,876,000 1,888,000 1,900,000Streets - PMP Assessments 14,070,0002,778,000 2,796,000 2,814,000 2,832,000 2,850,000Streets - PMP Funds 4,008,000250,000 926,000 938,000 944,000 950,000Utility Fund -Sewer 6,387,000750,000 1,389,000 1,407,000 1,416,000 1,425,000Utility Fund -Surface Wtr 8,216,000700,000 1,852,000 1,876,000 1,888,000 1,900,000Utility Fund -Water 6,330,000 8,827,000 8,911,000 8,968,000 9,025,000 42,061,000Total Prior 11,870,000 Total Tuesday, July 18, 2023Page 1 179 1 QUOTATION – SEWER TELEVISING/CLEANING July 12th, 2023 Erik Henricksen, PE Project Engineer City of Chanhassen 7901 Park PL Chanhassen, MN 55317 Dear Mr. Erik Henricksen, As requested, below is a bid proposal for the Chanhassen storm televising only and sanitary cleaning and televising project according to the indicated linear footages and pipe sizes. City of Chanhassen Cost Distribution: Confirmed Linear Footages, Pipe Sizes, and Activities Pipe Size/Type Pipe Length/Qty Activity Cost/Linear Foot/Qty Sanitary – Rice Marsh 5,601 TV/CLN $6.79 Sanitary – Mission Hills 1,633 TV/CLN $1.39 Storm – Frontier Trail 5,409 TV $2.39 Storm – Mission Hills 3,021 TV $2.39 Culvert 177 TV $2.39 Total $ 60,871.39 16281 Baseline Ave. Shakopee, MN 55379 952.445.3173 │ info@pipe-services.com Website: pipe-services.com 180 2 CITY Official, all change order activities require CITY consent prior to initiation. Change order activities below $500.00 are authorized via verbal CITY directive/consent. Change order activities exceeding $500.00 require written approval via email or memorandum letter. Upon City Approval - Change Order Rates Activity / Vehicle Unit Cost Per Unit T.V. Vehicle Support Per Hour $ 321.00 Hydrovac Vehicle Support Per Hour $ 337.00 T.V. Vehicle Emergency Mobilization Per Day $ 1,200.00 Hydrovac Vehicle Emergency Mobilization Per Day $ 1,400.00 Water By-Pass Operations Per Hour $ 350.00 CITY Official, please be cognizant of the below provisions. These provisions exist to help ensure clarity of project scope and expectations relating to contingency efforts. The spirit of these provisions is meant to enhance communication during project execution in order to align Pipe Service's decisions with CITY officials' interests: quality work, cost management, and situational awareness. Change Order Contingencies: All change order activities will first involve CITY/FIRM approval. The Pipe Services project lead will contact the designated CITY/FIRM official, explain the situation, advise the associated pros and cons, and implement a course of action according to the CITY/FIRM official's directive. 1. Work outside of the aforementioned project scope will require a per hour charge rate of : $321/hour for CCTV support and $337/hour for Hydrovac support. All change orders will require CITY/FIRM approval prior to execution. An example of a change order includes: a request to cut root intrusions preventing passage of televising equipment during non-CIPP related projects. This scenario would incur hourly charges for CCTV and Hydrovac vehicle usage. Another example is televising of an added line outside of contract scope. This scenario would incur hourly charges for CCTV Vehicle usage. 2. In the event the CITY/FIRM requests plugging services at an hourly rate to stem high water levels, Pipe Services will assess water flow rates. If prior to or during plugging operations Pipe Services assess th at the combination of high-water levels and high flow rates excessively risks flooding residential or public infrastructure, Pipe Services will request that CITY/FIRM conducts the plugging operations or authorize a pump bypass change order. CITY/FIRM provided plugging operations will incur an hourly rate charge according to associated Pipe Services vehicles. 3. In the event the CITY/FIRM requests Pipe Services conduct water bypass operations under high water level and high flow rate conditions, the CITY/FIRM will incur an hourly pump rate charge o f $350.00 per hour and a bypass equipment mobilization fee. 4. During emergency mobilization requests outside of project scope, CITY will incur a mobilization charge according to vehicle usage and the mobilization rate quoted within the aforementioned change order price disbursement chart. Emergency work is generally charged by the hour according to half -day and full-day activity. In the event the emergency mobilization reques t involves extensive work, Pipe Services will work with the CITY official to identify an affordable price structure outside of the hourly rate and associated daily emergency mobilization charges. 181 3 Our bid is based on the following provisions and understandings: The below provisions and understandings are standard expectations. Any project irregularities that do not allow for these provisions can be negotiated but will likely change the associated bid amount. 1.) Pipe Services will honor this bid for up to 45 days from the date of submission/document creation date. We will make every effort to honor the bid past the 45-day mark. 2.) Pipe Services will receive payment within 30 days of completing the aforementioned described project activities to the satisfaction of the CITY. 3.) Pipe Services to provide 1 typed reports and portable hard drive for televised services. All inspections will be done in certified PACP format. Reporting system will provide color stills of major incidents and a summary report of all “significant findings". Along with a importable database for GIS. 4.) All inspections to be completed with a color pan & tilt TV camera. 5.) CITY/FIRM to provide sewer maps, manhole numbering and pipe identification system. 6.) CITY/FIRM to locate and expose all man-holes (MH) and to make them accessible. In the event a MH cannot be identified or requires exposure, Pipe Services will coordinate with the CITY to identify a course of action. During the interim, Pipe Services will skip the MH in question and continue planned inspections. If the city chooses to utilize Pipe Services for location or exposure of a MH, an hourly rate will apply according to associated vehicle usage 7.) Pipe Services is allowed to draw water from CITY fire hydrants at no additional cost. 8.) Pipe Services assumes that all dumping will take place at CITY location free of ch arge. If a dump location is not provided free of charge, Pipe Services will charge a Hyrdovac vehicle hourly rate according to dump site location and any associated dump fees. Does not apply to Chanhassen bid. 9.) If during the course of vacuuming operations Pipe Services discovers that envi ronmentally hazardous materials exists and special disposal procedures are necessary (for example large amounts of oil), CITY will incur charges associated with the dump fees and drive time to the special dump site location according to associated vehicle usage. 10.) During televising only operations not associated with cleaning, Pipe Services will make every attempt to bypass obstacles within the pipe. If bypass operations endanger the camera system or if bypassing is not an option, Pipe Services will utilize a reverse set-up operation and charge accordingly. All reverse set-up operations incur full charge for that pipe segment for the initial attempt and the reverse operation effort. If a pipe line presents multiple reverse set-up requirements, Pipe Services will contact the CITY/FIRM to consult on a course of action in an effort to avoid unnecessary charges. 182 4 Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. Pipe Services Corporation is authorized to do the work as specified. By: ______________________________ City/Legal Entity of:______________ Signature: _________________________ Date: ___________________________ We would like to thank you again for the opportunity to work with the city of Chanhassen. Sincerely, Pipe Services Corporation Ryan R. Mergen CEO ▪ Pipe Services 16281 Baseline Avenue ▪ Shakopee, MN 55379 (O) 952-445-3173 ▪ info@pipe-services.com http://pipe-services.com/ 183 1 175881v1 FORM OF AGREEMENT BETWEEN CITY OF CHANHASSEN AND CONTRACTOR FOR 2024 SANITARY SEWER I&I PROJECT NO 24-02 THIS AGREEMENT, made this _____ day of _____________, 20____, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (“Owner”) and THE FATHER SOLANUS CASEY MISSION, LLC, a Minnesota limited liability company d/b/a PIPE SERVICES (“Contractor”). Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1.CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A.This Agreement; B.Request for Quote dated June 22, 2023; C.City of Chanhassen General Conditions of the Construction Contract; D.2023 Sanitary and Storm Sewer Construction Specifications – Section 19.00. E.Quote/Bid dated July 12, 2023. In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 2.OBLIGATIONS OF THE CONTRACTOR. The contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. This contract may be terminated by the City at any time upon discovery by the City that the Contractor or any of its subcontractors has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. §16C.285, Subdivision 3, the Responsible Contractor statute. 3.CONTRACT PRICE. Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amount of Sixty Six Thousand Nine Hundred Fifty Eight Dollars and 53/100 ($66,958.53). 4.PAYMENT PROCEDURES. A.Contractor shall submit Applications for Payment. Applications for Payment will be processed by Engineer as provided in the General Conditions. 184 2 175881v1 B.Progress Payments; Retainage. Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C.Payments to Subcontractor. (1)Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1 ½ percent per month or any part of a month to the Subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2)Form IC-134 (attached) required from general contractor. Minn. Stat. § 290.92 requires that the City of Chanhassen obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D.Final Payment. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price as recommended by Engineer. 5.COMPLETION DATE/LIQUIDATED DAMAGES. A.The Work associated with the Project must be completed and ready for final payment in accordance with the General Conditions by October 31, 2023. B.Contract and Owner recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 5.A. above, plus any extensions thereof allowed. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a 185 3 175881v1 penalty), Contractor shall pay Owner $400.00 for each calendar day that expires after the time specified in Paragraph 5.A. for Completion until the Work is complete. Daily costs are based on MnDOT Table 1807.1-1, "Schedule of Liquidated Damages as follows: TABLE 1807.1-1 SCHEDULE OF LIQUIDATED DAMAGES Original Contract Amount Charge Per Cal. Day, ($) From More Than ($)To and Including ($) 0 25,000 300 25,000 100,000 400 100,000 500,000 900 500,000 1,000,000 1,200 1,000,000 2,000,000 1,500 2,000,000 5,000,000 2,500 5,000,000 10,000,000 3,000 10,000,000 ---3,500 6.CONTRACTOR’S REPRESENTATIONS. A.Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B.Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C.Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D.Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the site. E.Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which 186 4 175881v1 may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F.Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G.Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H.Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I.Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. J.The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K.Subcontracts: (1)Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. (2)The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. 187 5 175881v1 (3)The Contract Documents shall not be construed as creating any contractual relation between the Owner, the Engineer, and any Subcontractor. (4)The Contractor shall bind every Subcontractor by the terms of the Contract Documents. 7.WORKER’S COMPENSATION. The Contractor shall obtain and maintain for the duration of this Contract, statutory Worker’s Compensation Insurance and Employer’s Liability Insurance as required under the laws of the State of Minnesota. 8.COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the life of the Contract, with the City included as an additional name insured on a primary and non- contributory basis. The Contractor shall furnish the City a certificate of insurance satisfactory to the City evidencing the required coverage: Bodily Injury:$2,000,000 each occurrence $2,000,000 aggregate products and completed operations Property Damage:$2,000,000 each occurrence $2,000,000 aggregate Contractual Liability (identifying the contract): Bodily Injury:$2,000,000 each occurrence Property Damage:$2,000,000 each occurrence $2,000,000 aggregate Personal Injury, with Employment Exclusion deleted: $2,000,000 aggregate Comprehensive Automobile Liability (owned, non-owned, hired): Bodily Injury:$2,000,000 each occurrence $2,000,000 each accident Property Damage:$2,000,000 each occurrence 9. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the quote shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 188 6 175881v1 10.INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 11.MISCELLANEOUS. A.Terms used in this Agreement have the meanings stated in the General Conditions. B.Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. C.Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D.Data Practices/Records. (1)All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2)All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E.Software License. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. 189 7 175881v1 F.Patented devices, materials and processes. If the Contract requires, or the Contractor desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement G.Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. H.Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. I.Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County. J.Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties’ entire contract. K.Entire Agreement. This Contract represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. L.Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and 190 8 175881v1 completion of the Project. The City will obtain all necessary rights-of- way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. M.If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. CITY OF CHANHASSEN CONTRACTOR THE FATHER SOLANUS CASEY MISSION, LLC D/B/A PIPE SERVICES BY:BY: Elise Ryan, Mayor Print Name: _______________________ Its BY: Laurie Hokkanen, City Manager 191 City Council Item July 24, 2023 Item Approve an Encroachment Agreement between City of Chanhassen and Jeffrey Babcock and Lynnea Babcock File No.N/A Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an encroachment agreement allowing Jeffrey Babcock and Lynnea Babcock to construct a fence on the subject property that encroaches into the city's easement area at 7504 West 77th Street." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owner of 7504 West 77th Street (Jeffrey & Lynnea Babcock) have an existing boulder wall that encroaches on the City's Easement Area which includes an existing public storm sewer pipe. The Babcock's desire to add a fence on the property in the same area. Their property is legally described as Lot 5, Block 1, Trolls Glen 2nd Addition. This fence will encroach into the city's easement areas, which again has an existing storm sewer pipe, and therefore obtaining an encroachment agreement (EA) is prudent due to potential future maintenance of the sewer pipe. The EA is a condition of the fence permit. 192 DISCUSSION The attached EA was drafted by the City Attorney's office. The property owner has reviewed the terms of the agreement and will provide a signed version for execution by the city before any permits for the property can be issued. Upon city approval and execution, the EA will be recorded against the property. BUDGET N/A RECOMMENDATION Staff recommends City Council approve the Encroachment Agreement. ATTACHMENTS Encroachment Agreement - 7504 77th Street 193 (reserved for recording information) ENCROACHMENT AGREEMENT AGREEMENT made this day of 2023, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and JEFFREY BABCOCK and LYNNEA BABCOCK, married to each other ("Babcocks" or "Owners"). 1. BACKGROUND. Babcocks are the fee owners of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel ID No. 25.8610050 Lot 5, Block l, Trolls-Glen Second Addition (abstract) having a street address of 7504 77th Street West, Chaska, Minnesota 55318 ("Subject Property"). The City owns easements for drainage and utility purposes over portions of the Subject Property ("Easement Areas"). An existing boulder wall encroaches within the City's Easement Area ("Boulder Wall") and the Babcocks desire to construct a fence on the Subject Property that encroaches on the City's Easement Areas ("Fence"), all as depicted on the attached Exhibit "A" (collectively, the "Improvements"). I221215v2 194 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the lmprovements conditioned upon the following: o The Fence shall include removable fence panels in areas where the Fence encroaches on existing utilities and/or installation of gates having a clear span the width of the easement for City access to its Easement Areas o The Fence must allow water to pass under it so as not to impede overland water flow during rain events. o The Fence must remain a minimum distance of five (5) feet from all drainage and utility structures. o The Fence posts shall be placed on the Subject Property but not attached to neighboring fences and must not cross the property lines. . Where the Fence crosses the storm sewer, the storm sewer piping needs to be physically located and the Fence posts for the fence spaced so the span of the fence will be at the midpoint of the Fence panel over the piping. The Fence posts can be no closer than2.5' from the edge of the storm sewer piping at any point. o The City shall have no responsibility to maintain the Improvements located in the Easement Areas. o Owners must maintain the Improvements located on the Subject Property. o Owners are fully responsible and liable for any and all damage caused to the Improvements because of their location in the Easement Areas. 2227215v2 Further, Owners agree that the Fence shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Areas, Owners, for themselves, their heirs, successors and assigns, hereby agree to indemniff and hold the City harmless from any damage caused to the Subject Property, including the Improvements located within the Easement Areas, caused in whole or in part by the encroachment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the Easement Areas for drainage or utility purposes and the fence is inconsistent with the City's use of the easement. Prior to termination, the City will give the then owner of the Subject Property thirty (30) days advance 195 written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The property owner shall remove that portion of the Improvements to the extent they impact the Easement Areas to the effective date of the termination of this Agreement. If the owner fails to do so, the City may remove the Improvements to the extent they impact the Easement Areas and charge the cost of removal back to the owner for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (sEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MTNNESOTA COT]NTY OF CARVER The foregoing instrument was acknowledged before me this day of 2023, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public ) )ss. ) J227215v2 196 PROPERTY OWIIERS: J STATE OF MINNESOTA ) couNrY or hayvz( ]tt' The uLuJ ) DRAFTED BY: CAMPBELL KNUTSON, Pr ofe s sio n a I A s s o ci ati o n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/mkl foregoing instrument was acknowledged before me this l4L auv of ,2023, by Jeffrey Babcock and Lynnea Babcock, married to each other Notary Public 4 My Commissidr Expites Jan 31, 2027 STACY KERBER OSEN Nolary Public-Minnesota 22'7215v2 Zo-,,- Zza 7finnea Babcock t'q 7- 197 EXHIBIT *A' Certffreafe of Survey i?,A*co{ f iA S G gna,l, (cr.1 - for - Syan ilostralJlr 750177fH St. W, Cfiaslra, t tJ 55318 I I .t IIf t e SCAIE 'T' FEET fliPEAVIt'US gU'?F{Cf, GOVEf,{GE: errsr*rc dEtfSE: 2.OrC SC.FIAT'E'flI }T:E EOittYEW*Y: r3tS.FsrE*Aag8flEfi. tOgEFiH1eEI}EC'{, 'IO 3E IOrr4 'I#Eiul{IrE r.orrJtEt rlfFrlPL,S COt FFIAE s rra tF t1,,,.Sf fia'1 &ESCF,PNOU O'E' FAOFEFTY.It BEilCITIIIFt(: ro* orrB ribr d 9{ $erl*ff, ffi orlot A €to!*!m : t'rd.ro fAtffie rE66flD ^ 8aa tE x 11'nt , ,twtstv ndtr ry nar$rr 3lril? a Forrdhorltfrrvfirflt a Frr 7rr? Cofrtulrtlro x gpotEblillbo I harr&y errrtry f,trlt ,hil flr.Ly hlEt p*lFs.d &y m or imdr, ,fiy orrrt luFor$8lorl rfld urd , 6rp e dirry fEl*rtad ftorbrsit€al lrfld 'Sqr]tyor unolrrltm hv: orffis Stelb o.ttt#nnosdE P_m-mrERleruo SrtRvrYrNC, ILL 22703 tlcafisTlo.- 08dxrltffi-.. ., i , a taffilrtorrlurl gr$d. 8$tu tgt r4c6f$r, l.6, sIJt6 |rr:.4r:ld010 5227215v2 !:'^ li: ::: '_ :t i:' i'aa: 1:_:::!: : a' i: r6 ..{ lal ts J q l--E N*B E5 : t :t--- -r- -1!1\ It t_ I ;-'rJ----*- i I \ir' I I I I _l I I I I L/ l' I : i FFOPOSEO aEcx ta'atp I 'g Erj3rrfle ,rousE Grta6l t Il*'t' .i L I t-. 198 City Council Item July 24, 2023 Item Resolution 2023-XX: Approve Contract with Rochon Corporation for Fire Station Kitchen Remodel Project File No.ENG 23-12 Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution authorizing entering into a construction contract with Rochon Corporation for the Fire Station Kitchen Remodel Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY This project is a remodeling and refresh of the Fire Station's existing kitchen and lounge area. BACKGROUND As the 2021 Facilities Study recommended, the existing Fire Station (#1) was noted as Fair Condition and worthy of reinvestment. It also identified a detailed list of deferred maintenance items. The city hired an Architect (Snow Kreilich) to put together two (2) scopes of work for needed facility improvements. The first was a back-of-house reorganization in which storage, gear washing, and mechanical apparatus areas would be reconfigured to align with current operational functions. A concept plan was developed, and the cost was estimated, which proved to be too much for our available funding to handle. The second scope was a kitchen and lounge area remodel that essentially refreshed the space. The work 199 includes new cabinets, flooring, appliances, ceiling tiles, and lighting. This remodeling comes on the heels of the recent duty crew room project completed a couple of years ago. Other deferred maintenance projects are being identified and planned for in future years to keep up with the deferred maintenance plan identified in the 2021 Facilities Study. DISCUSSION The city's Architectural Consultant sent out requests for quotes to multiple contractors. The city received four (4) bids; see attached Bid Tabulation for a summary and comparison of the bids. All bids were deemed responsive, with the low bidder being Rochon Corporation. The city then negotiated with Rochon on some scope adjustments to save on costs. This process resulted in additional savings of $15,055.97, bringing the final bid price to $156,626.59, the basis of the Not-to-Exceed Contract. The Contract (attached) is the city's Standard Construction Contract. Rochon has successfully completed similar work in the past for other municipal clients, however, has not previously worked for Chanhassen. The schedule for the work is to start on (or around) October 1 and be complete by the end of November. BUDGET The Construction budget in the CIP (CIP# MBFire-047) is $130,000. The additional funding needed can be covered by savings from the Library Roof Repair project which had a savings of $7,900, with the remainder covered by the Facilities Capital Fund Balance. RECOMMENDATION Staff and the Architectural Consultant recommend approval of the Contract with Rochon Corporation. ATTACHMENTS Resolution CIP MBFire-047 Contract Original Bid Tab 200 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: July 24, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION AUTHORIZING THE CITY TO ENTER INTO A CONSTRUCTION CONTRACT WITH ROCHON CORPORATION FOR THE FIRE STATION KITCHEN REMODEL PROJECT WHEREAS, the Cityhas identified deferred maintenance needs at the Fire Station; and WHEREAS,the Fire Station is an Asset of the City that has service life remaining; and WHEREAS,the City hired an Architect who prepared plans and specifications for the project, sent a request for quotes to qualified construction firms, and received four bids; and WHEREAS,after reviewing the bids, Rochon Corporation’s bid was found to be responsive and the low bidder; and WHEREAS, the City desires to implement the project before the end of 2023. NOW, THEREFORE, BE IT RESOLVED bythe Chanhassen City Council: The City Council authorizes entering into a Construction Contract with Rochon Corporation for the Fire Station Kitchen Remodel Project. PASSED AND ADOPTED by the Chanhassen City Council this 24th day of July, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 201 Facilities - Fire Station 1 Improvements Overview Request Owner Charlie Howley, PW Director/City Engineer Department Fi re Prevention & Admi n Type Capital Improvement Project Number MBFire-047 Description Project includes hose tower structural repairs, adding a PPE washi ng stati on, internal nishes remodel, and replacement of the concrete apron paving i n front of the bay doors due to cracking, heavi ng, and exposed reinforcement. Project also incl udes re-gradi ng along the north side of the building and i ncorporating a stormwater management BMP along the common property l ine with the elementary school. Miscel laneous other pavement repairs around the site are also needed. The pavement conditi on wi ll get worse i f not corrected and there i s a ri sk of damage to re trucks utilizi ng the bays. Poor drainage on the north side of the site is creating erosi on and is creating foundation issues for the station. Location 202 Capital Cost Breakdown Capital Cost FY2023 Total Design $20,000 $20,000 Construction/Maintenance $130,000 $130,000 Total $150,000 $150,0 00 Capital Cost FY2023 Budget $150,000 Total Budget (all years ) $150K Project Total $150K Capital Cost by Year Construction/Maintenance Design 2023 $150,000.00 $0 $40K $80K $120K Capital Cost for Budgeted Years TOTAL $150,000.00 Construction/Maintenance (87%)$130,000.00 Design (13%)$20,000.00 203 Funding Sources Breakdown Funding Sources FY2023 Total Facilities Capital - Fund 402 $125,000 $125,000 Utility Fund - SW Mgmt $25,000 $25,000 Total $150,00 0 $150,000 Funding Sources FY2023 Budget $150,000 Total Budget (all years ) $150K Project Total $150K Funding Sources by Year Facilities Capital - Fund 402 Utility Fund - SW Mgmt 2023 $150,000.00 $0 $40K $80K $120K Funding Sources for Budgeted Years TOTAL $150,000.00 Facilities Capital - Fund 402 (83%)$125,000.00 U tility Fund - SW Mgmt (17%)$25,000.00 204 224769v1 FORM OF AGREEMENT BETWEEN CITY OF CHANHASSEN AND CONTRACTOR THIS AGREEMENT, made this day of July, 2023, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (“Owner”) and ROCHON CORPORATION (“Contractor”). Owner and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents”, all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement; B. Drawings and Specifications dated May 15, 2023, with Addendum #1 dated June 8, 2023, and Addendum #2 dated June 12, 2023; C. City of Chanhassen General Conditions of the Construction Contract; D. Quote/Bid dated June 15, 2023 and Scope Adjustment/Pricing email dated July 11, 2023. In the event of a conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 2. OBLIGATIONS OF THE CONTRACTOR. The contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. CONTRACT PRICE. Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents $158,201.59. 4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by Engineer as provided in the General Conditions. B. Progress Payments; Retainage. Owner shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractor. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.425, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed 205 224769v1 services provided by the subcontractor. The Contractor must pay interest of 1½ percent per month or any part of a month to the Subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. (2) Form IC-134 (attached) required from general contractor. Minn. Stat. § 290.92 requires that the City of Chanhassen obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Upon final completion of the Work, Owner shall pay the remainder of the Contract Price as recommended by Engineer. 5. COMPLETION DATE/LIQUIDATED DAMAGES. A. The Work must be substantially completed within Sixty (60) days after the date the Contract Times commence to run, and completed and ready for final payment in accordance with the General Conditions within Seventy Five (75) days after the date when the Contract Times commence to run. B. Contractor and Owner recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 5.A. above, plus any extensions thereof allowed. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner $900.00 for each calendar day that expires after the time specified in Paragraph 5.A. for Completion until the Work is complete. Daily costs are based on MnDOT Table 1807-1, "Schedule of Liquidated Damages as follows: 206 224769v1 TABLE 1807-1 SCHEDULE OF LIQUIDATED DAMAGES Original Contract Amount Charge Per Cal. Day ($) From More Than ($) To and Including ($) 0 25,000 300 25,000 100,000 400 100,000 500,000 900 500,000 1,000,000 1,200 1,000,000 2,000,000 1,500 2,000,000 5,000,000 2,500 5,000,000 10,000,000 3,000 10,000,000 ---- 3,500 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in 207 224769v1 accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts: (1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the Owner. (2) The Contractor is responsible to the Owner for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. (3) The Contract Documents shall not be construed as creating any contractual relation between the Owner, the Engineer, and any Subcontractor. (4) The Contractor shall bind every Subcontractor by the terms of the Contract Documents. 7. WORKER’S COMPENSATION. The Contractor shall obtain and maintain for the duration of this Contract, statutory Worker’s Compensation Insurance and Employer’s Liability Insurance as required under the laws of the State of Minnesota. 8. COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the following minimum insurance coverage and maintain it at all times throughout the life of the Contract, with the City included as an additional name insured on a primary and non- contributory basis. The Contractor shall furnish the City a certificate of insurance satisfactory to the City evidencing the required coverage: 208 224769v1 Bodily Injury: $2,000,000 each occurrence $2,000,000 aggregate products and completed operations Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Contractual Liability (identifying the contract): Bodily Injury: $2,000,000 each occurrence Property Damage: $2,000,000 each occurrence $2,000,000 aggregate Personal Injury, with Employment Exclusion deleted: $2,000,000 aggregate Comprehensive Automobile Liability (owned, non-owned, hired): Bodily Injury: $2,000,000 each occurrence $2,000,000 each accident Property Damage: $2,000,000 each occurrence 9. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the quote shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. 10. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. 11. MISCELLANEOUS. A. Terms used in this Agreement have the meanings stated in the General Conditions. B. Owner and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 209 224769v1 C. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. E. Software License. If the equipment provided by the Contractor pursuant to this Contract contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. F. Patented devices, materials and processes. If the Contract requires, or the Contractor desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Contractor shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the Owner. If no such agreement is made or filed as noted, the Contractor shall indemnify and hold harmless the Owner from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the Project agreed to be performed under the Contract, and shall indemnify and defend the Owner for any costs, liability, expenses and attorney's fees that result from any such infringement G. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Contract without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. H. Waiver. In the particular event that either party shall at any time or times waive any breach of this Contract by the other, such waiver shall not constitute a 210 224769v1 waiver of any other or any succeeding breach of this Contract by either party, whether of the same or any other covenant, condition or obligation. I. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Contract. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Carver County. J. Severability. If any provision, term or condition of this Contract is found to be or become unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Contract, unless such invalid or unenforceable provision, term or condition renders this Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in full force and effect and shall continue to operate as the parties’ entire contract. K. Entire Agreement. This Contract represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. L. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. M. If the work is delayed or the sequencing of work is altered because of the action or inaction of the Owner, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. CITY OF CHANHASSEN ROCHON CORPORATION BY: BY: _______________________________ Elise Ryan, Mayor Its: ________________________________ BY: Laurie Hokkanen, City Manager END OF DOCUMENT 211 Item Description Unit Total Unit Total Unit Total Unit Total #Division Units Price Price Price Price Price Price Price Price 1 General Requirements: Temp. Facilities & Controls, Waste Management 1 LS $12,250.00 $12,250.00 $4,660.00 $4,660.00 $15,000.00 $15,000.00 $4,500.00 $4,500.00 2 Existing Conditions: Mobilization & Demolition 2 LS $19,100.00 $19,100.00 $3,499.00 $3,499.00 $8,200.00 $8,200.00 $5,000.00 $5,000.00 3 Architecture 12-Mar LS $136,000.00 $136,000.00 $120,134.00 $120,134.00 $73,964.67 $73,964.67 $90,380.00 $90,380.00 4 Mechanical & Plumbing Design Build DB LS $44,500.00 $44,500.00 $13,475.00 $13,475.00 $14,381.00 $14,381.00 $8,850.00 $8,850.00 5 Fire Protection Design Build DB LS $5,210.00 $5,210.00 6 Electrical Design Build DB LS $13,200.00 $13,200.00 $13,445.00 $13,445.00 $12,775.00 $12,775.00 $16,650.00 $16,650.00 7 General Conditions, Insurance & Bonds, Overhead & Fee -LS $66,100.00 $66,100.00 $24,061.00 $24,061.00 $49,416.89 $49,416.89 $48,928.64 $48,928.64 BASE BID TOTAL $296,360.00 $179,274.00 $173,737.56 $174,308.64 Item Description Unit Total Unit Total Unit Total Unit Total #Division Units Price Price Price Price Price Price Price Price ALT 1 Alternate Flooring in Kitchen LS $3,200.00 $3,200.00 -$6,550.00 -$6,550.00 -$5,900.00 -$5,900.00 $479.00 $479.00 ALT 2 Replace Exist. Sprinkler Heads LS $7,500.00 $7,500.00 $1,605.00 $1,605.00 $3,845.00 $3,845.00 $3,256.00 $3,256.00 TOTAL BID W/ ALTERNATES $307,060.00 $174,329.00 $171,682.56 $178,043.64 Magney KA Rochon H&U Fire Station Kitchen Remodel Bid Tabulation and Comparison Magney H&UKARochon Page 1 212 City Council Item July 24, 2023 Item Southwest Transit CEO Erik Hansen File No.Item No: E.1 Agenda Section VISITOR PRESENTATIONS Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Communications SUMMARY SW Transit's new CEO, Erik Hansen, will attend the Council meeting to introduce himself. BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 213 City Council Item July 24, 2023 Item Citizen Action Request - Tom Stiles File No.Item No: E.2 Agenda Section VISITOR PRESENTATIONS Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION Presentation Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Tom Stiles Citizen Action Request 214 Complete this form and submit it prior to the City Council meeting date you wish to present your request. Select City Council Meeting date you would like to attend 07/24/2023 In 2023, the Chanhassen City Council meets on the second and fourth Mondays of each month with the following exceptions: March 27, 2023 - Meeting rescheduled to March 20, 2023 December 25, 2023 - Meeting canceled Printable 2023 City Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information * Name Tom Stiles * Address 18946 Lake Drive East Chanhassen MN 55317 * Phone * Email Council Action Requested * Provide a brief description of the action you are requesting from the City Council. My wife and I own Prairie School of Dance, a dance school located here in the southwest metro for 26 years. Our business is moving from Eden Prairie to Chanhassen and will take occupancy of our new space in the Dell Five business park in September. We are requesting a reassessment, on the part of Chanhassen, of the Sewer Accessibility Charge (SAC) charged due to the remodel of the space. It is understood that the SAC is coupled to the Met Council assessment, but we feel that the formula used by that body does not accurately reflect the water and sewer usage, as we are not modifying any plumbing, and will have occupancy numbers equal to or less than that of the previous tenant. We are not looking to avoid all charges and want to contribute to our fair share of keeping up the infrastructure to the city and are therefore requesting a reduction, not elimination, of the SAC to more accurately reflect our use of infrastructure. Summary of Information * Provide a narrative of the request including need, costs, timetable, background, etc. We are requesting that the council reduces the number of SAC charges from 3 ($33,672) to 1 ($11,224) or a lesser amount that accurately reflects our impact on the infrastructure. The SAC fee was graciously differed until we apply for our certificate of occupancy. That is anticipated to be in late August to early September for our opening on September 14. For the reasons outlined above, we feel that the formula used by the met council to calculate the number of SACs is inaccurate. What Happens Next? Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the selected meeting date. Contact Questions? Contact City Clerk Kim Meuwissen at 952-227-1107 or by email. Page | 1 215 City Council Item July 24, 2023 Item Quarterly Fire Department Update File No.Item No: F.1 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Ana Fatturi, Fire Inspector/Admin Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Operational Excellence SUMMARY Quarterly Fire Department Update with Response Data from April - June BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 216 July 2023 Quarterly Council Update Quarter Two Fire Department Graphs Quarter 2 Community Risk Reduction Graphs 217 TO: Laurie Hokkanen, City Manager FROM: Don Johnson, Fire Chief DATE: July 24, 2023 SUBJ: Quarterly Two Fire Department Update Fire Department Staffing Department staffing is at 24 paid on-call Firefighters/Apparatus Operators, 4 paid on call Battalion Chiefs, and 9 Full Time personnel. (2) POC Lieutenants and (1) Paid on Call Battalion Chief are on extended medical leave. (1) Full Time Firefighter is on military leave from June 1 – September 5. There are currently 18 active firefighters filling the duty crew schedule. (2) Probationary firefighters have completed the Emergency Medical Technician curriculum and will begin the fire academy in August. An additional probationary firefighter, hired off cycle, will join the academy in August as well and complete medical training when the fire academy ends in December. Fire Department Response The fire department responded to 614 calls for service thru June 2023. Call Breakdown for the time period: Chief Only - 2 Duty Crew – 590 (56% occur between 8am and 6pm, daily) General Alarms - 22 General Alarms Structure Fire – 3 Mutual Aid Structure Fires - 7 Car Fire – 3 Grass Fire – 3 – includes a Mutual Aid to Chaska Water Incident - 2 Assist for multiple calls during same time frame – 1 Dispatch Error - 3 218 Laurie Hokkanen Fire Department Update Page 2 EMS Response Data: Total EMS Responses = 414 (67%) Difficulty Breathing (111), Serious Medical (77), Lift Assist (50), Traumatic Injury (33), Cardiac Arrest (4) Motor Vehicle Accidents (32) Primary Actions While on Scene Check For Injuries and Symptoms 45 Assessment and Vitals 182 Assessment, Vitals, and Interventions 35 Packaging and Loading for Transport 84 Canceled En Route by ALS Provider 5 No Patient Contact 36 Fire Units Arrived Prior to Ridgeview 315 (76%) Other Activities Duty Crew assisted Parks with the Annual Easter Egg Hunt in City Center Park Crews participated with MCI Training hosted by CCSO on several Saturdays in April The Annual Fire Department Banquet was held on May 5th. Firefighter Daisy Anderson, a nineteen-year veteran firefighter, was named Firefighter of the Year at the event Assisted Troop 330 with Annual Egg Drop Competition Assist to Chanhassen Legion Honor Guard for Memorial Cemetery Visits Assist to Parks & Rec providing CPR/AED training to Park Seasonal Staff Chanhassen Fire Community Risk Reduction Monthly Report for January - June, 2023 Fire Inspections: Including proactive, complaint based, and annual – 175 Inspections 82 construction and fire sprinkler/alarm related inspections: Hackamore Brewery, Emerson, 2100 Stoughton new tenant finishes, new building at the Arboretum. 18 follow up on fire code issues: Code complaints on fire doors, ice blocking egress, blocked fire sprinkler heads 219 Laurie Hokkanen Fire Department Update Page 3 75 Proactive Annual Fire Inspections – Daycares, Liquor Stores, Senior Living, Gas Stations, Hotels Plan Reviews: including fire alarm and suppression systems, building construction and remodel, and preliminary plan reviews: 118 Fire related: 46 - replacement of outdated fire alarm panels with new panels, sprinkler system modifications to meet remodels and new tenant finishes Construction: 38 - 2100 Stoughton, Emerson, many new tenant remodels in existing buildings Preliminary: 34 - Lifetime Pickleball; Klingelhutz, Xcel Energy, Southwest Village new building Public Education: 14 - Fire Extinguisher training ABC Millwork and Paisley Park, Lyman Lumber Preplans: 14 Special Projects Requiring Extra Efforts Hackamore Brewing – multiple trips and assistance with acoustical tiles used for sound proofing – fire department assisted with conducting burn tests for the material for acceptance for use. Assisted General Mills with several meetings pertaining to Hazardous Material Training for Ammonia tanks on site. Conducted a large scale table top exercise with General Mills, Carver County Sheriffs, MN Chemical Assessment Team, Victoria Fire, and several other agencies. Provided CPR and First Aid Training to Chanhassen Parks Employees. 220 0 20 40 60 80 100 120 Apr May June Calls by Type and Month Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 59 66 83 78 81 91 120 105 117 86 87 105 94 66 78 75 109 106 101 116 120 97 105 135 108 106 87 90 110 113 20 40 60 80 100 120 140 160 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Chanhassen Fire Department Calls By Month Comparison 2021 2022 2023 221 921 1,002 917 1,078 1,202 1,242 600 700 800 900 1000 1100 1200 1300 1400 1500 2018 2019 2020 2021 2022 2023 Projected Calls for Service by Year Rescue & Emergency Medical Service 67% Alarm Calls 8% Good Intent Call 5% Hazardous Condition 6% Service Call 11% Fire 3% 2023 Calls for Service by % of Call Type Rescue & Emergency Medical Service Alarm Calls Good Intent Call Hazardous Condition Service Call Fire 222 S 12% M 14% T 13% W 15% TH 15% F 18% Sa. 13% 2023 CALLS BY DAY OF WEEK 0 50 100 150 200 250 300 350 12‐4a 4‐8a 8‐12p 12‐4p 4‐8p 8‐12a CALLS BY TIME OF DAY 2020 2021 2022 2023 223 Elite chanhassenfire CFD Incident Type Report (Summary) Basic Incident Type Code And Description (FD1.21) Total Incidents Total Incidents Percent of Incidents Total Property Loss Total Content Loss Total Loss Total Loss Percent of Total Incident Type Category (FD1.21): 1 - Fire 111 - Building fire 7 2.24%5,000.00 1,000.00 6,000.00 27.27% 113 - Cooking fire, confined to container 2 0.64%0.00 0.00 0.00 0.00% 131 - Passenger vehicle fire 1 0.32%15,000.00 15,000.00 68.18% 154 - Dumpster or other outside trash receptacle fire 1 0.32%1,000.00 0.00 1,000.00 4.55% Total: 11 Total: 3.51%Total: 21,000.00 Total: 1,000.00 Total: 22,000.00 Total: 100.00% Incident Type Category (FD1.21): 3 - Rescue & Emergency Medical Service Incident 311 - Medical assist, assist EMS crew 7 2.24% 3211 - Cardiac Arrest 3 0.96% 32112 - Medical Alarm 11 3.51% 32114 - Serious Medical 35 11.18% 32115 - General Medical 7 2.24% 32116 - Weak/Dizzy/Unwell/Unspecified 3 0.96% 32117 - Diabetic Emergency 8 2.56% 32118 - Medical Other 4 1.28% 3212 - Unconscious/Unresponsive 13 4.15% 3213 - Difficulty Breathing 56 17.89% 3214 - Stroke 10 3.19% 3215 - Seizure 7 2.24% 3217 - Allergic Reaction 3 0.96% 3218 - Choking 1 0.32% 3219 - Traumatic Injury/Head Injury/Severe Burn 16 5.11% 322 - Motor vehicle accident with injuries 13 4.15% 323 - Motor vehicle/pedestrian accident (MV Ped) 1 0.32% 324 - Motor vehicle accident with no injuries. 6 1.92% 342 - Search for person in water 1 0.32% Total: 205 Total: 65.50%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 4 - Hazardous Condition (No Fire) 4101 - Suspected Gas Odor Inside a Structure 11 3.51% 4102 - Suspected Gas Odor Outside 1 0.32% 412 - Gas leak (natural gas or LPG)1 0.32% 424 - Carbon monoxide incident 2 0.64% 444 - Power line down 1 0.32% 445 - Arcing, shorted electrical equipment 2 0.64% Total: 18 Total: 5.75%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 5 - Service Call 512 - Ring or jewelry removal 1 0.32% 551 - Assist police or other governmental agency 5 1.60% 553 - Public service 1 0.32% 554 - Lift Assist 22 7.03% 561 - Unauthorized burning 4 1.28% Total: 33 Total: 10.54%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 6 - Good Intent Call 600 - Good intent call, other 2 0.64% 611 - Dispatched and cancelled en route 7 2.24% 6111 - EMS Dispatched and cancelled en route 8 2.56% Printed On: 07/12/2023 06:59:50 AM1 of 2 224 Basic Incident Type Code And Description (FD1.21) Total Incidents Total Incidents Percent of Incidents Total Property Loss Total Content Loss Total Loss Total Loss Percent of Total 631 - Authorized controlled burning 2 0.64% 651 - Smoke scare, odor of smoke 3 0.96% Total: 22 Total: 7.03%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 7 - False Alarm & False Call 733 - Smoke detector activation due to malfunction 3 0.96% 735 - Alarm system sounded due to malfunction 2 0.64% 736 - CO detector activation due to malfunction 2 0.64% 741 - Sprinkler activation, no fire - unintentional 1 0.32% 743 - Smoke detector activation, no fire - unintentional 2 0.64% 744 - Detector activation, no fire - unintentional 3 0.96% 745 - Alarm system activation, no fire - unintentional 7 2.24% 746 - Carbon monoxide detector activation, no CO 3 0.96% Total: 23 Total: 7.35%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Incident Type Category (FD1.21): 8 - Severe Weather & Natural Disaster 814 - Lightning strike (no fire)1 0.32% Total: 1 Total: 0.32%Total: 0.00 Total: 0.00 Total: 0.00 Total: 0.00% Total: 313 Total: 100.00%Total: 21,000.00 Total: 1,000.00 Total: 22,000.00 Total: 100.00% Printed On: 07/12/2023 06:59:50 AM2 of 2 225 226 Community Risk Reduction Reporting Data Breakdown January through June 2023 28 40 14 93 Fire Inspections by Type Construction Fire Alarm/Sprinkler Special Event Proactive/Complaint based 227 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% January February March 16 50 42 18 19 18 0 2 2 2023 Q1 Community Risk Reduction by Type Fire Inspections Plan Reviews Public Education 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% April May June 28 32 20 17 24 22 3 3 4 2023 Q1 Community Risk Reduction by Type Fire Inspections Plan Reviews Public Education 228 29% 16% 8% 9% 7% 3% 4% 19% 0%5% CES 2023 Call Breakdown Fire Calls Fire Inspections Property Maintenance Nuisances Outdoor Storage Traffic ‐ Motorist Assists/PD Accident Traffic ‐ Parking Animal Calls Burning Complaints Misc/Questions 70 58 68 54 78 86 0 10 20 30 40 50 60 70 80 90 100 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DECTotal Calls Total Monthly Calls/Inspections 229 5 6 10 4 19 11 1 00 1 2 1 000000 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Notice of Violations 1st Notice of Violation Letters 2nd Notice of Violation Letters Citation Issued 230 City Council Item July 24, 2023 Item Quarterly Law Enforcement Update File No.Item No: F.2 Agenda Section FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE Prepared By Lance Pearce, Lieutenant, CCSO Reviewed By Laurie Hokkanen SUGGESTED ACTION Update Motion Type N/A Strategic Priority Communications SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Chanhassen City Council Meeting 7 24 23.docx 231 Second Quarter 2023 Breakdown.docx Comparison of Metrics 2019-2023.docx Q2 2023.pdf Activity Description by Class.pdf 232 Page 1 Memo TO:Mayor Ryan and Chanhassen City Council members FROM: Lieutenant Lance Pearce DATE: July 13, 2023 RE: Law Enforcement Update Attached are the agenda items for the City of Chanhassen council meeting July 24, 2023 for your review and consideration. 1. Carver County Sheriff’s Office City of Chanhassen Second Quarter 2023 Calls for Service Summary; Group A, Group B, Non-Criminal, Traffic and Administrative. 2. Carver County Sheriff’s Office City of Chanhassen Second Quarter Arrest Summary. 3. Carver County Sheriff’s Office City of Chanhassen Second Quarter Citation Summary. 4. Second Quarter 2023 Breakdown of CFS 5. Staffing update: Contract has one vacancy over the summer temp filled with Deputy Larson (SRO). 6. Training update: training this Quarter included TRT training with members of the Carver County Fire Departments, Mobile Field Force, on-duty Firearms(range) and Legal Update with members of the Carver County Attorney’s Office Lieutenant Chanhassen Office 233 Second Quarter 2023 Carver County Sheriff’s Office City of Chanhassen Call for Service Total Patrol Activity=2701 101 35 1296 Felony Misdemeanor Non Criminal Traffic Second Q 2023 Types of Calls CFS=2701 1269 11 53 12 21 4 Second Q 2023 Group A Assault Theft Drug Other Homicide/Weapons/Rob 234 0 50 100 150 200 250 300 350 Second Q 2023 Non Criminal *see note on medicals 81 871 131 234 Driving Complaint Traffic Stops Crashes Citations Traffic 235 236 237 238 239 Comparison of Metrics 2019-2023 Through Second Quarter 2023 0 2 4 6 8 10 12 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestics by month 2019 Domestics by Month 2020 Domestics by Month 2021 Domestics by Month 2022 Domestics by Month 2023 Domestics by Month 0 1 2 3 4 5 6 7 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Domestic Assault by Month 2019 Domestic Assault by Month 2020 Domestic Assault by Month 2021 Domestic Assault by Month 2022 Domestic Assault by Month 2023 Domestic Assault by Month 240 0 5 10 15 20 25 30 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Mental Health by Month 2019 Mental Health by Month 2020 Mental Health by Month 2021 Mental Health by Month 2022 Mental Health by Month 2023 Mental Health by Month 0 10 20 30 40 50 60 70 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Fraud/Theft by Month 2019 Fraud/ Theft by Month 2020 Fraud/ Theft by Month 2021 Fraud/ Theft by Month 2022 Fraud/ Theft by Month 2023 Fraud/ Theft by Month 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 City Council Item July 24, 2023 Item Resolution 2023-XX: Consider a Request for Approval of a Metes and Bounds Subdivision at 2630 Orchard Lane File No.2023-17 Item No: G.1 Agenda Section PUBLIC HEARINGS Prepared By Bob Generous, Senior Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving a Metes and Bounds subdivision creating two single-family lots subject to the conditions of approval, and adopts the Findings of Fact and Decision." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The applicant is requesting a metes and bounds subdivision of his property to create two building sites. The city council may approve a metes and bounds subdivision of a lot into two lots if both resulting lots meet the minimum requirements of the zoning ordinance and abut a public or private street. To the extent possible, the new boundary line shall be parallel to a previously existing lot line. The city council shall hold a public hearing on the proposed subdivision. BACKGROUND Minnewashta Park was platted in 1887. The existing house was built in 1982. DISCUSSION 258 The applicant is requesting splitting a 1.79-acre parcel zoned Single-Family Residential and guided for Residential Low-Density development into two lots. The minimum lot area and dimensions for both proposed parcels exceed the city’s zoning code requirement. City sewer and water are available to the property. The site is accessed via Orchard Lane. BUDGET RECOMMENDATION Staff recommends that City Council approve the metes and bounds subdivision to allow the construction of a single-family home subject to the conditions of approval and adopt the Findings of Fact and Decision. ATTACHMENTS Resolution Findings of Fact and Decision Staff Report Supporting Documents Application for Development Review Public Hearing Notice 259 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: July 24, 2023 RESOLUTION NO: 2023-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING A METES AND BOUNDS SUBDIVISION RICHARD J. BROWN, 2630 ORCHARD LANE WHEREAS, Richard J. Brown has requested approval of a metes and bounds subdivision creating two single-family lots on property in Chanhassen described as follows: Lot 4, Minnewashta Park, Carver County, Minnesota PID 255150030 WHEREAS, the property is guided for Residential Low-Density use; and WHEREAS, the property is zoned Single-Family Residential District, RSF; and WHEREAS, the proposed metes and bounds subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed metes and bounds subdivision adequately provides for water supply, storm drainage, sewage disposal, streets, erosion control, and all other improvements required by the city; and WHEREAS, the proposed metes and bounds subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning Ordinance. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves a metes and bounds subdivision consisting of two tracts, Parcels A and B, subject to the following conditions of approval: 1. A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. 2. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review. 3. A building permit must be obtained before beginning any construction. 4. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer, and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 260 2 5. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. 6. Public drainage and utility easements shall be recorded prior to, or concurrently with, the recording of the subdivision in accordance with the Proposed Property Division plan drafted by Advance Survey and Engineering Company, dated November 8, 2021. 7. The development fees associated with this subdivision shall be paid prior to the recording of the subdivision. Fees are based on rates in effect at the time of recordation, and for 2023 they total $25,232.00 and are enumerated as such: a. Partial hookup fees: a Water Hook-Up of $2,652.00 and a Sewer Hook-Up of $715.00 b. Surface water development fee: $16,065.00 c. Park dedication fee: $5,800.00 8. Park Dedication fee in the amount of $5,800 shall be paid prior to recording the subdivision. 9. A minimum of one tree shall be planted in the front yard of Parcel B. BE IT ALSO RESOLVED that the City Council adopts the Findings of Fact and Decision. PASSED AND ADOPTED by the Chanhassen City Council this 24th day of July 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 261 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Richard J. Brown for Subdivision approval. On July 24, 2023, the Chanhassen City Council met at its regularly scheduled meeting to consider the application of Richard J. Brown for approval of a metes and bounds subdivision of property into two lots. The City Council conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The City Council heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single-Family Residential district, RSF. 2. The property is guided in the 2040 Comprehensive Land Use Plan for Residential Low Density uses. 3. The legal description of the property is: Lot 4, Minnewashta Park, Carver County, Minnesota. 4. 5. The Subdivision Ordinance directs the City Council to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinances; Finding:The proposed lots meet or exceed the minimum standards established by the Single Family Residential District. No conflicts were found between the zoning ordinance and the proposed subdivision. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's Comprehensive Plan; Finding:The proposed subdivision is consistent with the property’s guidance under the City’s 2040 Comprehensive Plan and aligns with following polices and goals: 1) Land Use: a. Create a mixture of development capable of providing a high quality of life and a reliable tax base; b. Encourage development within the MUSA; 262 2 c. Support low density residential development in appropriate areas of the community in such a manner as to maintain the aesthetic of existing single- family areas, and to create new neighborhoods of similar character and quality; and 2) Housing: a. Provide housing opportunities for all residents, consistent with the identified community goals; b. Housing development that respects the natural environment of the community while striving to accommodate the need for a variety of housing types and costs; c. and the city shall require development within the density range given by the Comprehensive Plan; No conflicts were found between the proposed subdivision and applicable city, county, and regional plans. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; Finding:The aforementioned physical characteristics of the site are conducive to residential low densitydevelopment. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control, and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; Finding:Public water and sewer services, as well as access to a public street, are present, and development is proposing erosion control, stormwater, and other improvements that meet the requirements of the City Code. e. The proposed subdivision will not cause significant environmental damage; Finding:The proposed subdivision is not expected to cause significant environmental damage. f. The proposed subdivision will not conflict with easements of record; and Finding:The proposed subdivision will not conflict with existing easements and the applicant will grant additional easement along the proposed lot lines and over the property’s wetland area. g. The proposed subdivision is not premature since adequate infrastructure is available. A subdivision is premature if any of the following exists: 1). Lack of adequate stormwater drainage. 263 3 Finding:The proposed stormwater Best Management Practices (BMPs) meet the requirements of the city code. 2). Lack of adequate roads. Finding:Access is provided by an existing public street. 3). Lack of adequate sanitary sewer systems. Finding:The property will be served by the city’s sanitary sewer system 4). Lack of adequate off-site public improvements or support systems. Finding:The proposed subdivision has access to adequate off-site public improvements and support system. 5.The planning report #2023-17 dated July 24, 2023, prepared by Robert Generous et al, is incorporated herein. DECISION The City Council approves the resolution approving the metes and bounds subdivision creating two single-family lots subject to the conditions of the planning report. ADOPTED by the Chanhassen City Council this 24 th day of July 2023. CHANHASSEN CITY COUNCIL BY:___________________________________ Its: Mayor g:\plan\2023 planning cases\23-17 2630 orchard lane metes & bounds lot split\findings of fact and decision 2630 orchard ln.docx 264 Application: Consider a request for a metes and bounds subdivision to create two lots and allow the construction of a single-family home. (Planning Case #2023-17) City Council Review Date: July 24, 2023, 2023 SUMMARY OF REQUEST: The applicant is requesting subdivision approval to create two lots. LOCATION:2630 Orchard Lane (Lot 4, Minnewashta Park) PID 255150030 APPLICANT:Richard Brown 2630 Orchard Lane Excelsior, MN 55331 PROPOSED MOTION: “The Chanhassen City Council approves the resolution for a metes and bounds subdivision creating two lots subject to the conditions of approval and adopt the attached Findings of Fact and Decision.” 265 Page 2 of 6 PRESENT ZONING:Single-Family Residential, RSF 2040 LAND USE PLAN:Residential – Low Density ACREAGE:1.79 acres (77,927 sq. ft.)DENSITY:1.12 units per acre LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a subdivision is limited to whether or not the proposed subdivision meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the subdivision. This is a quasi- judicial decision. PROPOSAL/SUMMARY The applicant is requesting the splitting of a 1.79 acre parcel zoned Single-Family Residential and guided for Residential Low Density development into two lots. The minimum lot area and dimensions for both proposed parcels exceed the requirement of the city’s zoning code. APPLICABLE REGULATIONS Chapter 18, Subdivision, Chapter 20, Article XXII, RSF Single-Family Residential District BACKGROUND Minnewashta Park was platted in 1887. The existing house was built in 1982. EXISTING CONDITIONS SITE CONSTRAINTS Environmental Protection Districts Bluff Creek corridor - This property is not located within the Bluff Creek Overlay District. Wetland Protection - There are no wetlands on the site. Bluff Protection - There are no bluffs on the property. Shoreland Management - The property is partially located within a shoreland protection district for Lake Minnewashta. 266 Page 3 of 6 Floodplain Overlay - This property is not within a floodplain adjacent to the lake. SUBDIVISION REVIEW The applicant is requesting a metes and bounds subdivision to create two lots. The lots are proposed to be served via Orchard Lane. Both the proposed lots meet the minimum area, width and depth requirements of the Zoning Ordinance. Parcel A contains an existing single-family home. Staff notes that the proposal is consistent with the Comprehensive Plan and the Zoning Ordinance. Approving the subdivision would create one additional buildable lot which would have access to a public street and municipal services. The proposed subdivision would establish new drainage and utility easements. The proposed amount of canopy cover preserved exceeds the minimum required by city code. 267 Page 4 of 6 EASEMENTS Drainage and utility easements shall be recorded along the new common property line. GRADING The applicant is proposing minimal grading for the proposed house on Parcel B. The preliminary grading plans indicate that drainage will be routed away from the proposed new housing pad as well as the existing home on Parcel A in accordance with City Ordinances. SANITARY SEWER AND WATER MAIN The proposed subdivision has access to adequate public sanitary and water service from the existing eight-inch PVC sanitary main and six-inch DIP water main within Orchard Lane right-of- way. As part of the street reconstruction project for Orchard Lane in 2022, the applicant paid to install additional water and sewer stubs to his property for the additional lot. SURFACE WATER MANAGEMENT FEES Section 4-30 of City Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. 268 Page 5 of 6 This fee will be applied to the entire subdivision. It is calculated as shown in the table below (these are the 2023 rates and are subject to change in 2024): Surface Water Development Fees Area (acres)Per Acre Fee Fee 1.75 $9,180 $16,065.00 ASSESSMENTS Water and sewer partial hookups are due at the time of recording of the subdivision. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. Based on the proposal the following fees will be collected prior to recording of the subdivision (these are 2023 rates and are subject to change in 2024): a) Partial hookup fees: a Water Hook-Up of $2,652 and a Sewer Hook-Up of $715.00 b) Surface water development fee: $16,065.00 c) Park dedication fee: $5,800.00 COMPLIANCE TABLE Setbacks: Front - 30 ft., Side - 10 ft., Rear - 30 ft. RECOMMENDATION Staff recommends that City Council approve the metes and bounds subdivision to allow the construction of a single-family home subject to the conditions of approval and adopt the attached Findings of Fact and Decision. 1. A building permit must be obtained prior to demolishing any structures on the site and before beginning any construction on the site. Area (sq. ft.) Frontage (ft.) Depth (ft.) Lot Cover Notes% impervious (sq. ft.)/ % pervious (sq. ft.) Code 15,000 90 125 25% (3,750 sq. ft.)/5% (750) Parcel A 48,818 214.8 307 25% (12,204) A portion of the lot is within the shoreland district and not allowed pervious pavers Parcel B 27,422 90.4 305 25% (6,855)/5% (1,371) Total 76,240 1.75 acres 269 Page 6 of 6 2. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 3. A building permit must be obtained before beginning any construction. 4. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 5. If any soil corrections are done on the property, a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. 6. Public drainage and utility easements shall be recorded prior to, or concurrently with, the recording of the subdivision in accordance with the Proposed Property Division plan drafted by Advance Survey and Engineering Company, dated November 8, 2021. 7. The development fees associated with this subdivision shall be paid prior to recording of the subdivision. Fees are based on rates in effect at the time of recordation and for 2023 they total $25,232.00, and are enumerated as such: a. Partial hookup fees: a Water Hook-Up of $2,652.00 and a Sewer Hook-Up of $715.00 b. Surface water development fee: $16,065.00 c. Park dedication fee: $5,800.00 8. Park Dedication fees in the amount of $5,800 shall be paid prior to recording the subdivision. 9. A minimum of one tree shall be planted in the front yard of Parcel B. ATTACHMENTS 1. Findings of Fact and Decision 2. Resolution 3. Development Review Application. 4. Narrative. 5. Plans 6. Affidavit of Mailing. 270 Advance $rw:twEEt!@,Co. ffimkrffi4ffimffirE@€daGlffinffii9JmDftfl T^Ui TO5@NffilmETSTnZr ffi WEMBER!,2@1 ouwtNc oRrENland t sc&E op40ffi: 1>.z-Y' CUENT /J@AOORESS RICHARD BROWN 2630 ORCIIARD LN. CHANHASSEN. MN sffiEOUG muE ffit&r g6ru LOTSPLITSURVET *E%2Xg ffiffi 2l I130 wP S1 9EE_l!!88 36&#.*HMb6!m (m{t, of tt ft. w. hE e Fwu a rE h tuiniBrfrvtu fdffiio *tutuml#mlt bftffi!* nq. Ultkkffiul.iEdi. kE 'm6ftryf,lt6ffiiEotlE 'rhE5iEmt hb{tui{@h. 6 qlcicd ri{!d e bcft of a {ffi & k my bc ai*i4 ffi d ok *uld h Bar.db.ffit lithmmilffi aqkdprplb$owqffitr r rfia r|l. (,E hn taEtr. DIAIN.AGE & |mM-E EASEMEM - P-{€ & rlr lqdEly, dy .d 'ety 5 fd d ft snHy l0 hd of tt folbsiry kib.d Fl: ld {. Mimr6lfi Pidq Cmn Cmty, Mi@ d(rF dr r*rly { n tuf [d dqr hi8finy. \;i DRANAGE & MN'E ENEMENN - PMGL B: Th. mina!. csEly Ed ?c*dy 5 fd rtd h snbctly folbwios desriH rcl: 'tu asly S ftd of l-d 4. H ( e6G.dy. Mh.s. acql [i!$qzy #S PREOP MYA'frS_PARGT A RRsr R@ (S-fl6) - 9s.@r@6FlWAnq - W.@ GSAG ftW - 96.50 arcE&6 \ ,S & CONYENTONS:dd. f@dEkiotueismld I 'GFtrO I amrctrcrcmwo I asremcrytuoera I pmowqEreErcv{ ESGJEIESTIruIIAIINmBl 6AC6. r.79ACES06:@.@A Fr) MMIEIET M ffBCI5M.O& FI MMIE3TEM CffUGE85,2$ EITEIEIIIALTIEIEdS.E@{ eo)rrE(.I 61 5,S.6$ CM @t mmllGMff&EgS.$SFr SMIMTE Im@WNTTIEE (:M 6WBGE 76 G ffiil:artrrE l@B . ,ffl a mol@ai - rcL a mffiffi ..D4.fr. AAg A.QA-d- frffi lr.a I -=,_L-*--EWEEffiffii 6E &EffirutffilF6r&aldmDrrrffitfu Emer td(Grur$aff ffi ,Hl t{ Ets:s @ffsr{ffi ffirr&rElffi@* 'Gffi,&ruIf.fffir! *tdtH,E --& /_ y'* c;i ,( PARC!:L i )\/ .-i;r (y! / ',(."1"' € t ,' .:?'.:.::.*r.. : : ../ .., l. ,,, Sa/.fl' 27'+P- 4' \ a**\ ; ],(d i i )r+' I sf.t.rz \_ taa{a \ I I I I 1 l -' - !- \' ( f4-\ (a f *+ lPIECEI .t- ai.t I 0tl -ra ikri t, \1\i Gr\ -- -'-7.'-.-Clw- !l ...\. f, (e" frit"\ '.:: _-0-,_i t\; \.(0; ,'@. I /\ -_I*l ..r...... u/ i \ ls u E*il_ )g- I {, IT n I ,* t... rlt; I t I t I I II 271 Advance SuMying d Ervi@titp, Co. LECAL DESCRIMION OF ORIGINAL PARCEL: Lor l. MiN.wSE P.tk CNc.CMry, Mims., cxcq higtwly. PROPOSED LEGAL DHCRImloN OF PARCELAi Lor 4, Minncwsho P!&, CaN.( Cou.ty, MinreE. crccnr rh.6r.ily e0 ft thd€of ud.xcqr bighmy. PROPOSED LEOAL DESCRIFTION OF PARCEL B: Th. €srcily 90 f.d of Lot 4, Minn.wNhtr P!*. C!flcr County, Minncsoh. crcQr hidwry SCOPEOF WOK & LMIANONS: L Shoeins dc t.a8h d didiod of bu&ry lin6 of fr. 1.8!l .bo!€. ftc $oF of N wics dG not imlu& you own. whch is r lqd to.n€.. Plcu. ch.ck fris 93503 E,f oMwN6 oREfrAnONt SCIE A, 'f- r icx t 20FEEI 0 t0' {'FtrFEI=-I \;r I @ 1 - 2il22 CUEM/JOB AOORESS RICIIARD BROWN 2630 ORCHARD LN. CHANHASSEN MN _-1-l I Hr" is" SUFffDOAE: AUGUST 2. h21 !E1EIE9.-0AIEi NOWUBER a 2@t 0 SBEELI!!]E LOTSPLITSURWY ------/' E@ w22Xg ORAWNG NUMBER 211130W SbwinS .ldrtiotrq on fic rilc !r kl.crcd lcrimi ro givc sft DRAINACE & UTILITYE USEMENTS. PARCELA: Thc oo&dy, c*dy sd rerty 5 fd {d tu @tcdy l0 fcd of Uc fouo*ing krihd rel: bt 4, MtuS6 M. Cffir Couty, Mims6. scet 6€ .srdly S ft ddof md .rcei highmy. DRAINAGE & UTILTYE EASEil(ENTS . P^RCEL B: Th. nodh.dy, a3bdy and wcar.ily 5 fet ind rh.3ourh.rly l0 fet of the followinS d&rib.d p0Glr ft€ astsly 90 fcr ol h 4. Mhn w*ra Park, C6q Couty. Mimgoq cxqi hidway. for U. on thk suNcy. Usc rhit &nchm!* lnd chcck d l6t on. fcrrft shoM on tha ddmioitrg 06.r h$ b.cn cohplqcd wilhout rhc b.ncfir of . clJlmr rirl€ Thcro m.y k cilting cdcmcnts or oihcr thrl *ould k il.rl.d by i dftni iitl. commih..r.$s PRW ATANilS-PAR@ E Mf tuw(ffi-n@)- tu@@ qwAw - ra@B.gflrnffi- m.@WA6 il& - M.hlhc lcgal lny m!nc6 ol rccor( sh & itrclu&d o d. s6'.y hivc ben2. Shwh8 6c lcllion of obsrud cxislin8 improv.m.nb w. &m ncRsry for th. sry.3. Sctirg sq d.R or vsi&in8 qisrilt swq d.6 b I ! .shblish 6. com6 ofrh. 4 Eri3lnS buildin8 dimc.sions 5.Showing ed mbul.ting impcrvios sdicc covcmg. of hc bl fo. you u,i€w ud 61 6€ flicw of such Sovcm.nol !8dcid tut miy hav. junsdicrion ov6 rhccc rcquircmmG to v.nry ihry m coGil, sosn hfoE pmcedins wi&oBtuction. !@ tu..*ffidft s.dd(ddm-dnEdlId drtubh-dUdbdUt@d s& ffiryE'dhd $vryu dk dd trin etr'd'n A trIl'|q croi!M'6ilMnilbdidrd @Fdroeard:.dLr!dl 6rdda@ ilkF fdh & rE d&ibddrktutr lm*r.dlak&.lGdb'tfd@.@i, rySM{ild.irh,tddqilturirdtdddao-str!rib rddffitu *d{@{rb.btffia6lrd@ (d!*dldl*Fffiil{9mH rbE@d irrF6 tr rb ''di4i.r@ffiMmdtusri.rk r cueilr d@ l* 'kakdddrE r u'tuilEg! rid hdori(@d. (' N z I @. h$nrerlki.sh@.huc6'.10t tu odr bdd6ltdqne &ffi..eh6er&&Nbr.hB dEd6u/rdM.fll@hu'rM !Ir i !d k rdrdtffi4dil Bnh ^ 6it*Grb&Jdibt-!a@r@.r .d,@hrkos!flErndi@h F!E'n*qd@e:FF.@rydd!Gtuhr(dl!&> =-r-^r|r*.dsft[EidrdRffiE6drrd@il rrdi. ld Jid :d ds- rr*.ktfu sd&d.qfinb,.ld&lyd'arinnrrhbB@!ildykd lfs.&thdil&rBdb.d ElR4&&rhd.reB MdrrfiIbddbJltr.e'iq6l&a,M CI .d6&Glfu's. Fmrrqelk ii6ft ditB-ktudddl kdM.ddfrktrr-Efui bs&*. ftr& tr,idffidftil d.tn&l&6 riffil@orr@HMrb:Irr r'd N,Ifury.@*FYMKI &tu&.llddnddlElrd& dd4flbfrdu{k !!.SIM-IlE!!eE!-:-ll8!!u sE6 Lot @i& EIlSttG ll@t - a&€L I daEt slBY t,6t 9. fl. TOTI ErtSTtE XMi r,N $. ff, mtr @ rd 21t22 &. FT. LOI CWERkE 0.6 lrc !,sra 9. F.mT s@ru t2l s. f,.ril r iao 16 s. B. ,irvsY r,@. s. fl. tfrl hffi6 frffit a.r6 &. f,. MEA S Lfr 21t442 S. ft. Ld @rEE 17..r \.\L!IIIM{ TCEI&!!t hfi{dtkbcr.l@unhd.dirdddr'rbih"iryillbhFOry.r6-h.Et @ffibtunrdn6Nrk h !rEildtddBb@d drEe!d E.ddd@ryn in.lffihdf(srrr o&d 66d&Jn@ordFra!is Ciik &rr m'd$ En'w tu'S1 1 1@ I I I I I I I II l t l 272 Building Sketch (Page - 1) Borrower N/A Property Address 2630 Orchard Ln City Excelsior County 6srvg1 state MN zip code 55331 Lender/Client FHA 5'? 34'5'40' t4' ul t2' 22', 2 Car Garage ! Nq oN o6' n,N ! t4'6 q6' 74 48' Iul 6, 0qooN ul 8 Second Floor Bedroom Bedroom BathBath Bedroom Bedroom qoverffborcta Dining area First Floor Kitchen Bath (half) 6sa 8', Living Entrance "'" Bedroom Laundry ^\o^n, oA '%o '"% Patio Work Shop Game Room Family Bedroom Basement Bath?.r 74', 13' ul 22' 273 Buildins Sketch (Pase - 2) Borrower N/A Propefi Address 2630 Orchard Ln City Excelsior County Carver State IMN Zip Code 55331 Lender/Client FHA TOTAL Sketch by a la mode, inc. Ljncovered Patio Covered Porch 2 Car Garage Covered Deck Unfinished Basement Basement Area Calculations 140 Sq ft 56Sqft 396 Sq ft 96Sqft 166 Sq ft 1191 Sq ft 0.5x3x3 0.5x3x3 6x3 0.5x2x2 0.5x2xz 5x2 48x17 40x8 26x4 = 4.5 = 4.5 =18 =2 =2 =10 = 816 = 320 = 104 1281 Sq ftFirst Floor 1140 Sq ftSecond Floor Total Area 25xt4 14x29 1?x32 = 350 = 406 = 384 14x10 =140 78x22 = 396 4xl4 = 56 12x8 = 96 13x7 = 91 l2x4 = 48 6x3 = 18 0.5x3x3=4.5 0.5x3x3= 4.5 15x6 14x11 73x7 17x8 18x40 =90 = 154 =91 = 136 = 720 2421 Sq ft 274 $2Q9 COMM UNITY DEVELOPMENT DEPARTM ENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952)227-1100 / Fax: (952)227-1110 CITY OT CIIAI{HASSII'I HJ#,APPLICATION FOR DEVELOPMENT REVIEW PC Date: _ CC Date:6GDay Review Date: _Submiftal Date: Section 1 ication Type (check allthat apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) E Comprehensive Plan Amendment............ E Minor MUSA line for failing on-site sewers... fl Conditional Use Permit (CUP) E Single-Family Residence. E ggooivision (sUB) trtr Create 3 lots or less Create over 3 lots .$600 + $15(_ lots)Rtr Metes & Bounds (2 lots) Consolidate Lots Lot Line Adjustment.. FinalPlat..... (lncludes $450 escrow for attorney costs)* .Additional escrow may be required for other applications E eltothers......... ! lnterim Use Permit (lUP) $325 $425 tr!ln conjunction with Single-Family Residence.. $325 All Others.... ............. $425 trtr Administrative .......... $100 Commercial/lndustrial Districts"$50o $600 $100 through the development confact. $750 ! Vacation of Easements/Right-of-way (VAC)........ $300 $100 (Additional recording fees may apply) E Sign Plan Review ...........$150 E Site Plan Review (SPR) n WettanO Alteration Permit (WAP) trtr Single-Fam ily Residence AllOthers.... ..$300 per lot ..$300 ,. $150 ,.$150 ..$700 $1 50 $275 $100 $500 M, Ei- Plus $10 per 1,000 square feet of building area:(_ thousand square feet) *lnclude number of g1g!49 employees: 'lnclude number of ryemployees:! Residential Districts $500 Plus $5 per dwelling unit (_ units) Notification Sign (city to install and remove) Property Owners' List within 500' (city to generate after pre-application meeting) ! Zoning Appeal........ ! Zoning Ordinance Amendment (ZOA) p[!: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application, appry).......... 5.1- E lnterim Use Permit El Variance fl Easements (- easements) '4 x $3 per address addresses $50 per docum ent[l Escrow for Recording Documents (check all that n Conditional Use Permit E Vacation E Metes & Bounds Subdivision (3 docs.) nntr Site Plan Agreement Wetland Alteration Permit Deeds TOTAL FEE: Section 2: Required Information Description of Proposal: Property Parcel #: Address or Location L A dR TotalAcreage: Present Zoning Present Land Use Desig nation: fg!"C O19 " "r? ,-[ Ty't wetands Present? . Select Onf Y(L,-l flyes N" Requested Zoning Select One Requested Land Use Designation:Select One Existing Use of Property:Rn S ,[-ua^elr <-t nCne* box if separate narrative is attached )2D t*l dD <- Legal Description: 275 Section 3: Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additionalfees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any aulhorization to proceed with the study. lcertify that the information and exhibits submitted are true and correct. Name:Contact: Phone:Address: City/State/Zip: Email: Signature PROPERTY OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the Cell: Fax: Date study- I Name: certifvr)' l( tr,,h *rcL"J1 r(KJN that the information and exhibits submitted are true and correct. Contact: Address: City/State/Zip: Email: Signature: PROJECT ENGINEER (if applicable) Name: 3 Cell: Fax: bt2-fn+*3bL7- N[0il< Date:/l-/4-ZZ- Address: Contact Phone: City/State/Zip: Email: Cell: Fax: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before flling this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. Who should receive copies of staff reports?*Other Contact lnformation: E Property owner Via: E Email E Applicant Via: E EmailE Engineer Via: E Email E other. Via: E Email E Maited Paper copy ! rr/laiteo Paper copy E Maileo Paper copy E rrilaiteo Paper Copy Name: Address: City/State/Zip: Email: INSTRUCTIONS TO APPLICANT: Com plete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM Ph^'o - Section 4: Notification lnformation 276 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2023-17 NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, July 24, 2023 at 7:00 p.m. The purpose of this hearing is to consider a request for approval of a Metes and Bounds subdivision of 1.79 acres into two single-family lots for property located at 2630 Orchard Lane. Zoned Single-Family Residential (RSF). Applicant/Owner: Richard Brown. A plan showing the location of the proposal is available for public review on the city’s website at www.chanhassenmn/ProposedDevelopments. All interested persons are invited to express their opinions with respect to this proposal. Bob Generous, AICP Senior Planner Email: bgenerous@chanhassenmn.gov Phone: 952-227-1131 (Publish in the Chanhassen Villager on July 13, 2023) g:\plan\2023 planning cases\23-17 2630 orchard lane metes & bounds lot split\ph notice to villager 2630 orchard lane.docx 277 City Council Item July 24, 2023 Item Resolution 2023-XX: Consider a Request for an Amendment to the 2040 Comprehensive Plan Land Use Map from Residential - Large Lot (2.5-acre minimum) to Residential - Low Density (net density 1.2-4 units per acre) on property located at 7750 Crimson Bay Road File No.2023-12 Item No: H.1 Agenda Section GENERAL BUSINESS Prepared By Bob Generous, Senior Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution amending the 2040 Comprehensive Plan Land Use Map from Residential - Large Lot to Residential - Low Density for Lot 1, Block 1, Crimson Bay, Carver County, Minnesota." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The applicant is requesting a land use map amendment for her property in the Crimson Bay development from Residential - Large Lot to Residential - Low Density. BACKGROUND Prior to the development of the Crimson Bay subdivision, a farmstead house was located just west of the Crimson Bay connection to Highway 5 on the western side of Lot 1, Block 1, Crimson Bay. On October 5, 1987, the city approved the final plat for the Crimson Bay subdivision (Sub. #87-12) and a Comprehensive Plan land use plan amendment from Parks and Open Space to Residential – Low 278 Density for the subject property. In the 2020 Comprehensive Plan update and subsequent comprehensive plan updates, Crimson Bay was shown on the land use map as Residential – Large Lot, possibly due to the Rural Residential zoning of the property. On June 20, 2023, the Planning Commission voted 5 - 0 to recommend approval of the land use amendment for 7750 Crimson Bay Road. The amendment was sent to the abutting jurisdictions for jurisdiction review on May 23, 2023. The city has not received any negative comments on the amendment. DISCUSSION Initially, staff had looked at amending the entire Crimson Bay development from Residential Large Lot to Residential Low Density. We were under the impression that at least two other members of the neighborhood were supportive of the change. However, at the public hearing, it was clarified that the neighbors were supportive of allowing Ms. Hanson to subdivide her property, which would require a land use map amendment, but they did not want to change their own land uses at this time. Staff would be supportive if in the future those property owners also desired to amend their own land uses. BUDGET RECOMMENDATION Staff recommends adoption of the resolution approving the land use amendment from Residential Large Lot to Residential Low Density for Lot 1, Block 1, Crimson Bay, Carver County, Minnesota. ATTACHMENTS Resolution Planning Commission Staff Report Applicant Narrative Application for Development Review Affidavit of Mailing 2040 Comprehensive Plan Amendment June 20, 2023 Planning Commission Mintues 279 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: July 24, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING AMENDMENTS TO THE CITY OF CHANHASSEN 2040 COMPREHENSIVE PLAN LAND USE CHAPTER – LAND USE AMENDMENT FOR CRIMSON BAY WHEREAS, the City of Chanhassen adopted the 2040 Comprehensive Plan on February 10, 2020; and WHEREAS, the Planning Commission held a public hearing on June 20, 2023, to review amendments to the 2040 Comprehensive Plan to amend the land use map for Crimson Bay; and WHEREAS, the Planning Commission voted on June 20, 2023, to recommend that the City Council adopt the amendments to the 2040 Comprehensive Plan, Land Use Map, to revise the land use for Lot 1, Block 1, Crimson Bay, Carver County, Minnesota, from Residential Large Lot to Residential Low Density; and WHEREAS, the proposed amendments have been submitted for jurisdictional review on May 23, 2023, and have not had any negative comments; and WHEREAS, the proposed amendments are minor in nature and re-guide 2.84 acres of land from Residential Large Lot to Residential Low Density. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council approves the amendments to Chapter 2, Land Use, Figures 2- 6, Land Use in 10-Year increments, Figure 2-8, 2020 – 2040 Land Use Comparison, and Figure 2-10, 2040 Land Use Map, of the 2040 Comprehensive Plan contingent upon Metropolitan Council review. PASSED AND ADOPTED by the Chanhassen City Council this 24 th day of July, 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 280 Application: Comprehensive Plan Amendment 7620-7750 Crimson Bay Road (2023-12) Planning Commission Review Date:June 20, 2023 City Council Review Date: July 24, 2023 SUMMARY OF REQUEST: The applicant is requesting a land use map amendment for the Crimson Bay development from Residential - Large Lot to Residential - Low Density. LOCATION:7620 – 7750 Crimson Bay Road APPLICANT:Darlene Hanson Mary Hageman Rose Mastricola 7750 Crimson Bay Rd 7660 Crimson Bay Rd 7640 Crimson Bay Rd Chaska, MN 55318 Chaska, MN 55318 Chaska, MN 55318 PROPOSED MOTION: “The Chanhassen Planning Commission recommends City Council approve amending the 2040 Comprehensive Plan Land Use Map from Residential - Large Lot to Residential - Low Density for the Crimson Bay development. 281 Page 2 of 7 PRESENT ZONING:Rural Residential District, RR 2040 LAND USE PLAN:Residential - Large Lot ACREAGE:10.68 acres DENSITY:NA LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a relatively high level of discretion in approving Comprehensive Plan Land Use Map Amendments because the city is acting in its legislative or policy-making capacity. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting a land use map amendment from Residential - Large Lot to Residential - Low Density. APPLICABLE REGULATIONS The city has a relatively high level of discretion in approving Comprehensive Plan amendments because the city is acting in its legislative or policy-making capacity. The city has sent the Land Use Map amendment to surrounding jurisdictions on May 23, 2023, pursuant to Metropolitan Council requirements. The 60-day review period will end July 22, 2023. To date, there have been no comments or objections to the proposed amendment. BACKGROUND Prior to the development of the Crimson Bay subdivision, a farmstead house was located just west of the Crimson Bay connection to Highway 5 on the western side of Lot 1, Block 1, Crimson Bay. On October 5, 1987, the city approved the final plat for the Crimson Bay subdivision (Sub. #87-12) and a Comprehensive Plan land use plan amendment from Parks and Open Space to Residential – Low Density for the subject property. Large-lot residential developments are intended to have a rural character and are subject to 2.5-acre minimum lot size. The city saw a proliferation of large-lot residential subdivisions in 1987 as developers rushed to subdivide before the current one unit per ten-acre limit came into effect: Crimson 282 Page 3 of 7 Bay, Deerbrook Addition, Halla Great Plains Addition, Lake Lucy Highlands, Lake Riley Highlands, Lake Riley Woods, and Timberwood Estates. In the 2020 Comprehensive Plan update and subsequent comprehensive plan updates, Crimson Bay was shown on the land use map as Residential – Large Lot, possibly due to the Rural Residential zoning of the property. EXISTING CONDITIONS SITE CONSTRAINTS Environmental Protection Districts Bluff Creek corridor - This property is not located within the Bluff Creek Overlay District. Wetland Protection - There are wetlands located adjacent to Lake Minnewashta and along the stream to Lake Minnewashta. Any proposed development should not impact these wetlands. Bluff Protection - There are no bluffs on the property. There are areas of steep slopes, but they do not meet the definition of a bluff. Shoreland Management - The property is located within a shoreland protection district for Lake Minnewashta. Floodplain Overlay - This property is within a floodplain adjacent to the lake. ANALYSIS The impetus for the land use map amendment is the proposed Crimson Bay Road project and the extension of sewer and water services. Section 2.13.2 of the 2040 Comprehensive Plan discusses the possible extension of urban services to properties serviced by on-site sewage disposal systems. In these instances, it is the city’s policy to review land use and zoning changes on an area-wide basis. In this case, three of the five property owners on Crimson Bay Road have requested that the land use be changed to Residential – Low Density. The existing zoning of the property, Rural Residential District, RR, is consistent with the land use designation of the property, Residential - Large Lot. Should the city approve the land use amendment to Residential – Low Density, the comprehensive plan allows less intensive land uses to remain in place. However, any approval by the city for subsequent development of the property must be consistent with the comprehensive plan and would need to meet the regulations in the city’s zoning and subdivision ordinance. The proposed land use map amendment would potentially permit the further subdivision of the properties along Crimson Bay Road. Preliminary review of the parcels shows a potential for an 283 Page 4 of 7 additional five building sites. However, any future development would need to meet the standards in City Code. Approval of the proposed land use map amendment would revise the following figures to maintain internal consistency: Figure 2-6, Land Use in 10-Year increments, by changing developed Low Density in 2030 to 4,469 and in 2040 to 4,728 with a change from 2015 – 2040 of 899 and decrease Large Lot in 2030 and 2040 to 922 with a change from 2015 – 2040 of negative 28; Figure 2-8, 2020- 2040 Land Use Comparisons change Residential Large Lot in 2030 and 2040 to 922 and change Residential Low Density in 2030 and 2040 to 4,728; and Figure 2-10, 2040 Land Use Map revise the Land Use Map. SURROUNDING LAND USE AND USES North is guided for Residential - Low Density uses and contains single-family homes on property zoned Single-Family Residential District, RSF. East is guided for Public/Semi Public uses for the Minnesota Landscape Arboretum and is zoned Rural Residential District, RR. West is Lake Minnewashta and additional land guided for Residential -Low Density uses and zoned Single- Family Residential District, RSF. South is Highway 5 and the Minnesota Landscape Arboretum guided Public/Semi Public and zoned Agricultural Estate District, A-2. LAND USE - ZONING CONSISTENCY The following zoning districts are consistent with a Residential – Large Lot land use: Agricultural Estate District, A-2; and Rural Residential District, RR. The following zoning districts are consistent with a Residential - Low Density land use: Single-Family Residential District, RSF; Mixed Low Density Residential District, R-4; Residential Low and Medium Density Residential District, RLM; and Planned Unit Development – Residential, PUD-R. COMPREHENSIVE PLAN GOALS AND POLICIES The proposed amendment from Residential – Large Lot to Residential – Low density assists in the furtherance of the following land use goals and policies of the City of Chanhassen Comprehensive Plan: 284 Page 5 of 7 Development will be encouraged within the MUSA line. The plan should seek to establish sufficient land to provide a full range of housing opportunities. Development should be phased in accordance with the ability of the city to provide services. Support low-density residential development in appropriate areas of the community in such a manner as to maintain the aesthetics of existing single-family areas, and to create new neighborhoods of similar character and quality. Designate sufficient land to provide for a wide spectrum of housing. The proposed amendment assists in the furtherance of the following housing goals and policies of the City of Chanhassen Comprehensive Plan: A balanced housing supply with housing available for people of all income levels. A variety of housing types for people in all stages of the life-cycle. MUNICIPAL (URBAN) SERVICES - SANITARY SEWER AND WATER Trunk Highway 5 (TH 5) is planned for expansion as identified by the TH 5 Corridor Study and the Arboretum Area Transportation Plan. Prior to this expansion, the City of Chanhassen will be addressing deficiencies to Crimson Bay Road as identified in the 2030 and 2040 Comprehensive Plans. Currently, the Crimson Bay neighborhood has only one means of egress/ingress located off TH 5 with no connection to Dogwood Road to the north. Due to heavy traffic volumes associated with the highway, particularly during peak hours, left turning movements in this area are difficult and can be unsafe. The Crimson Bay Road project, or City Project #23-02, is anticipated to begin construction in 2024 and will improve safety and access for the residents that live off Crimson Bay Road by making the connection to Dogwood Drive and restricting access to TH 5 to only emergency and maintenance access. Additional improvements with the Crimson Bay Road project include extending municipal sanitary sewer and water services (i.e. urban services) from the north, which were stubbed with the Arbors 2nd Addition subdivision for the Crimson Bay neighborhood. To supply sanitary service to the neighborhood, a lift station will be required due to the existing topography of the area. This municipal sanitary sewer system will provide adequate service to the neighborhood for the life of the system. Lastly, in order to supply water service to the neighborhood the water main will be extended, which will complete the water main loop in the area from Dogwood Road to TH 5. This will provide adequate water service and fire protection to the neighborhood for the life of the system. The improvements associated with the Crimson Bay Road project are shown below. 285 Page 6 of 7 286 Page 7 of 7 RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the land use map amendment from Residential – Large Lot to Residential – Low Density for Crimson Bay. REQUIRED PLANNING DEPARTMENT CORRECTIONS TO PLAN SET: 1. None ATTACHMENTS 1. Development Review Application. 2. Narrative. 3. Affidavit of Mailing. 287 - /{- ;LDx ob 7D. 8 ll li 288 ?, %N+ 7 \4-'u-Q .r,.4 '. -e-4e=.) &.- {h-;* \ Q ( 6---<_, \)-/4-- V/- 7\E Ea &)2 &.- +289 T ) 290 I 291 -12 Section 1: Application Type (check al! that apply) 60-Day Review Date: (Refer to the appropiate Application Checklist for required submittal information that must accompany this application) p CorRr"hensive Plan Amendment......... $600 I E Subdivision (SUB) E Create 3 lots or less f] Create over 3 lots...n Conditional Use Permit (CUP) E Single-Family Residence ..... n Rttothers........ E lnterim Use Permit (lUP) I Rezoning (REZ) I Planned Unit Development (PUD). I Minor Amendment to existing PUD f] tn conjunction with Single-Family Residence..$325 E ntothers.......... $500 fl Rdministrative Subd. (Line Adjustment)..........$150 ! final P1s1+ $15 per lot $700**(lncludes $450 escrow for attorney costs).Additional escrow may be required for other applications through the development contract. E Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ...... ...$150 E Variance (VAR).....$200 $1 00 $500 E Wetland Alteration Permit (WAP) E Single-Family Residence......E Atothers E Appeal of Administrative Decision............... ! Zoning Ordinance Amendment (ZOA)........ ... $200 o $ per document Site Plan Agreement - $85 Vacation - $85 Deeds - $100 TOTAL FEE: $325 $500 $750 $1 00 $500 ! tvtetes & Bounds (2 lots). E Consolidate Lots............. $500 ......$1000 + $15 per $300 $150 ..... $150 ..... $27s ..... $200 ..... $500 (_ lots) E Att others.............. E Sign Plan Review E Site Plan Review (SPR) I Rdministrative E Commercial/lndustrial Districts*...... Plus $10 per 1 ,000 square feet of building area: (_ thousand square feet) *lnclude number of existinq employees:*lnclude number of 4eg employees: N F ! Residential Districts $500 Plus $5 per dwelling unit units) NO[!: When multiple applications are processed concurrenily, the appropriate fee shall be charged for each application. Notification Sign lcity to install and remove) .. Property Owners' List within 500' lcity to generate after pre-application meeting) .... DC;J dresses) E Escrow for Recording Documents (check allthat apply)......... E Conditional Use Permit - $50 E lnterim Use Permit $50 tr E Wetland Alteration Permit - $50 E Easements ( easements)$85 tr E Variance - $50 fltvtetes & Bounds Sub (2 deeds) $250 n COMMUNITY DEVELOPMENT DEPARTMENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147 , Chanhassen, MN 55317 Phone: (952)227-1100 / Fax: (952)227-1110 *crTYorcuAtlttAssrtt APPLICATION FOR DEVELOPMENT REVIEW Section 2 uired lnformation Description of Proposal Property Address or Location Parcel#: TotalAcreage: Present Zoning Present Land Use Designation Existing Use of Property: Check box if separate narrative is O Legal Description Wetlands Present? E Yes E tlo Requested Zoning Land Use nation:rr submiftar ,^r", hltql>\ pcDate: (f/ZO/,13 ccDate: -lli,alll 292 Section 3: Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legalcapacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name Contact: Phone:Address: City/State/Zip: Email: Cell: Fax: Signature Date: PROPERTY OWNER: ln signing this application, l, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I Name: City/State/Zip that the info n d bmitted are true and correct. Fax: btz ta*t* obvT- E S ig Mb PROJECT ENGINEER (if applicable) Name: Address: Contact: Phone: City/State/Zip Email: Cell: Fax: in full and be typewritten or clearly printed and must be accompanied by all applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This application must be compl information and plans required Section 4: Notification !nformation Who should receive copies of staff reports?*Other Contact lnformation : ! Property Owner Emai Name:Applicant Email Address Engineer Email City/State/Zip Other*Email Email INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 293 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on June 8, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to consider a request for an amendment to the 2040 Comprehensive Plan Land Use Map for properties guided as Residential Large Lot to Residential Low Density. Property located at 7620-7750 Crimson Bay Road, Applicant: Darlene Hanson, et al to the persons named on attached Exhibit "A", bY enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the rurmes and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this / day of 2023 Public JENNIFER ANN POTTER Notary Public-Minnesota City My Commission Expires Jan 31, 2027 294 Subject Parcels Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various caty, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's acc€ss or use of dala orovided. Oisclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data Drovided. (Tax_nameD <Tax_add_!l> <Tax_add_12> << Next Record ><Tax_nameD <Tax_add_!l> <Tax_add_!2r i( Subject Parcels t Ir' ttr]r I : a ,q,- F t {rat E.L. t)t I T F' 295 Notice of Public Hearing Chanhassen Planni Commission Date & Time::00uneJ2at0236Tuesday20,This notp.m startmayhearing lateruntil theln theon order of theLocation:HallCouncil 7700 Market Blvd. Proposal: a request for an amendment to the 2040Consider Com Planlve Landprehens U SE for ASMappropertiesguided Res dential toLot ResidentialLarge Low Dens itv Property atlocated 77620-507 Crimson Road. nUOwner:A Darlene Hanson, et al Property Location: 7620-7750 Crimson Bay Road is on the reverse side ofthis notice.A Iocation What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps:l. Staff will give an overview of the proposed project. 2,. The applicant will present plans on the project.- 3. Comments are received from the public.4. Public hearing is closed and the planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city's proposed development webpage at: . lf you wish to talk to someone about this projecffiease contact Bob Generous by email at bgenerous@chanhasienmn.gov or by phone at 952-227-l l3l. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff willprovide copies to the planning commission, The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive emair updates about this or other projects. Go to, City Notice of Pu Chanhassen Plan blic Hearing Commission Meetin Date & Time June 6atTuesday :00 This2023,p.m nothearingmay untilstart lnlater the on oforder theLocation:Hall Council 7700 Market Blvd.C Proposal: a request for an amendment to the 2040Consider guidedproperties Low Density ocated J'at 77620-50 Crim son Road icanUOwner:Darlene Hanson, et al Propefi Location Crimson0-762 577 0 B Roaday A ls theonlocation sidereverse of this notice. What Happens at the Meeting: hearing lowing The thisofpurpose toISpublic nform abouthearing theyou toand ,btainoapplicant's request from theinput thisaboutneighborhood theproject.theDuringmeeting, wlChair thelead licpub folthethrough steps hearing Planning Staff will an ofovervlewgrve the proposed project. The2.wt onapplicant the ect.present plans proj 3 mentsCom are rece ived from the public. Public4.is closed theand Commission ISCUSSESd the Questions & Comments: view project documents before the meeting, please visit ciqr's proposed development webpage at: . Ifyou wish to talk to someone about this projec.t+lease contact Bob Generous by email at bgenerous@chanhassenmn.gov or by phone at952-227-ll3l. If you choose to srUrit *ritten comments, please send one copy to staff in advance of the To the Commiss m Staff willeeting toprovide thecoples Planning Thelon.staff for this itemreport will be vaila ble lneonl at the S &city Agendas Minutes thewebpage to theprior Comm lsslonThursdayPlanning meeting sign up to receive emair updates about this or other projects. Go to h ttps : //www. ch a n h a s se n m n . q ov/i-wa n t-to/s u bsc ri be Procedure: 20, Comprehensive Plan Land Use Map for as Residential Large Lot to Residential 296 Tax name REGENTS OF THE UNIV OF MINN MELISSA HERBST SCHIENA DARLENE J HANSON ROB M & CALI LOLSON MARY M HAGEMAN ROSE MARIE MASTRICOLA PAUL GREGORY & MARY S SUMNERS THE ARBORS HOMEOWNERS' ASSOCIATION CHARLES H NEWELL III PAUL HOLLIS ROBERT DU FF ASHLEY SCHLUENDER JASON CHRISTENSEN SCOTT J AINSLIE PERRY K PLEDGER JEFFREY A FRANKE CHARLES H NEWELL III BRIAN D GARSHELIS JOE BILLER DEREK GEARMAN Tax add 11 319 15TH AVE SE 424 4508 BRUCE AVE 7750 CRIMSON BAY RD 77OO CRIMSON BAY RD 11OO PARKVIEW CT 7540 CRIMSON BAY RD 7620 CRIMSON BAY RD 7561 BEACON CT 7550 DOGWOOD RD 3321 W 78TH ST 3341 78TH ST W 7521 BEACON CT 3331 78TH ST W 3360 78TH ST W 3351 78TH ST W 7511 DOGWOOD RD 7550 DOGWOOD RD 7570 DOGWOOD RD 7580 DOGWOOD RD 12900 TECHNOLOGY DR #642 Tax add 12 MINNEAPOLIS, MN 55455. EDINA, MN 55424- CHASKA, MN 55318- cHASKA, MN 55318-9623 vtcToRtA, MN 55386-3716 CHASKA, MN 55318- cHASKA, MN 55318-9603 EXCELSIOR, MN 55331. EXCELSTOR, MN 55331-8053 EXCELSIOR, MN 55331- EXCELSIOR, MN 55331. EXCELSIOR, MN 55331- EXCELSTOR, MN 5533r.-8013 EXCELSTOR, MN 55331-4553 EXCEtStOR, MN 55331-4553 EXCELSTOR, MN 55331-8052 EXCELSTOR, MN 55331-8053 EXCELSTOR, MN 55331- EXCELSIOR, MN 55331- EDEN PRAIRIE, MN 55344- 297 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JUNE 20, 2023 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Perry Schwartz, Edward Goff, Steve Jobe. MEMBERS ABSENT: Kelsey Alto, Ryan Soller. STAFF PRESENT: MacKenzie Young-Walters, Associate Planner; Eric Maass, Planning Director. PUBLIC PRESENT: Allison Schmitt 206 W 78th Street Darlene Hanson 7750 Crimson Bay Rd Mary Sumners 7620 Crimson Bay Road, Jennifer Graves 7660 Crimson Bay Road, Megan Eason Life Time Fitness, 2900 Corporate Place Gage Thompson Life Time Fitness, 2900 Corporate Place PUBLIC HEARINGS: 1. CONSIDER A REQUEST SIDE YARD SETBACK, LOT COVER, AND OTHER VARIANCES TO BUILD A GARAGE FOR A PROPERTY LOCATED AT 206 W 78TH STREET AND ZONED SINGLE FAMILY RESIDENTIAL Associate Planner Young-Walters gave a summary of the staff report, noting the applicant is requesting a variance to replace a detached garage with a nonconforming 1.3-foot side yard setback, with a larger detached garage with a four-foot side yard setback. As part of the proposal the applicant proposes to vacate a section of alleyway to offset some of the increased lot cover requested. The current garage is 216 square feet and 1.3 feet from the side lot line and the proposed garage is 528 square feet and four feet from the side lot line. The larger size of the proposed garage and associated increase in driveway size will increase the property’s lot cover from 22.7 percent to 28.5 percent. The applicant also proposes maintaining the driveway’s nonconforming three-foot side setback while increasing the driveway length. He noted that although the proposal increases the detached garage’s side yard setback, the increased lot cover, driveway length, and increased structure footprint within the side yard setback require variances. Mr. Young-Walters shared justification for the project including location of existing home and driveway make it impractical to build a garage meeting side yard setbacks, the small size of the parcel makes it impossible to meet the 25% lot cover limit, and the desire to retain as much usable rear yard space on the smaller lot. Staff believes this is a reasonable request and the 298 Planning Commission Minutes – June 20, 2023 2 unique circumstances justify the four-foot side yard setback and 30 percent lot cover be permitted to facilitate the construction of a driveway turnaround. Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Jobe moved, Commissioner Schwartz seconded that the Chanhassen Board of Appeals and Adjustments, approves the requested 6-foot side yard setback, 2-foot driveway setback, and 5 percent lot cover variances for the construction of a detached garage subject to the conditions of approval, and adopts the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 2. CONSIDER A REQUEST FOR AN AMENDMENT TO THE 2040 COMPREHENSIVE PLAN LAND USE MAP FROM RESIDENTIAL – LARGE LOT (2.5 ACRE MINIMUM) TO RESIDENTIAL – LOW DENSITY (NET DENSITY 1.2-4 UNITS PER ACRE). PROPERTY LOCATED AT 7620-7750 CRIMSON BAY ROAD Planning Director Maass noted three individuals listed in the packet and that Ms. Darlene Hanson was having difficulty with the application; Staff attempted to be customer-friendly and helped write the application and talked with neighbors. There was some confusion with neighbors regarding what they were signing on or showing support for and were not intending to sign on as applicants. He clarified that the individuals were comfortable with Ms. Hanson subdividing into two lots and staff interpreted that they were signing as applicants. Ms. Maass gave a summary of the staff report and noted staff received several email today from concerned residents. He shared the difference between land use and zoning, noting tonight before the Commission is a change to the property’s land use designation. He shared that the current land use is Residential – Large Lot and the application for Residential – Low Density for Crimson Bay. This would include the extension of water and sewer and a road project is underway that would extend utilities to the five properties shown on screen. Mr. Maass shared a portion of the City’s Comprehensive Plan that notes properties shall not be rezoned until urban services are available and land use may only be intensified on the property has access to urban services. Commissioner Schwartz asked about cutting off access to Crimson Bay from Highway 5 as part of the road project. Mr. Maass replied that public access would be restricted and they are planning on keeping emergency access available. Commissioner Schwartz asked if homeowners would bear the cost of bringing city services to their area. Mr. Maass replied that subject to the city’s assessment policy, homeowners would bear a portion of that cost. Commissioner Goff asked if there is a negative to changing the land use policy. 299 Planning Commission Minutes – June 20, 2023 3 Mr. Maass replied that it is providing greater opportunity for private property owners regarding what zoning designation makes sense for them. In this case, if a land use change is approved, the applicant would then make an application for a zoning amendment and subdivision. Each property owner would have the option to decide if they want to change their zoning district or not. Darlene Hanson, the applicant, noted she has a beautiful lot and thinks someone would really love to live there; she does not feel having a home there would change the urban setting on Crimson Bay nor the integrity of the neighborhood. Ms. Hanson does not have a specific plan for the property until she understands whether the land use designation change will be approved. Chair Noyes opened the public hearing. Mary Sumners noted the proposal unnecessarily extends the impact beyond the applicant to include 4 other properties, including the Sumners. Ms. Sumners noted she does not take issue with Ms. Hanson’s request to subdivide her lot. She clarified the issue is that staff made the decision to broaden the scope of the change to include all of Crimson Bay Road. The utility project mentioned will go through her front yard and she has not been told that it was approved. Bringing water and sewer into the area does not require all residents to change their land use. Changing the land use opens the door to the possibility of future property owners or developers to pursue subdivision and none of them want to open that door. Ms. Sumners noted Ms. Hanson’s property is unique for the neighborhood and subdividing it does not impact the rest of the neighborhood. Perhaps the proposal was broadened due to the error in the misrepresentation that two other residents also wanted to request the change, and Ms. Sumners noted that is patently false. All of the residents are present tonight and all oppose the change. Four out of five residents do not want to be included in this land use change due to the impacts on the neighborhood. Ms. Sumners respectfully requests that the Commission reject the proposal as written and redraft it to include only Ms. Hanson’s property. Jennifer Graves stated in the agenda it listed her mother Mary Hagemen as an applicant, noting her mother did not sign anything to be part of the application and should not be included in it. She shared the concern regarding land use designation and the potential for up to four units/acre and now they are one unit/2.5 acres. This is a large potential change for the neighborhood that residents want to avoid. Rob Olson would like to support Mary Sumners’ statement, which accurately reflects their position and the other four neighbors. They are looking to keep the status quo of the large lot rather than introducing the possibility of other designations in the future. He reiterated that the neighbors all support Ms. Hanson’s right to subdivide her lot. Rosemarie Mastricola noted they are new residents and were attracted to the area because of the trees and privacy. She heard today that to the north a similar situation took place with a lot being subdivided and 700 trees were cut down. She 100% supports Ms. Hanson’s request to subdivide her lot and recognizes that there is no requirement for all residents to have their land use designation changed in order for Ms. Hanson’s to be changed. 300 Planning Commission Minutes – June 20, 2023 4 Chair Noyes closed the public hearing. Commissioner Schwartz asked why staff modified the request from Ms. Hanson’s property to all residents on Crimson Bay Road. Mr. Maass replied the rationale is that all five properties will be receiving access to water and sewer. The appropriate land use designation as a result of receiving that access is the residential low-density land use designation. He clarified the road project is not finalized and staff is working towards the project. When looking at land use designations, it is about the big picture and what makes sense; Ms. Hanson is the sole and only applicant. Staff looks at it holistically and asks whether it is the appropriate time to make a land use designation change based on facts before them. He noted that is the reason for staff’s recommendation. Commissioner Schwartz asked if it is possible to give Ms. Hanson what she is asking for while allowing the other four neighbors to remain as they are. Mr. Maass replied that is an option for the Planning Commission; however, staff is recommending that all five properties be re-designated as the most appropriate due to the water and sewer. Commissioner Jobe asked how the cost will be distributed. Mr. Maass’ understanding of code is that the cost is split amongst property owners who take a portion, and the city takes a portion. Commissioner Schwartz asked if the Commission grants Ms. Hanson’s request, will water and sewer stop at her property. Mr. Maass replied in the negative, noting that the application has no bearing on the road project, water, and sewer. Commissioner Jobe asked if the group can create a homeowners association (HOA) that all neighbors have to sign off on or change it in the future. Mr. Maass replied that the private property owners could do restrictive covenants upon sale or other things to preserve what is there. Quick math shows each property has 230 linear feet of road frontage and the requirement is 90 feet; therefore, each of the properties is eligible for up to two lots. It is not a situation where it would be four units/acre as there is not enough linear footage of roadway to afford that opportunity. He noted the property owners could come together and do something and the city would not be party to an agreement like that. Commissioner Schwartz asked if there is a way to modify the staff recommendation to cede to the neighbors’ desire to keep their properties as they are. 301 Planning Commission Minutes – June 20, 2023 5 Mr. Maass replied that a motion could be put forth if it is the Planning Commission’s desire. Staff provides a professional opinion based on policy, and the Planning Commission and City Council set policy. Chair Noyes clarified the land use designation does not change how the property will be structured, whether one dwelling or two. As Mr. Maass stated, more than two dwellings could not be put on the properties, and he believes the property owners are trying to protect themselves from the unknown if someone moves out and a new person moves in. He noted that in the future if other homeowners want to change their land use, they will have to come back before the Commission again. Commissioner Goff moved, Commissioner Schwartz seconded that the Chanhassen Planning Commission recommends City Council approve amending the 2040 Comprehensive Plan Land Use Map from Residential - Large Lot to Residential - Low Density for 7750 Crimson Bay Road. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 3. CONSIDER A REQUEST FOR A SITE PLAN REVIEW TO BUILD AN INDOOR PICKLEBALL FACILITY AND OUTDOOR COURTS FOR PROPERTY LOCATED AT 2970 WATER PLACE Planning Director Maass gave a summary of the staff report, noting the applicant is requesting site plan approval for the construction of a 25,410 square foot building for the use of indoor pickleball courts and associated amenities as well as the construction of outdoor pickleball courts. The site is currently used for an outdoor fitness facility and is within the Life Time Fitness campus. Mr. Maass showed interior and exterior layout plans for the building on screen. He shared about proposed signage, architectural standards, and parking on the property. He stated the facility will utilize shared parking with the adjacent corporate office building as well as larger Life Time Fitness club and corporate buildings. The proposed development meets the requirements of the site plan review subject to revisions to the plan outlined in the staff report. Staff recommends that the Planning Commission recommend approval of the site plan for the proposed Life Time pickleball facility and adopts the attached findings of fact. Commissioner Goff noted another Life Time facility just north of the building and that those parking lots cannot connect because of the grade there. Mr. Maass replied that is true, and there will be a sidewalk and stairs to connect the two buildings. ADA stalls will be available immediately adjacent to the facility and near the office space. Chair Noyes noted the designation of two stalls per pickleball court, noting he has always played doubles and asked how staff came up with that number. Mr. Maass understands the parking calculation is largely based on tennis. The base requirement of 20 spots helps and staff feels there is enough parking; he noted the comment regarding any future parking updates. 302 Planning Commission Minutes – June 20, 2023 6 Chair Noyes thinks it should be noted as there will be overlap for 10 minutes every hour. Commissioner Jobe agreed on the parking, noting there will still be people in the corporate offices and winter parking may be more problematic. Megan Eaton. Director of Development at Life Time Fitness, gave a presentation noting pickleball is blowing up around the country. Life Time is trying to move with those trends and adding pickleball courts to their facilities. She spoke about temporary parking for the corporate office, noting they do not need that additional parking and want to confer it back to a fitness use. She showed renderings of the site plan, amenities, and architectural details on screen. Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Goff noted one concern that across the street from Life Time is Mega Pickle and Pong, which is another pickleball club with six indoor courts. He is worried about swapping out another Chanhassen business. Commissioner Johnson moved, Commissioner Goff seconded that the Chanhassen Planning Commission recommends approval of the Site Plan Review to build the proposed indoor pickleball facility and outdoor courts for property located at 2970 Water Tower Place subject to the conditions of approval and adopts the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 5 to 0. GENERAL BUSINESS: None. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED JUNE 6, 2023 Commissioner Jobe moved, Commissioner Goff seconded to approve the summary Minutes of the Planning Commission meeting dated June 6, 2023 as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: 303 Planning Commission Minutes – June 20, 2023 7 Planning Director Maass updated the Commissioners that tonight will be Mr. Young-Walters’s last night with the Planning Commission as he has accepted a Senior Planner position with the Metropolitan Council. The city is very excited for him and appreciates his hard work, diligence, and attention to detail. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Jobe moved, Commissioner Schwartz seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 7:16 p.m. Submitted by Eric Maass Planning Director 304 City Council Item July 24, 2023 Item Consider a Request for a Preliminary Plat, Site Plan, and Easement Vacation for 53 Rowhomes located at the Southwest Corner of Powers and Lyman Boulevards File No.23-10 Item No: H.2 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Planning Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the Preliminary Plat, Site Plan, and Easement Vacation for 53 rowhomes located at the southwest corner of Powers and Lyman Boulevards." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Avienda Planned Unit Development (PUD) was most recently updated in September of 2022. The master-planned development has received previous approvals for detached townhomes. The proposed rowhomes would be the second residential product to be constructed within the Avienda development. BACKGROUND The Planning Commission considered this application at their meeting on July 18th and recommended unanimous (5-0) approval as presented. The minutes from that meeting were not yet available however, provided below is a summary of their discussion. Topics of discussion included the following: 305 When considering the private roadways there was concern regarding the ability to turn into driveways, however, it was noted that the private roads have been designed to city specifications for a two-way private road. The Planning Commission questioned how snow would be removed from the sidewalks to assure public safety. Staff noted that snow would be removed by the HOA on the private sidewalks and that the public sidewalk would be required to be removed by adjacent property owners, as is typical in the city. Staff was provided updated building elevations on the day of the Planning Commission meeting as a result of the planning staff report, which noted a requirement for four-sided architecture in conformance with the PUD. Staff requested general feedback from the Planning Commission regarding the architecture and noted that they appreciated the additional brick proposed along the sides and rear of the rowhomes and would rely on Staff to ensure architecture adhered to the PUD. The Planning Commission was provided a general update on the overall progress of the Avienda development. The Applicant indicated that they would be providing updated renderings following the Planning Commission meeting; however, they were not yet available with the publishing of the city council agenda. Staff will make those available to the City Council once they are received. DISCUSSION The applicant is requesting approval of a preliminary plat, site plan, and vacation of existing easements in support of construction of 53 rowhomes which would be in 4-unit and 3-unit buildings. BUDGET RECOMMENDATION The Planning Commission and Staff recommend approval of the preliminary plat, site plan, and easement vacation, subject to the Findings of Fact and Recommendation. ATTACHMENTS Staff Report - Planning - Avienda Rowhomes Preliminary Plat and Site Plan Staff Report - Engineering and Water Resources - Avienda Rowhomes Preliminary Plat and Site Plan Staff Report - Carver County Public Works Land Use Application Avienda Rowhomes Application Narrative Avienda Rowhomes Civic and Landscape Plans Rowhome Building Elevations.pdf Traffic Impact Analysis Affidavit of Mailing for Public Hearing Findings of Fact 306 Page 1 of 6 Application: Avienda Rowhomes, Preliminary Plat, Site Plan, and Easement Vacation (2023-10) Planning Commission Review Date: July 18, 2023 City Council Review Date: July 24, 2023 Staff Report Date: July 12, 2023 SUMMARY OF REQUEST: The applicant is requesting preliminary plat, site plan, and vacation of an existing easement in support of a proposed 53-unit rowhome development project within the Avienda Planned Unit Development (PUD). LOCATION: South of Lyman Boulevard and West of Powers Boulevard OWNER: Level 7 Development, LLC, 4600 Kings Point Road Minnetrista, MN 55331 CURRENT ZONING: “PUDRC” – Planned Unit Development Regional Commercial 2040 LAND USE PLAN: RC Commercial and Office ACREAGE: 6.77 acres DENSITY: 7.83 units/acre PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the Preliminary Plat, Site Plan, and Easement Vacation for the construction of 53 rowhomes subject to the conditions of approval and the attached Findings of Facts and Decision.” 307 Page 2 of 6 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a Preliminary Plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 18 Subdivisions Avienda Planned Unit Development (PUD) Ordinance 696 Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VIII Division 1 Section 509 BACKGROUND The Avienda Development PUD was originally approved in 2020. The PUD was amended 2021 and given final plat for 6 out lots and right of way for Bluff Creek Boulevard, Avienda Parkway and Sunset Trail. The PUD was amended again in 2022. The first phase of the project to be developed under the 2022 revision of the PUD was the townhomes along the western border of the development. The rowhome development (orange) is the next component proposed to be built. 308 Page 3 of 6 ZONING OVERVIEW Zoning Designation The property is zoned Planned Unit Development Regional Commercial Avienda (PUDRC). The current PUD ordinance was adopted on September 12, 2022. The proposed rowhomes are listed as planned for development within District 2 “The Village” in the approved PUD. Information pertaining to the PUD standards can be found here: Avienda Development PUD. Environmental Protection Districts • Bluff Creek Corridor - This is not encumbered by the Bluff Creek Overlay District. • Bluff Protection - The proposed project is located outside of the required bluff setback. • Floodplain Overlay - The proposed project is located outside of the floodplain. • Shoreland Management - The property is outside of the Shoreland Protection District. • Wetland Protection - There are no wetlands on the site. SUBDIVISION REVIEW The Applicant is requesting that the existing Outlot D be subdivided into 53 rowhome lots as well as Outlot A and Outlot B. Outlot A would be 6.77 acres in size and would consist of all the common areas and private roads providing access to the rowhomes. Outlot B is reserved for future development and is shown as 36.60 acres in size. And lastly, the 53 lots that would contain the proposed rowhomes. Upon review of the proposed subdivision, staff is supportive based on the proposal adhering to the city’s subdivision ordinance as outlined in the attached findings of fact. Easements With the proposed development an existing public drainage and utility easements that was provided to the city with a previous final plat must be vacated concurrently with the recording of the final plat and newly platted drainage and utility easements in accordance with Sec. 18-76 of City Ordinance. SITE PLAN REVIEW The developer is requesting site plan approval for the proposed 53 unit rowhome development. The Avienda PUD ordinance outlines specific performance standards related to building height and setbacks for development that occur within the geographic boundary of the PUD. A summary of the applicable setbacks and design standards is provided below: 309 Page 4 of 6 Design Standards/Metrics Standards Required (ft) Proposed (ft) Setback from PUD Boundary 30 ft Min 350+ ft Front Yard Setback 5 ft Min 5 ft Rear Yard Setback 5 ft Min 5 ft Side Yard Setback 0 ft Min 0-5 ft Parking Setback (Front/Side/Rear Yards) 10 ft 10 ft Building Height Maximum Building Height 35 ft 34’ 6 ¾” Lot Coverage Maximum Lot Coverage 70% 63.4% Parking The site plan shows twenty guest parking spots spread across three areas, two of which are on the north side of the proposed development and the other on the sound end. The rowhomes are each designed with an attached two-car garage as well as a driveway with adequate depth to allow for an additional two spots of off-street parking. City code requires that each rowhome have two parking spots of which at least one is enclosed within a garage. Additionally, city code requires that one visitor parking stall be supplied for every four dwellings. As a result, the 53 rowhomes require 13 guest parking stalls, and the developer is proposing 20. Required Architectural Standards The PUD states that unless otherwise provided in the PUD ordinance design standards within district 2 of the development shall follow city code chapter 20, Article VIII Division 1 (20-509) standards and guidelines for regional/lifestyle center commercial planned unit developments. Sec 20-509(i) states as follows: Architectural standards. The applicant should demonstrate that the PUD will provide for a high level of architectural design and building materials. While this requirement is not intended to minimize design flexibility, a set of architectural standards should be prepared for City approval. The primary purpose of this section is to assure the city that high-quality design will be employed and that home construction can take place without variances or impact to adjoining lots. The Avienda Design Guidelines dated August 2022. Proposed Architectural Features Material and Color The primary building material is textured beige-colored concrete panels, which is located on all sides of the building. Additionally, dark brown panels of textured concrete and dark brown brick are proposed to comprise a majority of the structure. Two panels of faux green walls as well as 310 Page 5 of 6 a bronze metal canopy are proposed by both building entrances for additional architectural interest. The roofline is proposed to have varying parapets to break up the roofline. Architectural Interest The front of the buildings has a large amount of architectural interest and variation in materiality. The sides and rear of the buildings are currently shown as a singular material without additional detailing. Staff did note the roof overhang over the garage doors to provide some interest on the rear of the building to break up the face of the wall however the lack in changes in materiality in the submission does not provide equal treatment to all sides and provide for a higher level of architecture as is expected through a planned unit development. Staff recommends that additional architectural detailing be added to the sides and rear of the proposed 3-plex and 4-plex rowhome units. This could be achieved by continuing the brick material shown on the front of the units along the first floor of the units and then up the face of the building in strategic locations that provide architectural interest. Roof Design The renderings submitted show a mixture of flat and gabled rooflines. The architectural drawings show flat roof lines but a peaked roof running along the entirety of the building. The applicant should clarify how the roof design will actually look if constructed and submit updated drawings to the city. Updated architectural drawings/renderings are necessary to clarify what the actual rooflines are proposed to be with this rowhome development. Rooflines shall contribute to architectural interest of the project and should avoid long, flat, unadorned roof lines. Site Furnishing The developer is providing a patio area for each of the rowhomes that will provide an opportunity for outdoor, ground-level seating and amenities. Lighting Submitted plans show that the Applicant is proposing lighting along the north and westernmost private roadways but no street lighting within the internal private road that provides access to a majority of the rowhomes. Plans show that the developer is proposing Xcel Energy lighting option number four which is their “contemporary” light which is a die-cast aluminum housing and spun aluminum hood for long-life performance. Lights would be mounted on an 18-foot pole. The proposed fixture cuts off lighting at no less than 90 degrees as is required. Signage Plans show monument and wayfinding signage. Signage will be permitted separately and in accordance with the PUD standards which outline signage requirements within the Avienda PUD. 311 Page 6 of 6 Required Planning Department Comments/Corrections to Plan Set: 1. Staff recommends that additional architectural detailing be added to the sides and rear of the proposed 3-plex and 4-plex rowhome units. This could be achieved by continuing the brick material shown on the front of the units along the first floor of the units and then up the face of the building in strategic locations that provide architectural interest. 2. Updated architectural drawings/renderings are necessary to clarify what the actual rooflines are proposed to be with this rowhome development. Rooflines shall contribute to architectural interest of the project and should avoid long, flat, unadorned roof lines. Fire Department Notes: 1. All rowhomes will require fire sprinkler systems – 13D or 13R depending on construction type. 2. Road widths under 26 feet require no parking signs on both sides of street. 3. Road widths under 32 feet (26 – 32) require no parking signs on one side of street. 4. Hydrant locations look to be ok so far, may need to look at adding additional depending on if design stays the same or not. Building Department Notes: 1. The buildings are required to have automatic fire extinguishing systems. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 3. A building permit must be obtained before beginning any construction. 4. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 5. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 6. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 7. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 312 Memorandum To: Eric Maass, Planning Director From: Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer CC: Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Manuel Jordan, Environmental Resource Specialist Charlie Burke, Public Works Operations Manager Date: 7/6/2023 Re: Avienda Rowhomes Preliminary Plat, Site Plan, and Vacation Review – Planning Case No. 2023-10 EASEMENTS The developer is proposing to subdivide Outlot B of the Avienda plat into 53 lots and two outlots (Outlots A and B). The lots are configured to accommodate the build-out of 53 rowhomes (Avienda Rowhomes) with all public and private utilities and other site improvements located within Outlot A. Outlot B will contain the temporary stormwater BMPs as required by the Riley Purgatory Bluff Creek Watershed District and the city and will be further subdivided in the future as the development continues to build-out in accordance with the Avienda Planned Unit Development (PUD). Both outlots are proposed to be encumbered by public drainage and utility easements (DUE). It appears that Outlot A and the associated DUEs are configured to meet City Ordinance, e.g. there is a 10-foot wide easement corridor abutting all public right-of-way (Sec. 18-76(b)), there is a 40-foot wide easement over the private streets (Sec. 18-57(p)(8)), all public utilities are encumbered by adequate DUE (Sec. 18-77), etc. There are multiple private improvements within Outlot A which subsequently encroach into the public DUE. In accordance with Sec. 20-923 (Improvements and Encroachments in Public Easements) most of these improvements do not require an Encroachment Agreement, however the seat walls and monument sign abutting Avienda Parkway right-of-way will as they are located within the required 10-foot wide DUE corridor. These private improvements have the 313 potential to be impacted during street and/or utility maintenance in the future and therefore will require the developer to enter into an Encroachment Agreement prior to building permits being issued. Similar to the previously approved Avienda development phases the City will own and maintain stormwater infrastructure located within the right-of-way. All stormwater infrastructure located outside of the right-of-way shall be private. Lastly, any previously recorded easements within the proposed subdivision must be vacated prior to or concurrently with the final plat. EXISTING CONDITIONS The proposed Avienda Rowhomes subdivision is within the Avienda PUD. Avienda received final plat approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right-of-ways. Avienda Rowhomes is a replat of Outlot D from the initial Avienda final plat. The majority of the Avienda site has been mass graded in accordance with the grading permit issued June 4, 2021, as well as a majority of the utility construction of public utilities being completed, which began in early November 2021, in order to serve the Avienda Rowhomes development as well as future subdivisions. The City is currently awaiting completed street plans at the intersection of Lyman Blvd & Sunset Trail in association with Avienda’s final plat as the developer is working with Carver County in meeting the requirements outlined in their May 9, 2018, May 21, 2020, December 23, 2021, and September 9, 2022 development/access review memos. These street plans must be completed and approved by the city and County prior to recording the Avienda Rowhomes final plat. Additionally, the developer must obtain the appropriate County access permits off Lyman Boulevard and Powers Boulevard prior to building permits being issued. GRADING & DRAINAGE A grading permit for the mass grading associated with the Avienda final plat was issued on June 4, 2021. The majority of the site is currently being graded to achieve the general elevations for public street and utility build-out along with ultimate build-out of the individual parcels. The grading plans associated with the Avienda grading permit are similar to the preliminary grading plans for the proposed subdivision. The preliminary grading plans for the proposed subdivision generally meet City Ordinances; driveway grades are greater than 0.5% and less than 10%; public streets are less than 7% and private streets are less than 10%; lots are graded to drain away from buildings; etc. However, no profiles (street or utility) were provided with the preliminary plan set in order to assess other key elements of the grading plan and will be required prior to approval of the final plat. Additionally, elements such as emergency overflow elevations and routes and lot benching details which are reviewed to ensure adequate drainage must be provided prior to final plat approval. Lastly, it appears some areas are proposed to be graded over 3:1 slopes. The applicant shall indicate all areas being proposed as steep slopes, or over 3:1, for review and approval prior to approval of final plat. 314 The existing Avienda Rowhomes area is the third phase of the overall Avienda development and is located primarily within the Lake Susan subwatershed within the development. The rowhomes area is currently undeveloped with drainage sheet flowing from northeast to southwest towards filtration basin 47P constructed with a previous phase. In the proposed condition drainage from the majority of the rowhome area is collected in storm sewer and routed to a proposed underground chamber prior to outletting to a proposed swale draining to a stormwater basin constructed with the previous phase. Storm sewer along the northern perimeter of the rowhome area will be realigned and reconstructed outside of the proposed building area to continue to direct drainage from the public roadways to Basin 28P. No drainage from the rowhome area is picked up in the realigned storm sewer on the northern boundary. All onsite storm sewer and BMPs within the Avienda Rowhome area will be privately owned and maintained. The proposed plans show several areas where the proposed private storm sewer is at depths and proximity to the proposed buildings which would create practical difficulties if the system would need to be maintained or replaced. For example, in one area a 6 inch HDPE pipe is located at a depth of approximately 10 feet and is located approximately 6 feet from the proposed building. Best case scenarios for clay soils would be a 1V:1H (Vertical: Horizontal) open trench excavation to access the pipe. Other methods to access or replace the pipe at these depths and proximity exist (e.g. trench boxes, directionally drilling, etc.) but are unnecessarily burdensome and expensive. Excavation close to building foundations adds additional risk to future property owners. As such it is recommended that the design is reconfigured to allow more practical maintenance by increasing the distance between the proposed buildings and adjacent stormwater infrastructure to allow for open trench excavation. There are portions of the public stormwater sewer system that would be difficult to maintain and reconstruct with the configuration in the proposed plans because of their proximity to private property. Additionally, some modification to the proposed design is needed to clarify the delineation between public and private stormwater infrastructure. As such, the applicant shall work with city staff to address plan comments and optimize the stormwater infrastructure design of the site. EROSION CONTROL The proposed development will impact one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the City for review. The SWPPP is a required submittal element 315 for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub- contractors are identified and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. STREETS The developer is proposing access to the development via the extension of two private streets had from Avienda Parkway to the north and Bluff Creek Boulevard to the south, as well as sidewalks and shared parking areas, as seen below: 316 Preliminary site plan illustrating the proposed street and sidewalk layout for Avienda Rowhomes The preliminary street plans appear feasible and can be constructed in accordance with City Ordinance. Upon submittal of final plat, the developer will be required to provide detailed street plans which shall include stationing, curb tables and alignments, centerline grades, and intersection details. It should be noted that the developer has labeled one of the private streets as an “alley”. In accordance with Sec. 18-58 alleys are prohibited except for fire lanes in 317 commercial and industrial developments or if approved as part of a PUD. The Avienda PUD was not approved with alleys as an accepted standard. That stated, the preliminary design provided generally meets all the requirements for a private street in accordance with Sec. 18- 59(p), and can be approved. All newly constructed streets and sidewalks will be privately owned and maintained. The developer must provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. The acceptance of the Avienda final plat on July 12, 2021, required that during the re-platting of outlots within the development that pedestrian improvements along public streets must address pedestrian safety between residential areas and the core business area. With the ultimate build- out of Avienda incorporating commercial and recreational amenities it is anticipated that residents from the surrounding neighborhoods will walk throughout the development. In accordance with the city’s Crosswalk Policy, the newly created intersection of Avienda Lane and Avienda Parkway warrants enhanced crosswalk treatments. The developer will be required to incorporate these improvements in accordance with the Crosswalk Policy on the final plans upon final plat submittal for review and approval. Lastly, any intersection of two private streets is strongly encouraged to provide ADA curb ramps, which would include the intersection of “Alley” and “Avienda Lane” on the north and south ends. These crossings are also encouraged to provide adequate striping to define the crosswalk. SANITARY SEWER AND WATERMAIN The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water needs of the subdivision. While the preliminary plans do not provide the size of the water main being proposed, the Avienda utility plans do indicate that the extension of 8” PVC C900 is planned for. Plans that illustrate the profile of the utilities along with their size and material are required for review and approval prior to final plat approval. The final construction plans must be approved prior to recording of the final plat. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory 318 Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated May 5, 2023 was submitted by the applicant to the City. The overall Avienda development received approval from RPBCWD on July 12, 2022 under Permit 2018-016. The Avienda Rowhome area is proposing modifications to the overall stormwater management system from what was previously approved by RPBCWD, as such approval of the updated stormwater management system design from RPBCWD will be required. The applicant shall provide coordination documentation with the RPBCWD for the project changes with the final plat submittal. The site is within RPBCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all new or fully reconstructed impervious areas. Soil borings were submitted with the overall development review dated April 12, 2017 as well as the results from double ring infiltrometer testing dated August 16, 2017. Based on the soil borings showing clay soils present throughout the site and the double ring infiltrometer testing that show minimal exfiltration, the site was deemed a restricted site and volume abstraction requirements were dropped to 0.55 inches of volume abstraction from all new and fully reconstructed impervious areas. For the Avienda Rowhome area specifically, there is 173,190 square feet of regulated impervious area requiring 7,938 cubic feet of abstraction to meet the restricted site volume abstraction requirement. Stormwater capture and reuse is proposed to provide volume abstraction for the Rowhome area, however only 4,440 cubic feet of abstraction is currently proposed which does not meeting the RPBCWD previously approved standard. The applicant has noted that the site is limited by the available irrigation area present within the Rowhome area. Because the site is not meeting the previously approved RPBCWD volume abstraction requirement, modifications to the design will likely be required in order to provide the previously approved volume, or the applicant will need to get City and RPBCWD approval of the reduced volume abstraction volume. It is unclear if the deficiency in the abstracted volume is proposed to be met with future phases of the Avienda development within the Lake Susan subwatershed or if a net reduction in the overall development volume is proposed. Additional information on the water reuse system is needed to verify the design. The SWMP notes a cistern will be used to hold water for the water reuse system, however a cistern is not called out on the plans. Based on the modeling it appears the proposed underground chamber is intended to be the cistern mentioned in the SWMP but additional details on how the underground chamber will hold water for reuse when the outlet is set at the bottom of the chamber is needed. MIDS modeling was provided and reviewed to confirm the site is providing the required 90% TSS and 60% TP removal requirements. The site is currently shown to meet the required water quality requirements through use of the water reuse system and downstream stormwater ponds however confirmation on the cistern for the water reuse system are needed in order to confirm the system is properly modeled in MIDS. 319 The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide final versions of all modeling (HydroCAD and MIDS) and SWMP report to address remaining comments and confirm rate, volume and water quality requirements are met as part of the final site plan approval. As outlined in the City’s Surface Water Management Plan adopted in December 2018, the City requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. Based on the HydroCAD modeling results all proposed buildings are meeting freeboard requirements with respect to the proposed BMPs. The proposed BMPs are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the system will be cleaned out including the underground infiltration chambers proposed in the construction plans. An O&M agreement for the entire Avienda Development was previously developed and approved, however any changes in the private BMP system will need to be incorporated into the agreement. The proposed BMPs are located outside of drainage and utility easement. Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. The SWMP fee on this project will be calculated based on the current fee schedule rates for the parcel areas. However, this SWMP fee could be adjusted down by 50% based on Code Sect. 18- 63 (stormwater design to NURP standards) which will be confirmed with the final plat submittal design calculations. Outlot areas will not be subject to stormwater fees. ASSESSMENTS Water and sewer partial hookups are either due at the time of final plat, or can be postponed until building permit applications are received in which the entire hookup fee is due. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. FEES 320 An updated engineer’s estimate must be provided with the final plat submittal in order to calculate Administration Fees. Based on the proposal the following fees would be collected with the development contract if recorded in 2023: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder. b) Surface water management fee: $16,500/acre c) A portion of the water hook-up charge: $2,652/unit, or, the full amount with the building permit: $8,841/unit d) A portion of the sanitary sewer hook-up charge: $715/unit or, the full amount with the building permit: $2,383/unit e) Park dedication fee: $5,800/dwelling f) GIS fees: $100 for the plat plus $30 per parcel g) Street light operating fee for one year: $500 per light RECOMMENDATION ENGINEERING: 1. The developer shall enter into Encroachment Agreements for private improvements (e.g., seat walls and monument signage) located within the 10-foot wide public drainage and utility corridor abutting Avienda Parkway right-of-way prior to issuance of building permits. 2. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. 3. Final street plans for the intersection of Lyman Boulevard and Sunset Trail must be completed and approved by the city and County prior to recording the final plat. 4. The developer must obtain the appropriate County access permits off Lyman Boulevard and Powers Boulevard prior to building permits being issued. 5. The applicant and their Engineer shall work with City staff in amending the construction plans, dated May 24, 2023 prepared by Steve Sabraski, PE and Josh Popehn, PE with Landform, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 6. All newly constructed streets and sidewalks will be privately owned and maintained. The developer shall provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. 321 7. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required prior to final plat approval. 8. The developer shall incorporate warranted crosswalk enhancements at the intersection of Avienda Parkway and “Avienda Lane” per the city’s Crosswalk Policy with the final plans upon final plat submittal for review and approval. 9. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 10. The applicant will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the final plat. 11. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, etc.). WATER RESOURCES: 1. If the site design is not modified in order to provide the previously approved abstracted volume, approval of the reduction in abstracted volume from RPBCWD shall be obtained prior to submitting final construction plans. 2. The applicant shall provide a copy of conditional approval from the RPBCWD as part of the final plat submittal. 3. The applicant shall update the models (HydroCAD and MIDS) per City and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal and final construction plans. 4. The applicant shall work with staff to revise the design of the storm sewer pipes and structures which are adjacent to the proposed rowhomes prior to the final plat submittal. See construction plan comments for specifics. 5. The applicant shall provide additional details on the proposed water reuse and irrigation system including details on the design of the cistern and how it will hold water to be used for irrigation with the final plat submittal. 6. The applicant shall update the approved Operations and Maintenance Agreement with any changes in the proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. 322 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY July 6th, 2023 City of Chanhassen c/o Eric Maass Community Development Director 952-227-1139 emaass@chanhassenmn.gov Re: Development/Access Review Comments: Avienda – Rowhomes Received 6-27-2023 Thank you for the opportunity to review the plans for the Avienda Rowhomes in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: 1. Regarding Access & Traffic a. As of the date of this memo there has been no determination on intersection improvements at the intersection of County State Aid Highway (CSAH) 18 (Lyman Blvd.) and Sunset Trail. Depending on the decided improvement the site plan of the rowhomes may need to be reevaluated to accommodate improvements to the referenced intersection (i.e. a traffic signal or roundabout is determined to be needed at the intersection). b. Public Works is in receipt of the requested TIA for the Avienda Development and is currently in coordination with the developer’s traffic engineer for the finalization of the report and determination of intersection improvements. c. At the time of the issuance of this memo access permits have not been issued for the subject development’s connections to the county highways. Approval of the permits is dependent on the approval of the traffic studies and intersection improvement(s) being determined. 2. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: http://www.co.carver.mn.us/how-do-i/apply-for/a- permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 3. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at applicant expense, including costs incurred by the County. 323 These are the County’s comments at this time. If you have any questions or need further assistance, please do not hesitate to contact those noted below: Jack Johansen Transportation Planner Carver County Public Works 952.466.5283 jjohansen@co.carver.mn.us Whitney Schroeder Traffic Engineer Carver County Public Works 952-466-5208 wschroeder@co.carver.mn.us Darin Mielke PE Assistant Public Works Director Carver County Public Works 952.466.5222 dmielke@co.carver.mn.us 324 325 326 Site Plan, Vacation, Preliminary Plat and Final Plat for Avienda Prepared for: Level 7 Development, LLC May 5, 2023 SUBMITTED TO City of Chanhassen Community Development Department 7700 Market Boulevard Chanhassen, MN 55317 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC 327 TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Site Plan ........................................................................................................................................................ 1 Vacation ........................................................................................................................................................ 1 Preliminary and Final Plat ............................................................................................................................. 2 Summary ....................................................................................................................................................... 2 Contact Information ...................................................................................................................................... 2 328 Avienda, Chanhassen, MN May 5, 2023 SCD14001.LEV.004 1 Introduction On behalf of Level 7 Development, LLC, Landform is pleased to submit this application for site plan, vacation, preliminary plat and final plat approval for Avienda. The final plat is consistent with the preliminary plat approvals for the site and will allow for the development of 53 rowhome units and a private drive. We are excited about the improvements proposed for this site. Site Plan The site plan shows compliance with the PUD approved July 10, 2017 and PUD amendment approved September 12, 2022. This proposal represents the first development within District 2 “Village Retail”, where a broad variety of residential and retail developments are planned, including the 53 rowhome units proposed at this time. Future phases in “The Village” district will develop 417 apartment units and more than 25,000 square feet of entertainment uses, restaurants and common/public spaces. Access to the rowhomes will be provided via a private drive connecting with Avienda Parkway to the north and Bluff Creek Boulevard to the south; an alley provides access to the rowhome driveways and garages which face internal to the site. The placement of rowhomes will face outwards and buildings will front either Avienda Parkway to the west or the new private drive to the east. Pedestrian connections are provided throughout Outlot A and walkways will connect the front of each rowhome unit to the sidewalks. Sidewalk connections will be made to adjacent amenities future phases developing to the east. The Landscape Plans shows trees are provided in the front yards of units where adequate space is available. We are providing 112 trees where 53 overstory trees are required for this phase. Trees are also placed along both sides of the private drive along the east property line. These trees will provide a buffer to the rowhomes from the future development to the east. Trees line the interior alley way to create a canopy and increase shading within the development. Shrubs have been placed around the front patios of each unit and along the retaining walls that run along the front edge of rowhomes adjacent to the private drive and Avienda Parkway. The shrubs and retaining walls create a landscaped street edge that defines the boundary between rowhome units and the rest of the Avienda development. The remaining landscaped area will be sodded turf grass. Twenty guest parking stalls are provided in Outlot A and are situated at the north and south ends of the rowhome development. Two driveway and two garage spaces are provided for each unit for a total of 236 resident parking spaces. The Avienda Development Design Guidelines show a project identification sign between Blocks 8 and 9 at the southeast corner of Outlot A as shown on the site plan and monument sign at the private drive entrance from Bluff Creek Boulevard. Landscape plantings accent and enhance the area around the sign. The sign will be permitted separately and an encroachment agreement will be provided between the sign owner and the rowhome association. Charles Cudd Co. have designed the rowhomes and will construct the development; architectural renderings have been provided by the builder for your review. Vacation A drainage and utility easement over the existing Avienda Outlot D shall be vacated. A new drainage and utility easement will be provided over all of Avienda Rowhomes Outlots A and B. 329 Avienda, Chanhassen, MN May 5, 2023 SCD14001.LEV.004 2 Preliminary and Final Plat We are requesting City approval of the preliminary plat and final plat to subdivide the existing Outlot D into two outlots and 53 rowhome lots. Outlot A is 6.77 acres in size and will contain 53 townhome lots and private drive. Outlot B is planned for future development and is 36.60 acres in size. Approval of this final plat will allow us to begin construction of the townhome units and associated infrastructure. Summary We respectfully request approval of the site plan, vacation, preliminary plat and final plat to establish 53 rowhome lots and 2 outlots. Contact Information This document was prepared by: Nicholas Ouellette Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kendra Lindahl at klindahl@landform.net or 612.638.0225. 330 CHANHASSEN, MNAVIENDA ROWHOMESCHANHASSEN, MINNESOTANORTHNO SCALEAREA LOCATION MAPSHEETS ISSUED BY DATECOMPOST/BIO LOGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.STEVE SABRASKI, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.JOSH POPEHN, P.E.LICENSE NUMBER:DATE:4716505 MAY, 20234480305 MAY, 2023DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX.ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL.ElevationELEC.ElectricalELEV.ElevationEMER.EmergencyENGR.EngineerENTR.EntranceEQ.EqualEQUIP.EquipmentEQUIV.EquivalentEXIST.ExistingEXP.ExpansionF & IFurnish and InstallF.B.O.Furnished by OthersF.C.Face of CurbF.D.Floor DrainF.D.C.Fire Department ConnectionF.V.Field VerifyFBFull BasementFBWOFull Basement Walk OutFBLOFull Basement Look OutFDN.FoundationFESFlared End SectionFFEFinished Floor ElevationFLR.FloorFT. OR (')FootFUT.FutureG.B.Grade BreakG.C.General ContractorGAL.GallonGALV.GalvanizedGFEGarage Floor ElevationGL.GlassGR.GradeH.HeightH.P.High PointHDPEPHigh Density Polyethylene PipeHGT.HeightHORIZ.HorizontalHVACHeating, Ventilation, Air ConditioningHYDHydrantI.D.Inside Dimension OR IdentificationI.E. or IEInvert ElevationIN. OR (")InchesINFO.InformationINL.Inlet ElevationINSUL.InsulationINV.Invert ElevationJT.JointL.F.Linear FeetL.P.Low Point / Liquid PetroleumLB.PoundLGULocal Government UnitLB.PoundLB.LongitudinalLT.Light / LightingMAINT.MaintenanceMAS.MasonryMATL.MaterialMAX.MaximumMECHMechanicalMED.MediumMFR.ManufacturerMHManholeMIN.Minimum / MinuteMISC.MiscellaneousMNDOTMinnesota Department Of TransportationMOD.Module / ModularMUL.MullionN.NorthN.I.C.Not In ContractNO. OR #NumberNOMNominalNTSNot to ScaleNWENormal Water ElevationNWLNormal Water LevelO.F.On CenterO.G.Outside DimensionO.H.Overhead ElectricOH.OverheadOHWLOrdinary High Water LevelOPNG.OpeningORIG.OriginalP.C.Point of CurvatureP.I.Point of IntersectionPIVPost Indicator ValveP.L. OR P/LProperty LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/WRight of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearEROSION CONTROL BLANKETABBREVIATIONSSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONC21C7.31122SITE BENCHMARK:BM-1: TOP NUT OF HYDRANTLOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.ELEVATION = 921.32BM-2: TOP NUT OF HYDRANTLOCATION: WESTERLY SIDE OF POWERS BLVD. 1960 FT ± SOUTH OF LYMAN BLVD.ELEVATION = 913.82Outlot D, Avienda, Carver County, Minnesota.3LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331TEL 612-812-7020EMAIL mnordland@nordlandpartners.comCONTACT: MARK NORDLANDDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETPRELIMINARY PLATEXISTING CONDITIONSDEMOLITIONSITE PLANOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLNORTH GRADING, DRAINAGE, PAVING& EROSION CONTROLSOUTH GRADING, DRAINAGE, PAVING& EROSION CONTROLEAST GRADING, DRAINAGE, PAVING& EROSION CONTROLSWPPPUTILITIES - STORM SEWERUTILITIES - SANITARY & WATERCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSLANDSCAPEENLARGED LANDSCAPE PLANPHOTOMETRICSLANDSCAPE DETAILSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERC0.1C0.2C1.1C1.2C2.1C3.1C3.2C3.3C3.3AC3.4C4.1C4.2C7.1C7.2C7.3L2.1L2.2L4.1L7.1LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: STEVE SABRASKIPROJECT CONTACTSCIVIL ENGINEERLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHNSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECT04.21.23 05.05.23XXXXXXXXXXXXXXXXUNDERGROUND FIBER OPTICFOMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY / OVERHANGBIT. EDGEFESCATCH BASINMANHOLESYMBOLSLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG12012"STS8"SANFENCINGCONCRETE CURBRETAINING WALL OESTORM MANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSSOIL BORING123.45%1.00234.5LIGHT POLEMINOR CONTOUR123MINOR CONTOUR123GMSTSSSANITARY MANHOLETNHMBB#SITELYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAILAUDUBON RD GREAT PLAINS BLVDHAZELTINE LAKELAKE RILEY1011011011414212212212LAKE SUSAN1817BLUFF CREEK BLVD CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C001SCD004.DWGCIVIL & LANDSCAPETITLE SHEETC0.1XXXXXXXXXXXXXXXX331 BLUFF CREEK OVERLAY DISTRICTSECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICTPRIMARY BOUNDARYOUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314COCOCABXCABXWETLAND 6WETLAND 3WETLAND 4WETLAND 1058.365.6 61.143.926.136.782.12.310 7 . 282.210.6 67.628.4264.0211.0261.8419.450.436.620.319.1194.612.095.4317.2234.41 7 4.0 8.8 89.445.424.245.836.9243.742.5709.3514.1 123.0463.8177.4290.84 9 . 7 153.250.16 2.0182.6375.918.8154.272.18.2221.09.632.026.026.032.032.026.026.032.032.026.026.032.032.026.026.032.032.026.032.032.026.032.032.0 26.0 26.0 32.032.026.026.032.0 32.0 26.0 26.0 32.032.026.026.032.032.032.026.026.026.026.032.032.032.032.026.026.032.032.026.026.032.0 26.0 32.032.026.032.0 32.026.026.032.032.0 26.0 26.0 32.032.0 26.0 32.032.026.032.0 32.032.0 26.0 26.0 32.032.026.026.032.026.026.032.0 32.0 26.0 26.0 32.0 32.026.026.032.032.026.026.032.032.026.026.032.032.026.026.023.380.080.076.480.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 9.4380.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 Parcel Table1/12/13/14/11/22/23/24/21/32/33/34/32,5602,5602,5602,0802,0802,5602,0802,0802,5602,0802,0802,080Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table1/42/43/44/41/52/53/51/62/63/64/61/72,5602,5602,0802,0802,5602,5602,0802,0802,5602,5602,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/73/74/71/82/83/84/81/92/93/94/91/102,0802,5602,0802,0802,5602,5602,0802,5602,5602,0802,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/103/101/112/113/114/111/122/123/124/121/132/132,0802,0802,0802,5602,5602,0802,5602,5602,0802,0802,5602,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table3/131/142/143/144/14OUTLOT AOUTLOT B2,5602,5602,0802,0802,560171,4331,594,277Total Area(S.F.)Lot/BlockD&U Area(S.F.)00000171,4331,594,277CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH0120240C0.2C002SCD004.DWGPRELIMINARY PLATTHE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot D, Avienda, Carver County, MinnesotaLOT AREA TABLE332 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PL=316.45R=240.00ΔΔ=87°00'29"R=54.00L=82.00 S10°28'50"E46.34L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "L=277.76 R=1390.00 Δ=11°26'58"Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66MILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2OUTLOTCSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS > > S T S > > STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331Background information shown is from survey by Landform, Minneapolis, MN, on May 5th, 2016, expressly for this project proposeddesign plans for Avienda and Avienda Townhomes; City of Chanhassen, MN record drawings; and utility service providers. Landformoffers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior tobeginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by BraunIntertec, Minneapolis, MN on April 12, 2017.1.2.EXISTING CONDITIONSNORTH050100C101SCD004.DWGEXISTING CONDITIONSC1.1333 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2OUTLOTCSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS > > S T S > > STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1212XXXXX X X X X X X X X X X X X X X X X X X X X XXXXXX12XXXXXXXXXXXXXXXXXXXXXXX710SANITARYMANHOLE10CATCHBASIN111010SANITARYMANHOLECATCHBASIN7117XX XXX X X X XXX 12UNDERGROUNDBASIN167CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100C102SCD004.DWGDEMOLITIONC1.2:Curb Removal:Structure and / or Pavement Removal:Construction Limits:Soil BoringB-XObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheets C3.1-C3.3 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Reserved.Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.Reserved.Reserved.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Remove watermain and install reducer, valve, and hydrant as shown on C4.1.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls,screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unlessnoted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless notedotherwise.Relocate storm sewer manhole and jellyfish filter as shown on sheet C4.1.2.3.4.5.6.8.9.13.14.15.GENERAL NOTESLEGENDDEMOLITION AND CLEARING NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Utility Line RemovalXXXXXXXXXXXXXXXXXXX7.10.11.12.:Pavement Sawcut16.334 B-B B-BB-BB- B B-B4466(TYP.)(TYP.)(TYP.)(TYP.)WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NWUNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PAVIENDA LANE (PRIVATE)ALLEY (PRIVATE)AVIENDA LANE (PRIVATE)PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73OUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314PROPOSED BUILDINGFFE = 925.00GFE = 924.5828'28'24'9'9'9'9'24' 18'18' 18' 18'R11.46'R11.46'R38.54'R13.46' R76.54 'R11.46'R32.54'R11.46'R 5 1 . 4 6 'R1045.54'R1020.46'R1470.54'R1445.46'R11.46'R1 1 . 4 6 'R41.46' R 5 8 . 5 4 ' R38.54'R1623.54'R1602.46'R1198.54'R41 .4 6 'R1177.46'R32.54'630' 5'"STOP" SIGNMNMUTCD R1-1WITH "AVIENDA PARKWAY" & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTS"NO PARKING" SIGNMNMUTCD R8-3R11.46' R32.54'"STOP" SIGNMNMUTCD R1-1WITH "BLUFF CREEK BLVD." & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTS"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3"NO PARKING" SIGNMNMUTCD R8-3R17.46'B-B B-BR3'R3'R3'R3'R3 ' B - B B-BB-BB-BB-BB-B5'5'R76.54'R35'R3'R3'R30'R3'4'(TYP.)(TYP.)4'CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH05010020236ea.ea.Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)The Property is Zoned PUD - Regional LifestyleBuilding Setback Information is as follows:Front Yard = 5 ft.Rear = 5 ft.Residential = 30 ft.PUD Exterior = 30 ft.Parking Setback Information is as follows:Front Yard = 10 ft.Rear = 10 ft.Side = 10 ft.Residential = 20 ft.ImperviousPerviousTotal295,098189,989105,109s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:295,0980295,098s.f.s.f.s.f.6.774.362.416.770.006.77Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe.Proposed monument sign. To be permitted separately.2.3.4.5.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%63.4%36.6%100.0%0.00%100.0%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)C201SCD004.DWGSITE PLANC2.16.Garage Spaces Driveway Spaces108ea.108ea.335 30' BUILDING SETBACKBLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 21PBASIN 28PEAST CENTRAL BASIN BTM=906.43 100-YR HWL = 910.63BLUFF CREEK EAST BASIN BTM=898.15 100-YR HWL =BASIN 46PSUNSET TRAILONLYSTS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS >>STS >>B-3B-2B-1B-4B-5B-6B-7B-8B-9B-13B-14B-15B-17B-18B-19B-25B-26B-27B-28B-29B-30B-31B-32UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>GRADEBREAKGRADEBREAKGRADEBREAKSWALE SWALESTS>>STS>>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS>>11.0411.62PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.5810.00>>>>>>>>>>>>>>>>>>>>>>>>>924924923922921920919918917916915914913912 924 924 923922921922923923924924921920923923924925925925925925925924924924923923922922921923922921920919919920918919918917916922921920919922922924924925924925925924923924924923922921920919918917916915914913923923922923923924 923STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>924925925SEE SHEET 3.2SEE SHEET 3.3SEE SHEET 3.3A)))) )))) )) )) )) )) )) ))CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH080160C301SCD004.DWGOVERALL GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.1T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.336 AVIENDA PARKWAYSTS >>STS >>STS >>STS >>STS >>STS >>>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>ST S>>STS>>STS>>STS>>STS>>STS>>>>STS>>B-13B-14UNDERGROUNDBASIN 25PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>4.8%3.5% 2.4% 5.8% 4.7% 3.7 %5.4%4.7%3.4%5.8%4.8%3.7%5.5%4.1%3.7%5.9%5.3%GRADE BREAK 2.0%2.0%1.3%2.6%0.7%1.6%1.6%2.6%4.4%4.3%3.3% 2.8%2.2%3.2%SWALESTS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>4.2%5.7%11.624.7%4.8%4.2%4.2%PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28STS>>PROPOSED BUILDINGFFE = 925.00GFE = 924.585.5% 3.4%>>>>>>>>>>>>>6.2%9 2 4 924923922921920919918917916915914913912924 924 923922921922923923924924921920 923923924925 925925925 924925925 924923 922 921 920 919 918 917 916 915 914 913923922 923 923 2.0%92492520.99BC21.26BC22.24BC22.14BC21.03BC21.48BC22.08BC22.16BC22.39BC22.70BC21.63BC21.81BC22.71BC23.33BC20.6620.7623.48BC23.58BC24.61BC24.61BC23.86BC22.93BC22.31BC23.62BC21.7621.8120.7020.9821.1321.3124.1322.8922.3822.8822.8322.8822.9223.0023.1323.6723.4423.3223.5723.26BC23.16BC23.21BC23.25BC23.14BC24.17BC23.94BC23.65BC22.32BC23.62BC23.2923.2921.9821.9824.46BC24.1324.46BC23.1323.2923.5323.82BC24.2824.2823.5322.6022.65 BW22.65 BW22.49 BW22.49 BW22.26 BW22.26 BW22.02 BW22.02 BW21.85 BW22.00 BW21.63 BW21.63 BW21.46 BW21.46 BW21.22 BW21.22 BW21.07 BW21.04 BW24.60 TW24.60 TW24.60 TW24.60 TW23.95 TW23.95 TW23.95 TW23.95 TW(22.65)(22.63)(22.49)(22.47)(22.26)(22.23)(22.02)(21.99)(21.85)(21.82)(21.63)(21.60)(21.46)(21.43)(21.22)(21.19)(21.05)(21.03)21.46BC20.9622.18BC21.68(21.06)(21.11)(21.47)(21.42)(21.89)(21.93)(22.15)(22.19)(22.44)(22.72)(22.76)(23.07)(23.09)(23.28)(23.33)(22.48)23.35 TW23.35 TW23.35 TW24.35 TW24.35 TW24.35 TW24.35 TW21.11 BW21.47 BW21.47 BW21.93 BW21.93 BW22.19 BW22.19 BW22.48 BW22.48 BW22.76 BW22.76 BW23.09 BW23.09 BW23.33 BW23.33 BW24.10 TW24.10 TW24.10 TW24.10 TW24.80 TW24.80 TW24.80 TW24.80 TW23.30 BW23.30 BW23.43 BW23.43 BW23.55 BW23.55 BW23.80 BW23.80 BW25.50 TW24.23 BW22.2220.63BC20.42BC(20.54)(20.53)(20.07)(19.57)25.0024.3024.9024.2523.7023.63BC21.5821.8322.0622.3723.3020.55BC20.6120.5320.33BC20.3120.4020.55BC20.0520.31BC19.8123.50BC22.70BC22.3722.39BC22.0625.35 TW25.35 TW23.95 TW21.68 BW20.93 BW24.60 TW25.35 TW24.35 TW21.11 BW23.35 TW23.35 TW21.00 BW21.75 BW24.35 TW23.58 BW23.88 BW24.1123.5525.9025.9823.10 BW23.10 BW22.85 BW22.85 BW22.73 BW22.73 BW22.60 BW22.60 BW22.0022.0122.8923.9023.9023.9823.9824.8524.8524.9324.9324.5824.5024.5824.5025.2825.2025.2825.2022.6125.7825.7024.2225.1025.1825.1825.1023.5924.4524.5324.5324.4520.1720.2321.0821.8323.0923.1124.1624.80 TW22.61 BW25.1125.50 TW23.9222.6322.6022.8622.8123.1023.1323.1123.1422.7222.6422.8922.7922.5922.4022.3822.49(20.81)(20.77)C7.11ROCK CONSTRUCTIONENTRANCE33333333C7.12SILTFENCE26c26a26a26a26bC7.12SILTFENCE3333333C7.12SILTFENCEC7.35COMPOSTLOGC7.14B612 CURB & GUTTERC7.14B612 CURB & GUTTER33)) )))))) ))))C7.14B612 CURB & GUTTER252526bGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH03060C301SCD004.DWGNORTH GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.2T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.337 BLUFF CREEK BLVD.STS>>STS >>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-5B-27B-30UNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>4.0%4.4%4.5%4.3%5.9%2.8%3.5%5.6%3.8%5.8%2.7%3.7%5.7%4.5%5.6%3.7%2.3%4.0% 6.2%GRADEBREAKGRADEBREAK1.2%4.5%0.8%1.9%0.8%0.8%2.6%2.5%3.1%2.6%2.5%2.6%2.6%STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>6.3%4.9%4.4%4.9%4.3%4.8%5.0%5.8%4.8%PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73STS >> 24 . 8 %24.0%24.0%925925925924924924923923 9229 2 2 921 923 922 921920919919920 9 1 8 919918917916922 921 920 919 922922 924 924 925 924 924 923923 923 924STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>0.5%3.9%3.5%2.7%92522.21BC21.40BC18.64BC17.30BC(17.90)19.82 BW22.80 TW20.13 BW20.64 BW21.07 BW22.80 TW(17.40)(17.89)(17.95)17.3717.3717.74BC(17.74)(17.72)18.5321.5621.8122.8023.0725.0324.3422.30BC22.23BC22.30BC22.51BC22.58BC23.12BC22.79BC21.9021.9721.8821.0818.3118.71BC21.88BC22.14BC22.4622.6222.0822.0121.97(19.77)(19.82)23.40BC23.12BC23.40BC23.07(20.08)(20.13)(20.58)(20.64)(21.00)(21.07)24.35 TW22.71 BW22.71 BW23.17 BW23.17 BW23.85 BW23.85 BW24.12 BW24.12 BW24.35 TW24.35 TW24.35 TW24.90 TW24.90 TW24.90 TW24.90 TW24.30 BW24.30 BW24.20 BW24.20 BW24.03 BW24.03 BW20.8423.87 BW23.85 BW23.68 BW23.68 BW23.44 BW23.28 BW23.28 BW25.60 TW25.60 TW23.06 BW23.06 BW22.90 BW22.90 BW25.35 TW25.35 TW(22.67)(22.71)(23.07)(23.17)(23.80)(23.85)(24.09)(24.12)(24.28)(24.30)(24.22)(24.20)(24.06)(24.03)(23.85)(23.83)(23.68)(23.66)(23.44)(23.42)(23.28)(23.26)(23.06)(23.04)(22.90)(22.87)25.50 TW25.50 TW24.23 BW24.23 BW24.25 BW24.25 BW24.50 BW24.50 BW25.25 TW25.25 TW25.25 TW25.25 TW24.25 BW24.25 BW24.00 BW24.00 BW23.88 BW23.88 BW23.75 BW23.75 BW24.25 TW24.25 TW24.25 TW24.25 TW23.25 BW23.25 BW23.00 BW23.00 BW22.88 BW22.88 BW22.75 BW22.75 BW24.4525.7025.0525.7025.7023.13BC22.8022.80 TW19.82 BW20.13 BW20.64 BW22.80 TW25.60 TW25.60 TW25.35 TW24.90 TW24.35 TW22.65 BW23.33 BW22.80 TW21.07 BW21.82 BW21.52 BW22.80 TW20.40 BW19.65 BW23.6623.8423.5323.5323.4523.4522.0222.0117.4717.6621.0324.7824.7024.7024.7825.2525.3325.3325.2522.5521.9024.7324.6524.6524.7324.9323.4025.50 TW25.50 TW25.9825.9025.9025.9825.6525.7325.7325.6526.0026.0826.0826.0024.9024.9024.35 TW24.2225.7025.7822.23BC23.8024.25 TW18.3517.4421.1021.9124.0723.6725.50 TW25.25 TW25.5222.5822.6022.4922.4524.3522.1221.9622.1022.0318.5118.6217.9918.0123.44 BW3C7.11ROCK CONSTRUCTIONENTRANCEC7.12SILTFENCEC7.12SILTFENCE33333326a26a26a26a26b26b252533333333C7.14B612 CURB& GUTTERC301SCD004.DWGGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH03060SOUTH GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.338 BASIN 28PSUNSET TRAIL>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-2B-6B-7B-15B-17B-31B-32STS>>STSSWALESWALE11.0411.62PROPOSED BUILDINGFFE = 925.35GFE = 924.9310.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>924924923922921920919918917916915914913912 924923922921920919922921920 919918917916915914913923923922923C7.12SILTFENCE333C7.12SILTFENCE26aC7.12SILTFENCEC7.35COMPOSTLOGC7.35COMPOSTLOG)))))))))))))))) )))) )))) )))) )))) ))))C301SCD004.DWGGRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100EAST GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.3AT/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.31.32.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY41 ea.2 ea.2,769 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket80,060 sf.32625))))))))))))))))))))):Compost Log170 ft.339 STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand general requirements of the construction contract.The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may washdownstream or contaminate stormwater.Building products that have the potential to leach pollutants must be under cover.Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fuelingand maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof concrete and other washout wastes.External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, etc.) shall be protected with construction or silt fence before work begins.Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator must not disturb more land than can be effectively inspected and maintained.Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.These practices shall remain in place until final stabilization has been established in accordance with the Permit.The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge into any surface water.Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days afterconnecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 7 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.Provide Energy Dissipation at all Pipe Outlets within 24 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.Refer to Permit requirements for temporary or permanent sediment basins.Establish Stabilized Construction ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.1.2.3.4.5.6.7.8.9.10.11.12.13.14.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas.Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.Inspection Records content shall include:A.Date and time of inspections;B.Name of persons conduction inspections;C.Findings of inspections, including specific locations where corrective actions are needed;D.Corrective actions taken including dates, times, and the party taking the corrective action;E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled orsuspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in thePermitBMP Maintenance:A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe is indicated.B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose ofsediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.D.Remove sediment from paved roadways within one calendar day of discovery.E.Remove sediment from around BMPs protecting storm drain inlets.F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar daysof discovery, or as stated by the Permit.G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas and dedicated concrete and asphalt batch plants are cleaned and maintained.H.Replace damaged BMPs that no longer operate effectively.Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.1.2.3.4.5.6.7.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice of Termination (NOT). This does not include any records after submittal of the NOT.The following is a list of records that shall be kept at the project site available for inspectors to review:·Copy of the SWPPP, with any modifications;·Inspection and maintenance records;·Permanent operation and maintenance agreements;·Calculations for the design of temporary and permanent stormwater management systems;·Any other permits required for the project;·Records of all inspection and maintenance conducted during construction; and·All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional ormodified BMPs, designed to correct problems identified or address situations as detailed in the Permit.1.FINAL STABILIZATIONThe Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:A.Ensuring all areas have permanent cover.B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.1.POST CONSTRUCTION / PERMANENT BMPSSee Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting a NOT include:A.Site must have achieved final stabilization (refer to section above).B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed ofproperly.D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete, temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, andthe permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand amendments to the approved SWPPP. Duties include but are not limited to:·Ensuring full compliance with the SWPPP and the Permit·Implementing all elements of the SWPPP, including but not limited to:··Implementing prompt and effective erosion and sediment control measures··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other thanStorm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,etc.·Conducting routine inspections and maintenance·Ensuring elimination of all unauthorized discharges·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:Bahram Akradic/o/ Lifetime Fitnessattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeOperator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:Level 7 Development, Inc.c/o Life Timeattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeSWPPP Designer:Steve Sabraski, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-252-9070ssabraski@landform.netCertification: U of MN, Design of Construction SWPPP, Exp. May 31, 2025SWPPP Inspector / Manager:Chris OlsonLandform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-638-0239colson@landform.netCertification: U of MN, Construction Site Management, Exp. May 31, 2024BMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.Certification: , Exp.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Construct temporary sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs around normal waterlevels within 48-hours of completion of basin grading.Stabilize outlets from temporary sedimentation basins within 24-hours of outlet construction.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct Row Homes and site features.Construct site walks and driveways.Provide final stabilization.Connect infiltration / filtration practices to storm sewer inlets.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, site grading, utility installation, building construction,paving, and landscaping.1.ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHAEOLOGICAL REVIEWSThere are no requirements for storm water due to environmental, endangered species, or archaeological review within theChanhassen AUAR update of May 2017.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in thisdocument as the Permit.The SWPPP includes the following components:·Construction Documents prepared by Landform·Stormwater Management Plan prepared by Landform·Maintenance Plan for permanent stormwater BMPs·Geotechnical Report prepared by Braun Intertec, dated 4-12-2017All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of theabove documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does NOT have more than five (5) disturbed acres draining to a common location and the site drains to an impairedwater, therefore a temporary sediment basin is not required.Temporary sediment basins are provided on the overall AviendaDevelopment plan set and are to be utilized for this project until completion of permanent stormwater BMPs.Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. Thecontractor shall comply with the following requirements:A.Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 44.838601, Longitude: -93.558561Disturbed area = 9.33 ac.Pre-construction impervious area within disturbed area = 0.01 ac.Post-construction impervious area within disturbed area = 4.39 ac.Net change in impervious area within disturbed area = 4.38 ac.Type of stormwater management:·Filtration·Reuse·Wet PondErosion prevention and sediment control quantities are on sheets C3.1 - C3.3.SURFACE WATER BUFFERS50 foot buffers from Surface Waters have been maintained.1.Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;and stormwater does not discharge to it.Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; andstormwater does discharge to it from the overall site. Storm water from Avienda Row Homes does not drain to it.A.TMDLs have been established for this impaired water for Fishes Bioassessment.B.TMDLS have been established for this impaired water for Mercury in Fish Tissue.C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators.Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; andstormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special constructionrequirements for this impairment.B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are nospecial construction requirements for this impairment.Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;and stormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special constructionrequirements for this impairment.B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for thisimpairment.This site will meet these TMDLs using the following methods: Follow Permit requirements.Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwaterfrom the site does not discharge to it.The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCAImpaired Waters Viewer:A.MNDOT Wetland M09B.MNDOT Wetland M10C.Onsite Wetland #3D.Onsite Wetland #4E.Onsite Wetland #6F.MNDOT Stormwater "Englewood" PondCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C304SCD004.DWGMN SWPPP NOTESC3.4340 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PBLUFF CREEK BLVD.MILLS LANE NW0+007+80.79 >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-17B-26B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-301RIM: 920.11INL (W): 911.70INV: 911.7060" DIA4" ORIFICE INV = 911.7WEIR TOP = 913.7TANK OUTLET-300INV: 911.70FES-302INV: 911.62PER DETAIL C7.2/4CB-101ARIM: 921.84INV: 918.0248" DIAPER CITY DETAIL C7.2/3CB-204RIM: 921.85INL (SW): 912.98INV: 917.78INV: 912.7848" DIAPER CITY DETAIL C7.2/3CB-204ARIM: 921.84INL (W): 918.0348" DIAR-3067PER DETAIL C7.2/3CB-207RIM: 917.50INL (E): 914.34INV: 914.3448" DIAR-3067PER DETAIL C7.2/3CB-208RIM: 917.30INV: 914.4548" DIAR-3067PER DETAIL C7.2/3CB-206RIM: 920.85INL (SE): 913.85INV: 913.4548" DIAR-3067PER DETAIL C7.2/3FES-402INV: 912.45PER DETAIL C7.2/4TANK INLET-200INV: 911.7025' - 12" RCP@ -1.0%25' - 12" RCP@ 1.0%38' - 12" RCP@ 0.3%47' - 21" R C P @ 0.5%13' - 24" RCP@ 0.5%148' - 24" RCP @ 0 . 3 %15' - 24" HDPE@ 0.0%98' - 12" HDPE @ 1.0%203' - 12" HDPE @ 1.8%162' - 12" RCP @ 0.3%26' - 21" RCP@ 0.3%49' - 18" RCP@ 0.3%SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>CB-101RIM: 921.85INL (E): 917.77INL (N): 911.77INV: 911.7748" DIAPER CITY DETAIL C7.2/3CB-201BRIM: 923.52INV: 920.19NYLOPLAST DRAINPER DETAIL C7.3/7CB-201ARIM: 924.20INL (N): 918.99INV: 918.99NYLOPLAST DRAINPER DETAIL C7.3/7MH-201RIM: 923.58INL (W): 918.72INL (S): 911.72INV: 911.7248" DIAR-1642PER DETAIL C7.2/2117' - 24" RCP @ 0.3%22' - 6" HDPE@ 1.0%22' - 6" HDPE@ 1.0%88' - 24" RCP @ 0.3%27' - 6" HDPE@ 1.0%120' - 6" HDPE @ 1.0%CB-202ARIM: 924.82INV: 920.7148" DIAPER CITY DETAIL C7.2/3CB-203ARIM: 923.80INV: 920.06NYLOPLAST DRAINPER DETAIL C7.3/7CB-202RIM: 923.90INL (W): 920.49INL (S): 911.99INV: 911.9948" DIAR-3067PER DETAIL C7.2/3TANK INLET -100INV: 911.70CB-203RIM: 923.23INL (W): 919.84INL (S): 912.34INV: 912.3448" DIAR-3067PER DETAIL C7.2/3CB-111RIM: 923.84INL (E): 917.87INV: 917.87NYLOPLAST DRAINPER DETAIL C7.3/7CB-110RIM: 924.22INL (S): 917.12INV: 917.12NYLOPLAST DRAINPER DETAIL C7.3/7CB-109RIM: 924.90INL (S): 916.62INV: 916.62NYLOPLAST DRAINPER DETAIL C7.3/7CB-108RIM: 924.90INL (S): 916.00INV: 916.00NYLOPLAST DRAINPER DETAIL C7.3/7CB-107RIM: 924.16INL (S): 915.38INV: 915.38NYLOPLAST DRAINPER DETAIL C7.3/7CB-106RIM: 923.59INL (S): 914.87INV: 914.87NYLOPLAST DRAINPER DETAIL C7.3/7MH-105RIM: 921.08INL (S): 914.21INL (N): 914.81INV: 913.8148" DIAPER CITY DETAIL C7.2/3CB-103RIM: 922.66INL (W): 912.75INV: 912.5548" DIAR-3067PER DETAIL C7.2/3CB-104RIM: 921.66INL (W): 913.49INV: 913.0948" DIAR-3067PER DETAIL C7.2/3110' - 21" RCP @ 0.5%67' - 18" RCP @ 0.5%64' - 12" RCP @ 0.5%133' - 6" HDPE @ 0.5%101' - 6" HDPE @ 0.5%125' - 6" HDPE @ 0.5%124' - 6" HDPE @ 0.5%99' - 6" HDPE @ 0.5%150' - 6" HDPE @ 0.5%8' - 24" RCP@ 0.2%CB-102RIM: 922.71INL (W): 912.00INV: 912.0048" DIAR-3067PER DETAIL C7.2/3MH-400RIM: 920.76INL (E): 907.7848" DIAR-1642PER DETAIL C7.2/2MH-401RIM: 922.93INL (SE): 911.47INV: 911.4748" DIAR-1642PER DETAIL C7.2/2STS>>STS>>CB-112RIM: 920.90INV: 918.16NYLOPLAST DRAINPER DETAIL C7.3/758' - 6" HDPE @ 0.5%PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>CB-105ARIM: 920.04INL (NE): 915.15INV: 915.1548" DIAR-3067PER DETAIL C7.2/3CB-105BRIM: 920.05INV: 915.4048" DIAR-3067PER DETAIL C7.2/341' - 2 1 " R C P @ 0. 3 %CB-205RIM: 921.73INL (E): 913.31INV: 913.1148" DIAR-3067PER DETAIL C7.2/3INLET 500AINV: 908.0012' - 30" RCP@ 0.3%MH-500RIM: 919.75INL (W): 908.04INV: 908.0448" DIAR-1642PER DETAIL C7.2/278' - 30" RCP @ 0.3%OUTLET 700AINV: 906.00JELLYFISH JF4RIM: 919.59INL (N): 906.00INV: 905.1548" DIAR-1642PER DETAIL C7.2/2STMH 706RIM: 919.44INL (N): 905.08INL (NE): 909.2848" DIAR-1642PER DETAIL C7.2/2OUTLET 700BINV: 909.50MH-501RIM: 920.05INV: 908.2648" DIAR-1642PER DETAIL C7.2/2SAN>SAN>SAN>SAN>SAN>SAN>SAN>CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH050100C401SCD004.DWGUTILITIES - STORM SEWERC4.1Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.341 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PUNDERGROUNDBASIN 47PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >MH-6RIM: 923.24INV: 917.9848" DIASEE DETAIL C7.2/5MH-3ARIM: 924.35INV: 914.8248" DIAR-1642SEE DETAIL C7.2/5MH-3RIM: 922.96INL (E): 913.83INL (S): 914.73INV: 913.7348" DIASEE DETAIL C7.2/6MH-4RIM: 923.68INL (S): 915.54INV: 915.4448" DIAR-1642SEE DETAIL C7.2/5MH-1RIM: 921.47INL (N): 912.2048" DIAR-1642SEE DETAIL C7.2/5199' - 8" PVC @ 0.50%141' - 8" PVC @ 0.50%240' - 8" PVC @ 0.50%229' - 8" PVC @ 0.50%SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>136' - 8" PVC @ 0.50%CONNECT TOEXISTING WATERMAIN8" 11.25°BEND8" 45° BEND8" X 8" TEE8" X 8" TEE8" 11.25° BEND8" 11.25° BEND8" 90° BEND8" 11.25° BEND8" 45° BENDCONNECT TOEXISTING 12" WATERMAINMH-5RIM: 924.92INL (S): 916.78INV: 916.6848" DIAR-1642SEE DETAIL C7.2/5STS>>8" 11.25° BEND8" 22.5° BEND8" X 6" REDUCERSTS>>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.85GFE = 923.43PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>MH-2RIM: 913.74INL (E): 913.05INV: 912.9548" DIAR-1642SEE DETAIL C7.2/5SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-23RIM: 922.91INV: 912.0048" DIAR-1642SEE DETAIL C7.2/5MH-22RIM: 921.33INL (W): 911.19INV: 911.0948" DIAR-1642SEE DETAIL C7.2/5MH-21RIM: 917.80INL (NW): 910.25INV: 910.1548" DIAR-1642SEE DETAIL C7.2/5MH-20RIM: 910.51INL (W): 909.82INL (NE): 900.10INV: 900.0048" DIAR-1642INSIDE DROPSEE DETAIL C7.2/6SAN STUBINV: 900.23150' - 8" PVC @ 0.50%C7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVECLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C401SCD004.DWGUTILITIES - SANITARY SEWER & WATERC4.2NORTH050100Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.342 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.1NO SCALEROCK CONSTRUCTIONENTRANCE1NO SCALESILT FENCE2NO SCALECATCH BASINSEDIMENT TRAP3NO SCALETYPICAL CURB& GUTTER4NO SCALECURB CONSTRUCTIONAT CATCH BASIN5NO SCALETYPICAL CURBRADIUS6NO SCALESTREET INTERSECTIONCONCRETE VALLEY GUTTER7NO SCALETYPICAL RESIDENTIALSTREET SECTION8NO SCALECONCRETESIDEWALK9343 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.2NO SCALEMANHOLE CASTINGS& LIDS DETAIL1NO SCALESTANDARD STORMMANHOLE2NO SCALETYPICAL 4' DIAMETERCATCH BASIN MANHOLE3NO SCALEFLARED END SECTION& TRASH GUARD4NO SCALESTANDARD SANITARYSEWER MANHOLE5NO SCALESANITARY SEWER INSIDEDROP MANHOLE6NO SCALETYPICAL SANITARY SEWER SERVICE(LESS THAN 16' DEEP)7NO SCALETYPICAL WATERSERVICE8NO SCALETYPICAL HYDRANTINSTALLATION9344 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331C701SCD004.DWGCIVIL CONSTRUCTIONDETAILSC7.3NO SCALETYPICAL GATE VALVE& BOX INSTALLATION1NO SCALEPIPE BEDDING INPOOR SOILS2NO SCALEPIPE BEDDING FORPVC PIPE3NO SCALEINSULATED PIPECROSSING4SLOPEVARIESM I N 7" 3"MAX10"MIN2"M A XMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.NO SCALETEMPORARY COMPOST/BIO LOG545dCOMPOST / BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGNO SCALERESERVED.6NO SCALENYLOPLAST DRAIN BASIN7345 BLUFF CREEK BLVD.AVIENDA PARKWAY0+007+80.79 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>BLUFF CREEK BLVD.AVIENDA PARKWAY0+007+80.79 SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>30' VISIBILITYTRIANGLES30' VISIBILITYTRIANGLESL7.13STEEP SLOPE PLANTING (TYP)L7.12CONIFEROUS TREEPLANTING (TYP)L7.11DECIDUOUS TREEPLANTING (TYP)L2.21ENLARGEDLANDSCAPE PLAN11(TYP)11(TYP)11(TYP)11(TYP)11(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)(2) AGAB(1) PIGL(1) ABCO(1) GYDI(2) TIMO(2) TIMO(1) GYDI(1) BENI(1) PIGL(1) CASP(2) PSED(2) ABCO(2) PIDE(2) ABCO(2) PISY(2) PISY(2) PIDE(2) PISY(2) PIDE(1) PIST(1) PISY(1) PIST(1) PIGL(1) PIST(1) PIGL(1) ABCO(2) AGAB(1) BENI(2) GTSK(2) GTSK(2) TIMO(2) TIMO(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) TIMO(1) PSED(1) PSED(1) PIGL(1) CASP(1) CASP(3) AGAB(2) ABCO(1) GYDI(1) GTSK(1) PSED(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) TIMO(1) ACRU(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) GTSK(1) GTSK(1) GTSK(1) AGAB(3) THTY(1) BENI(1) BENI(1) BENI(1) BENI(1) BENI(1) GTSK(2) GTSK(2) THTY(1) BENI(1) BENI(1) BENI(1) BENI(4) THUL(4) THUL(4) THUL(4) THUD(6) THUD(9) THUD(6) THUD(4) THUD(3) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(8) THUD(5) THUD(2) THUD(2) THUD(5) THUD(7) THUD(4) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(2) THUD(2) THUD(8) THUD(5) THUD(2) THUD(2) THUD(5) THUD(7) THUD(5) THUD(4) THUD(4) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(4) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(2) ABCO(1) PSED(2) PSED(3) THTY(2) PSED(3) THTY(1) PISY(1) ABCOEVERGREEN TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONABCO11Abies concolor / White Fir40`H x 20`W8` HTB & BPIGL5Picea glauca / White Spruce50`H x 20`W6`B & BPIDE6Picea glauca 'Densata' / Black Hills White Spruce45`H x 20`W6` Ht.B & BPIST3Pinus strobus / Eastern White Pine65`H x 30`W6`B & BPISY8Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BPSED11Pseudotsuga menziesii / Douglas Fir40`H x 20`W6` HEIGHTB&BTHTY11Thuja occidentalis `Techny` / Techny Arborvitae15`H x 10`W6` Ht.B & BOVERSTORY TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONACRU11Acer rubrum `Autumn Spire` / Autumn Spire Maple50`H x 25`W2.5" CAL.B & BBENI11Betula nigra / River Birch60`H x 50`W2.5"CalB & BCASP3Catalpa speciosa / Northern Catalpa60`H x 40`W2.5"CalB & BGTSK11Gleditsia triacanthos `Skyline` / Skyline Honeylocust40`H x 30`W2.5"CalB & BGYDI11Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTIMO11Tilia mongolica `Harvest Gold` / Harvest Gold LindenB & B2.5"Cal40`H x 30`WUNDERSTORY TREESCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAGAB8Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BSHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUD342Thuja occidentalis 'Degroot's Spire' / Degroot's Spire Arborvitae20`H x 6`W6` HEIGHTB&BTHUL132Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L201SCD004.DWGOVERALLLANDSCAPE PLANL2.1NORTH050100Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule andthe number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same speciesand sizes and equal or better vigor as original installation.2.3.4.5.6.8.9.10.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULECITY REQUIREMENTSMinimum of one (1) deciduous or coniferous overstory tree placed in front yard of each lot.City Approved Tree List (Sec. 18-61)Sodded turf. See Note #7LEGEND7.11.53 lotsRequiredProposed53112Rock Mulch. See Note #1212.Trees propsed for Avienda Parkway and Bluff Creek Boulevard346 SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>AVIENDA PARKWAY(1) HYDB(1) SYRP(2) HEUP(2) HYDB(2) HEUP(2) SYRP(4) THUL(1) SPIR(1) HYDB(2) WEIG(2) DIES(2) HYPE(2) AZAA(2) POTE(4) THUL(1) FORS(1) FORS(2) HYDA(1) CORB(1) SPIS(1) PHMS(1) PAEO(2) SPIS(2) PHMS(4) THUL(2) SYRP(2) WEIG(1) HYDB(2) SPIR(2) HYDB(2) HEUP(1) SYRP(1) SPIR(1) SYRP(1) SPIR(2) HEUP(1) WEIG(1) HYDBL7.15PERENNIALPLANTING (TYP)L7.14SHRUBPLANTING (TYP)8(TYP)12(TYP)12(TYP)12(TYP)12(TYP)8(TYP)8(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)SHRUBSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUL12Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L202SCD004.DWGENLARGEDLANDSCAPE PLANL2.2NORTH01020Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. Quantities shown on this sheet are for this sheet only. Quantities onthis sheet are for a typical group of four units and do not reflect total quantities for design of all units. For discrepancy between thenumber of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULESodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek Boulevard347 LUMINAIRE SCHEDULECALLOUTSYMBOLQUANTITYMOUNTINGMODELVOLTSDEFAULTELEVATIONNOTE 1S4POLEGE LIGHTING SOLUTIONS, ERL1_16E540_____120V 1P 2W18'STREET LIGHT - EXCEL APPROVEDNW crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.68MAXIMUM FOOT-CANDLES7.3MINIMUM FOOT-CANDLES0.1MINIMUM TO MAXIMUM FC RATIO0.01MAXIMUM TO MINIMUM FC RATIO102.77AVERAGE TO MINIMUM FC RATIO37.68SE crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.39MAXIMUM FOOT-CANDLES5.2MINIMUM FOOT-CANDLES0.4MINIMUM TO MAXIMUM FC RATIO0.08MAXIMUM TO MINIMUM FC RATIO12.33AVERAGE TO MINIMUM FC RATIO5.77+80.79 GF=927.8928.1 (FFE)927.6GF=922.0914.5FBWO0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.04.33.42.90.00.00.00.00.00.00.00.00.00.00.00.00.01.70.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.05.22.60.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.50.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.24.05.73.00.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.37.32.70.30.00.00.00.00.00.00.10.20.40.81.63.03.42.51.80.70.10.10.00.00.00.00.00.00.00.10.82.43.93.12.10.30.00.10.20.40.81.52.21.80.60.20.00.00.00.00.10.51.23.33.72.50.40.10.90.00.00.02.10.70.10.00.00.00.00.70.10.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.10.61.50.00.00.10.41.02.40.00.10.30.71.40.20.40.83.93.21.93.82.70.70.12.42.21.53.52.40.40.10.71.41.71.71.02.21.60.30.10.81.52.11.70.71.01.20.90.20.11.02.43.22.20.40.60.70.50.11.33.63.72.20.40.11.94.03.52.80.56.94.20.77.14.20.83.72.90.53.72.30.43.32.20.52.01.70.71.21.20.80.60.60.91.01.11.21.00.61.01.82.22.11.10.72.03.53.92.80.10.20.21.02.83.55.25.10.10.10.32.14.79.39.42.90.11.14.56.87.22.0NW CROSSWALKSE CROSSWALKSSSSAVIENDA PARKWAYBLUFF CREEK BLVDAVIENDA PARKWAYCLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L401SCD004.DWGPHOTOMETRICS PLANL4.1NORTH050100PHOTOMETRICS NOTESLIGHT POLE BASE SHALL BE DESIGNED AND PROVIDED BY OTHERS. LISTED MOUNTING HEIGHTS(MH) INCLUDE HEIGHT OF POLE BASE.CALCULATIONS BASED ON EVOLVE COBRA LIGHT FIXTURES. ANY SUBSTITUTIONS NEED TOMEET CODE REQUIREMENTS.REQUIREMENTS (PER CITY OF CHANHASSEN DIRECTION)1.2.NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) FOR ROUNDABOUT LIGHTING. INTERSECTIONS AND CROSSWALKS:-COLLECTOR/COLLECTOR = 1.8 FOOT CANDLES-COLLECTOR/LOCAL = 1.6 FOOT CANDLES-LOCAL/LOCAL = 1.6 FOOT CANDLESCALCULATIONS FOR PEDESTRIAN CROSSINGS TAKEN 5' ABOVE GRADE PER NCHRP STANDARDS.ALL FIXTURES SHALL BE TYPE 'CONTEMPORARY' AS SHOWN IN GRAPHIC ON THIS SHEET.3.4.4.CALCULATION AREAS348 CLIENT REVIEWCITY SUBMITTALSESSES21 APRIL 202305 MAY 2023OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY SUBMITTALMAY 5, 2023SCD14001.LEV.0042023 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331L701SCD004.DWGLANDSCAPE DETAILSL7.1SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)FROM TOP OF ROOTBALL.2" X 2" X 24" WOOD STAKE SET AT ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD. SEE SPECIFICATIONS.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)TREE WRAP TO FIRST BRANCH NOTES:8' STEEL STAKE.PLACE WITHINTWO (2) INCHESOF ROOT BALL.NO SCALEDECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH(SEE PLANS)1TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BECOVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAINAPPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE (1) PER WIRE8' STEEL STAKE.PLACE TWO (2) INCHESFROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BEUTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIODAS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:NO SCALECONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDFOUR (4") INCHES SHREDDED HARDWOOD MULCH2IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NOTES:NO SCALESTEEP SLOPE PLANTINGSCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EDGE CONDITION VARIES(SEE PLANS)EDGING (SEE PLANS)PLANTING SOIL(SEE PLANS)MULCH (SEE PLANS)ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,ABOVE ROOT BALL SURFACE, CENTERED ONDOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADEEXISTING SUBGRADEORIGINAL GRADE SHALL PASS THROUGH POINTWHERE TRUNK MEETS TOP OF ROOT BALL.DIG PLANTING PIT3X WIDTH OF ROOT BALLSECTIONSECTIONPLAN VIEWSECTION VIEWROUND-TOPPED BERMROOT BALL EDGESLOPE3SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.PLACE PLANTAS SHOWN ON PLANEXISTING SUBGRADEREFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADEIF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUTDESTROYING SOIL MASS.DIG PLANTING PIT NO DEEPER THAN HEIGHT OFROOT BALL.NOTES:TOP OF ROOT MASSSHALL BE LEVEL WITHFINISHED GRADEPLANTING SOIL (SEE PLANS)NO SCALESHRUB PLANTINGDIG PLANTING PIT3X WIDEST DIMENSION OF ROOT BALLROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.FOUR (4) INCH HIGH SOIL BERMCONSTRUCTED AROUND ENTIREROOT BALL. BERM SHALL BEGIN AT ROOTBALL EDGE.MULCH (SEE PLANS)EDGING (SEE PLANS)412"6"MIN.MIN.SPACING VARIES(SEE PLANS)IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NO SCALEPERENNIAL PLANTING18" MIN.SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EXISTING SUBGRADEBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED.(SEE PLANS)REFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE PLANTING BEDEDGINGMULCHCREATE SAUCER AROUND PLANTWITH PLANTING SOILPERENNIALPLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1) FOOT FROM EDGE OF PLANTING BED5349 THE AVIENDA TOWNHOME ( 4 PLEX ) CHANHASSEN MN DRAWING INDEX Not Used Main Level Floor Plan A-6 A-5 ARCHITECTURAL Exterior (Right) Elevations Exterior (Left) Elevation Exterior (Front)Elevation A-1 A-3 A-2 A-7 Foundation Plan A-8 Landscape PlanL-1 A-4 Building SectionsA-10 T-1 Titleblock Sheet Exterior (Back) Elevation Upper Level Floor Plan 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO. SHEET INDEX Lower Level Finish Plan A-3 Electrical Plan First Floor Plan A-6 A-7 A-5 A-4 ARCHITECTURAL Exterior (Side) Elevations Exterior (Back) Elevation Exterior (Front)Elevation T-1 A-2 A-1 I-2 E-1 E-2 A-8 A-9 S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation Plan Interior Elevations Electrical Plan Building Sections Building Sections Main Floor Framing Plan I-1 Interior Elevations Titleblock / Survey I-3 Interior Elevations Building Sections I-4 Interior Elevations T-1 350 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO. SHEET INDEX Lower Level Finish Plan A-3 Electrical Plan First Floor Plan A-6 A-7 A-5 A-4 ARCHITECTURAL Exterior (Side) Elevations Exterior (Back) Elevation Exterior (Front)Elevation T-1 A-2 A-1 I-2 E-1 E-2 A-8 A-9 S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation Plan Interior Elevations Electrical Plan Building Sections Building Sections Main Floor Framing Plan I-1 Interior Elevations Titleblock / Survey I-3 Interior Elevations Building Sections I-4 Interior Elevations A-1 351 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phone charlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. © Charles Cudd Co. THESE PLANS AND THE HOME CONSTRUCTED PURSUANT TO THE PLANS ARE THE EXCLUSIVE COPYRIGHTED PROPERTY OF CHARLES CUDD CO. AND ARE PROTECTED BY UNITED STATES COPYRIGHT LAW. ANY UNAUTHORIZED USE OF THESE PLANS IS STRICTLY PROHIBITED Copyright © 2022 SIGN:DATE: RESIDENCE FOR: ADDRESS: LOT No.: JOB No.: BLOCK No.: PROJECT: DATE DRAWN: CUSTOMER PLAN REVIEW: RELEASE: DRAWN BY: DATE:DESCRIPTION: REVISIONS / ISSUE DATES DATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-3352 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-4353 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phone charlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. © Charles Cudd Co. THESE PLANS AND THE HOME CONSTRUCTED PURSUANT TO THE PLANS ARE THE EXCLUSIVE COPYRIGHTED PROPERTY OF CHARLES CUDD CO. AND ARE PROTECTED BY UNITED STATES COPYRIGHT LAW. 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NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsA-7356 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phonecharlescudd.comSHEET NO. SHEET INDEX Lower Level Finish Plan A-3 Electrical Plan First Floor Plan A-6 A-7 A-5 A-4 ARCHITECTURAL Exterior (Side) Elevations Exterior (Back) Elevation Exterior (Front)Elevation T-1 A-2 A-1 I-2 E-1 E-2 A-8 A-9 S-1I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.© Charles Cudd Co.THESE PLANS AND THE HOMECONSTRUCTED PURSUANT TO THEPLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OFCHARLES CUDD CO. AND AREPROTECTED BY UNITED STATESCOPYRIGHT LAW. ANY UNAUTHORIZEDUSE OF THESE PLANS IS STRICTLYPROHIBITEDCopyright © 2022SIGN:DATE:RESIDENCE FOR:ADDRESS:LOT No.:JOB No.:BLOCK No.:PROJECT:DATE DRAWN:CUSTOMERPLAN REVIEW:RELEASE:DRAWN BY:DATE:DESCRIPTION:REVISIONS / ISSUE DATESDATE:DESCRIPTION:Foundation Plan Interior Elevations Electrical Plan Building Sections Building Sections Main Floor Framing Plan I-1 Interior Elevations Titleblock / Survey I-3 Interior Elevations Building Sections I-4 Interior Elevations A-8 357 15050 23rd Ave. N. ● Plymouth, MN 55447 ● 612-333-8020 phone charlescudd.comSHEET NO.SHEET INDEXLower Level Finish PlanA-3Electrical PlanFirst Floor PlanA-6A-7A-5A-4ARCHITECTURALExterior (Side) ElevationsExterior (Back) ElevationExterior (Front)ElevationT-1A-2A-1I-2E-1E-2A-8A-9S-1I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. © Charles Cudd Co. THESE PLANS AND THE HOME CONSTRUCTED PURSUANT TO THE PLANS ARE THE EXCLUSIVE COPYRIGHTED PROPERTY OF CHARLES CUDD CO. AND ARE PROTECTED BY UNITED STATES COPYRIGHT LAW. ANY UNAUTHORIZED USE OF THESE PLANS IS STRICTLY PROHIBITED Copyright © 2022 SIGN:DATE: RESIDENCE FOR: ADDRESS: LOT No.: JOB No.: BLOCK No.: PROJECT: DATE DRAWN: CUSTOMER PLAN REVIEW: RELEASE: DRAWN BY: DATE:DESCRIPTION: REVISIONS / ISSUE DATES DATE:DESCRIPTION:Foundation PlanInterior ElevationsElectrical PlanBuilding SectionsBuilding SectionsMain Floor Framing PlanI-1Interior ElevationsTitleblock / SurveyI-3Interior ElevationsBuilding SectionsI-4Interior ElevationsL-1358 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION | DRAFT TOOLE DESIGN | 1 TRAFFIC IMPACT ANALYSIS Avienda June 23, 2023 359 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 2 TRAFFIC IMPACT ANALYSIS Avienda I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. 52899 6/16/2023 Jeremy Andrew Chrzan, P.E., PTOE License No. Date Approved: Carver County 360 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 3 CONTENTS Executive summary 4 Proposed Development and Study Area 5 Existing Traffic Conditions 7 Future Projected Traffic Conditions Without Development 10 Background growth 10 Site Traffic 13 Traffic Impact of Proposed Development 18 Problem Areas 29 Congestion 29 Crash Analysis 29 Recommended Improvements and Mitigation Measures 31 Conclusion 32 The results, recommendations, and commentary contained herein are based on assumptions and predictions of future land use, development patterns, population growth, transportation mode split, and other factors which are subject to change. This document provides a relative prediction of potential changes in traffic operations as a result of a particular project but is not intended to provide a precise determination of conditions at any future date. This document is an instrument of professional service. Reuse or alteration is at the user’s sole risk. 361 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 4 EXECUTIVE SUMMARY This study has been prepared in anticipation of the proposed Avienda development. The site is bounded on the north by Lyman Boulevard and on the east by Powers Boulevard in Chanhassen, MN. The proposed development is a mixed-use plan including a variety of attached residential units, retail, and service uses in the approved PUD, with the potential for additional development in the southeast quadrant. For the purposes of this study, the SE quadrant was assumed to contain additional retail, hotel, and office space as was shown in the 2017 AUAR Study completed by Kimley Horn on behalf of the City of Chanhassen. The potential full buildout of the site was calculated to include up to 897 AM peak hour trips and 845 PM peak hour trips. Based on a scoping conversation with Carver County staff, the follow three intersections were included in this study. 1. Lyman Boulevard/Sunset Trail 2. Powers Boulevard/Lyman Boulevard 3. Powers Boulevard/Bluff Creek Boulevard/T.H. 212 SB Ramps The peak traffic periods studied were AM and PM weekday peak hours. Existing conditions were determined based on the 2017 volumes from the Kimley Horn 2017 AUAR Report, with 1.5% compound growth rate to the study year. Based on the analysis in this report, with the three study intersections currently operate at acceptable levels of service D or better under existing conditions. In the 2040 future background condition without the proposed development, all intersections will continue to operate at LOS D or better during both peak hours. The intersection of Lyman Boulevard at Sunset Trail is recommended for construction of a signal at an interim stage when approximately 73% of full buildout trip generation occurs to mitigate the LOS F at the northbound approach. With the proposed signal at full build out, the intersection of Lyman Boulevard at Sunset Trail is forecast to operate at LOS C or better on all movements during both the AM and PM peak hours. The intersection of Powers Boulevard at Bluff Creek Boulevard is planned for modifications that will include signal changes and a new eastbound leg. With the planned signal and lane use modifications at Powers Boulevard and Bluff Creek Boulevard it will operate at LOS D or better in all approaches. With full buildout of the Avienda development and optimization of the traffic signal timings, the intersection of Powers Boulevard at Lyman Boulevard will also operate at LOS D or better during both peak hours. The site plan as shown will provide adequate internal circulation for both drivers and pedestrians, as well as adequate ingress and egress sight distance. The impact of the development is proposed to be mitigated with the following recommendations: Construction of the recommended signal control at the intersection of Lyman Boulevard and Sunset Trail as outlined in the draft ICE study for that intersection. Construction of the approved signal improvements at the intersection of Powers Boulevard/Bluff Creek Boulevard as outlined in the prior approved ICE study and plans for that intersection. 362 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 5 PROPOSED DEVELOPMENT AND STUDY AREA This study has been prepared in anticipation of the proposed Avienda development. The site is currently undeveloped but has been rough graded. The development is located in the southwest quadrant of the intersection of Lyman Boulevard and Powers Boulevard in Chanhassen, MN. Toole Design staff met with Carver County review staff for a scoping meeting on May 18, 2023. During that meeting the study area and assumptions for this study were outlined and confirmed via email. The study area includes three intersections: 1. Lyman Boulevard/Sunset Trail 2. Lyman Boulevard/Powers Boulevard 3. Powers Boulevard/Bluff Creek Boulevard A map of the development location and study intersections are provided in Figure 1. Figure 1: Location of the Subject Development and Study Intersections The proposed development as per the currently approved PUD is a mixed-use residential and retail development consisting of apartment and townhome residential, as well as attached senior living, retail, restaurant, and a daycare center. This site was the subject of a prior Alternative Urban Areawide Review (AUAR) traffic analysis performed by Kimley-Horn & Associates (KHA) on behalf of the City of Chanhassen in 2017. The plan assumed in that study also included a hotel and office in the SE quadrant of the proposed development, but this was omitted from the most recent approval. The site is bounded on the north by Lyman Boulevard and on the east by Powers Boulevard. Figure 1 and Figure 2 show the site with and without the SE quadrant; larger figures can be found in Appendix J which provide more legible information on site layout and use locations. 363 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 6 Figure 2. Approved PUD Amendment without the SE Quadrant Figure 3. Prior plan with SE Quadrant 364 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 7 EXISTING TRAFFIC CONDITIONS Lyman Boulevard and Powers Boulevard both have a functional classification of “A - Minor Expander” and a posted speed limit of 50 mph. Sunset Trail and Bluff Creek Boulevard are classified as a “Local Road” with an assumed speed limit of 30 MPH, to reflect statutory speed limits for the state of Minnesota. The northern leg of the intersection of Sunset Trail and Lyman Boulevard is a residential street providing access to 10 existing homes. The eastern leg of the intersection of Powers Boulevard with Bluff Creek Boulevard is the southbound on- and off-ramps for T.H. 212, a limited access highway that serves as a principal arterial. The existing intersection of Lyman Boulevard and Sunset Trail is STOP controlled on the Sunset Trail approach and uncontrolled on the Lyman Boulevard approaches. The existing intersection geometric configuration is as follows: » Eastbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane » Westbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane » Northbound: Unmarked lanes currently serving as a construction entrance » Southbound: One shared lane for left and right turns The intersection of Lyman Boulevard and Powers Boulevard is signalized. The existing intersection geometric configuration is as follows: » Eastbound: One dedicated left turn lane, one thru lane, and one yield-controlled channelized right turn lane » Westbound: One dedicated left turn lane, one thru lane, and one thru/right turn lane » Northbound: Two dedicated left turn lanes, two thru lanes, and one dedicated right turn lane » Southbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane The intersection of Powers Boulevard/T.H. 212 SB/Future Bluff Creek is signalized. The existing intersection geometric configuration is as follows: » Eastbound: Unmarked unpaved area currently serving as a construction entrance (Planned Bluff Creek Boulevard) » Westbound: One Left turn lane, two right-turn lanes » Northbound: Two dedicated left turn lanes, two thru lanes, and one dedicated right turn lane » Southbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane Intersection turning movements were obtained from the AUAR 2017 traffic analysis and are summarized in Appendix A. These counts were adjusted to current year assuming a 1.5% growth rate compounded annually. The 2023 Existing Conditions turning movement count volumes for weekday AM and PM peak periods, as well as ADT volumes are shown in Figure 4. 365 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 8 Figure 4 - 2023 Existing Conditions Volumes Existing condition level of service, delay and 95th percentile queues were analyzed using Synchro 11 Highway Capacity Methodology. The summarized results are shown in Table 1. As shown in Table 1 the intersection of Lyman Boulevard and Sunset Trail currently operates with all movements except the southbound left turn at LOS A. The southbound left turn operates at LOS C during the AM peak hour and LOS B during the PM peak hour. Table 1 - 2023 Existing Conditions Intersection Operations Intersection Control Approach Movement 2023 ‐ Existing AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Lyman Blvd & Sunset Trail TWSC Lyman Blvd EBL 9.5 A 0 8.3 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 0 A 0 0 A 0 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 0 A ‐ 0 A ‐ 366 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 9 Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 0 A ‐ 0 A ‐ Sunset Trail SBL 17.9 C 2.5 14.2 B 2.5 Sunset Trail SBT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd & Powers Blvd Signal Lyman Blvd EBL 29.7 C 73 25.8 C 79 Lyman Blvd EBT 40.9 D 167 59.1 E #293 Lyman Blvd EBR 1.3 A 0 8.4 A 70 Lyman Blvd WBL 25.5 C 28 25.9 C 57 Lyman Blvd WBTR 40.3 D 118 30.7 C 97 Powers Blvd NBL 29.9 C 169 24.1 C 76 Powers Blvd NBT 15.3 B 134 16.8 B 121 Powers Blvd NBR 1.5 A m6 0.6 A 0 Powers Blvd SBL 49.6 D 86 51.7 D 100 Powers Blvd SBT 30.1 C 90 39.5 D 221 Powers Blvd SBR 2.9 A 20 0.8 A 1 Overall 26.1 C ‐ 29.3 C ‐ Powers Blvd & Bluff Creek Blvd Signal Bluff Creek Blvd EBL ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBL 44.7 D 64 39.9 D 167 212 Off Ramp WBT ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBR 9.6 A 39 1.5 A 0 Powers Blvd NBL ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBT 6.1 A 61 10 A 66 Powers Blvd NBR 0.1 A m0 0 A m0 Powers Blvd SBL 1.1 A 6 2.8 A 17 Powers Blvd SBT 0.9 A 10 1.8 A 18 Powers Blvd SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 8.9 A ‐ 11.2 B ‐ 367 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 10 FUTURE PROJECTED TRAFFIC CONDITIONS WITHOUT DEVELOPMENT BACKGROUND GROWTH The 2017 AUAR traffic analysis assumed a 1.5% annual growth rate. Table 2 shows nearby historical AADTs and Table 3 compares nearby AADT volumes from both 2017 and 2019 with 1.5% annual growth to county provided forecast volumes for 2040. As shown in the table, forecasting 1.5% growth on traffic counts collected in the vicinity of the study intersection results in comparable to, or higher than, volumes forecasted by the county’s 2040 model. Generally, the 2017 volumes, grown to 2040 are closer to the 2040 model volumes because AADTs for Lyman Blvd were higher in 2017 than 2019, potentially due to nearby construction. Based on this comparison, this study will continue to use the 2017 collected volumes as the base for this analysis with 1.5% compounded annual growth applied to the design year of 2023 and the analysis year of 2040. This approach was confirmed with Angie Stenson of Carver County via email. Table 2 Historical AADT Year AADT Lyman Blvd Lyman Blvd Lyman Blvd East of Powers Blvd West of Powers Blvd West of Audubon 2001 2900 ‐ ‐ 2003 3250 13000 15000 2005 2850 11100 13400 2007 2900 12000 15300 2009 2700 8800 11300 2011 2450 8200 8600 2012 ‐ 8800 9400 2013 2850 ‐ ‐ 2014 ‐ 9700 ‐ 2015 4000 ‐ 14600 2017 3850 11000 13000 2019 4150 ‐ 11900 2021 4007 ‐ ‐ 368 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 11 Table 3 - Growth Comparison Location 2017 AADT1 2019 AADT2 2040 with 1.5% Growth on 20173 2040 with 1.5% Growth on 20193 2040 Carver County Projections4 Lyman Blvd West of Powers Blvd 11,000 9,500 15,492 n/a 16,400 Lyman Blvd West of Audubon 13,000 11,900 18,309 16,268 Lyman Blvd East of Powers Blvd 5,100 4,350 7,183 5,947 7,200 Powers Blvd South of Lyman Blvd 11,300 n/a 15,915 n/a 19,000 Powers Blvd North of Lyman Blvd 9,300 9,900 13,098 13,534 11,500 1. 2017 AADT Volumes provided by Whitney Schroeder of Carver County Public Works 2. 2019 AADT Volumes obtained from MnDOT Traffic Mapping Application. 3. 1.5% growth compounded annually from count year as noted. 4. Carver County projected 2040 volumes as provided by Scenario 3 of Carver County’s 2040 Comprehensive Plan. The 1.5% compound annual growth was applied to the existing turning movement and ADT volumes from the 2017 AUAR study to produce 2040 volumes without the proposed development as shown in Figure 5. Figure 5 - No Build Turning Movement Volumes 369 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 12 These volumes were applied to the Synchro model to obtain delay, LOS, and queue results for each of the study intersections. As shown in Table 4, with projected 2040 volumes without the proposed development all movements at all study intersections will operate at LOS D or better during both the AM and PM peak hours. Table 4 - No Build 2040 Intersection Operations Intersection Control Approach Movement 2040 No Build AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Lyman Blvd & Sunset Trail TWSC Lyman Blvd EBL 10.5 B 0 8.7 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 0 A 0 0 A 0 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 0 A ‐ 0 A ‐ Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 0 A ‐ 0 A ‐ Sunset Trail SBL 25.8 D 7.5 18.1 C 5 Sunset Trail SBT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd & Powers Blvd Signal Lyman Blvd EBL 29.7 C 94 26.8 C 98 Lyman Blvd EBT 42.8 D 228 74 E #422 Lyman Blvd EBR 3.4 A 23 8.1 A 81 Lyman Blvd WBL 23.8 C 32 29.3 C 70 Lyman Blvd WBTR 41.9 D 151 34.2 C 127 Powers Blvd NBL 31.9 C 250 23 C 95 Powers Blvd NBLT 17.8 B 180 18.2 B 154 Powers Blvd NBR 1.6 A m12 1 A M2 Powers Blvd SBL 52.4 D 107 55.2 E 123 Powers Blvd SBT 34.1 C 115 54.2 D #338 Powers Blvd SBR 6.5 A 47 1 A 0 Overall 28.3 C ‐ 35.5 D ‐ 370 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 13 Powers Blvd & Bluff Creek Blvd Signal Bluff Creek Blvd EBL ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Bluff Creek Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBL 36.8 D 64 34.4 C 206 212 Off Ramp WBT ‐ ‐ ‐ ‐ ‐ ‐ 212 Off Ramp WBR 23.7 C 39 2.3 A 0 Powers Blvd NBL ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBLT 10.1 B 61 13.6 B 87 Powers Blvd NBR m0 0 A m0 Powers Blvd SBL 2.5 A 6 6.7 A m34 Powers Blvd SBT 1.6 A 10 2.9 A m27 Powers Blvd SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 14.2 B ‐ 11.6 B ‐ SITE TRAFFIC The existing site is currently undeveloped and generates no vehicular trips beyond construction traffic. The 2017 AUAR was completed prior to a planned unit development (PUD) amendment that had been issued for this site, dated September 12, 2022. The PUD amendment plan shown previously in Figure 2, does not include the Southeast (SE) quadrant of the development whereas the prior development plan, shown in Figure 3, does. The SE quadrant includes additional retail space, a hotel, and office space. The analyses in the following sections will treat both cases separately as the SE quadrant may eventually develop with this or another development plan, but at this time there is not an approved PUD that includes this area. Table 5 and Table 6 show the estimated trips that will be generated as a result of the development with and without the SE quadrant respectively. Trip generation was calculated using the 11th Edition of the Trip Generation Manual and the NCHRP 8-51 Internal Capture Tool. As a result of this, the values shown in Table 6 are not identical to the “Updated Avienda Development-Driven Trip Generation” Memorandum dated July 26, 2022, which utilized the 10th edition of the Trip Generation Manual rates. The total site generated, driveway, and net new trips saw an increase due to changes in the ITE equations and rates; however, the land use, land use intensity, and overarching methodology have remained the same. Similarly, the values in Table 5 are not identical to the previously submitted ICE report dated November 18, 2022, which utilized the 10th edition of the Trip Generation Manual rates. The NCHRP 8-51 worksheets are included in Appendix G. 371 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 14 Table 5. Development Plan Trip Generation Estimation without SE Quadrant (2022 PUD Development Plan) Land Use LUC Intensity Unit Trip Generation Values Daily AM Total (In/Out) PM Total (In/Out) Day Care Center 565 10,000 SF 476 110 (58/52) 111 (52/59) Retail 820 151,000 SF 9,806 223 (138/85) 759 (364/395) Restaurant 932 28,000 SF 3,002 268 (147/121) 253 (155/99) Residential‐ Attached (Apartments) 221 417 DU 1,893 172 (40/132) 163 (99/64) Residential‐ Attached (Senior Living) 252 300 DU 972 60 (20/40) 75 (42/33) Residential‐ Attached (Townhomes) 220 92 DU 665 51 (12/39) 60 (38/22) Total Site Generated Trips 16,814 884 (416/468) 1,422 (751/671) Internal Capture Reduction 846 116 (58/58) 488 (244/244) 13% (14%/12%) 34% (33%/36%) Total Driveway Trips 15,969 768 (358/410) 934 (506/428) Pass‐By Reduction 4,344 0 (0/0) 378 (195/183)) Total Net New Trips 11,625 768 (358/410) 566 (311/245) 372 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 15 Table 6. Development Plan Trip Generation Estimation with SE Quadrant Land Use LUC Intensity Unit Trip Generation Values Daily AM Total (In/Out) PM Total (In/Out) Day Care Center 565 10,000 SF 476 110 (58/52) 111 (52/59) Retail 820 167,000 SF 10,224 232 (144/88) 816 (392/425) Restaurant 932 28,000 SF 3,002 268 (147/121) 253 (155/99) Office 710 150,000 SF 1,651 237 (209/28) 232 (40/193) Residential‐ Attached (Apartments) 221 417 DU 1,893 172 (40/132) 163 (99/64) Residential‐ Attached (Senior Living) 252 300 DU 972 60 (20/40) 75 (42/33) Residential‐ Attached (Townhomes) 220 92 DU 665 51 (12/39) 60 (38/22) Hotel 310 100 Rooms 799 43 (24/19) 46 (24/23) Total Site Generated Trips 19,682 1173 (654/519) 1758 (841/917) Internal Capture Reduction 1,854 276 (138/138) 655 (328/328) 24% (21%/27%) 37% (39%/36%) Total Driveway Trips 17,829 897 (516/381) 1103 (514/589) Pass‐By Reduction 4,465 0 (0/0) 395 (203/192) Total Net New Trips 13,363 897 (516/381) 845 (377/468) Tables 5 and 6 Notes and Assumptions 1. For restaurants, reasonable land use options were Fast Casual, High Quality, and High-Turnover (Sit-Down). Used High-Turnover (Sit- Down) land use because it had trip generation numbers in the middle of all three options. This analysis assumes the restaurants will be open during morning peak hours. AM Totals should not be used if the restaurants will not be open during AM peak traffic on adjacent street. 2. One of the retail land uses includes a grocer, and two of the residential-attached (apartment) land uses include senior living facilities. In this analysis, grocer and senior living facilities were not specifically used for trip generation, but they could be broken out to give a more specific estimate. 3. Internal Capture Reduction: Land use interchange distances were omitted from the calculation. It was assumed that 100% of trips would be motor vehicle trips (0% transit and 0% non-motorized). Vehicle occupancy of 1 was assumed. 4. Pass-By Reduction: Pass-by rates obtained from the 11th Edition of the ITE Trip Generation Manual included 44% for Daycare, 29% for Shopping Center and 43% for High-Turnover (Sit-Down) Restaurant. Site generated traffic from both the original trip generation and updated PUD trip generation described above was assigned to the study intersections based on the site trip assignment assumptions from the 2017 AUAR study. Based on that study, the inbound and outbound percent distribution assumption is shown in Figure 6. It is assumed that 8% of generated trips will enter and exit through the new connections of Bluff Creek Boulevard to the west, and the remainder will enter and exist through the main access points of Lyman Boulevard at Sunset Trail and Powers Boulevard at Bluff Creek Boulevard/T.H. 212 SB Ramps. The site generated trips were assigned to the study intersections based on the distribution outlined in Figure 6 below. The residential only scenario site generated trips are shown in Figure 7, and the full buildout of the site with and without the SE quadrant respectively are shown in Figures 8 and 9. 373 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 16 Figure 6. Inbound / Outbound Trip Distribution Figure 7. Residential Only Trip Site Generated Traffic Assignment 374 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 17 Figure 8. Full Buildout Without SE Quadrant - Site Generated Traffic Assignment Figure 9. Full Buildout with SE Quadrant - Site Generated Traffic Assignment 375 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 18 TRAFFIC IMPACT OF PROPOSED DEVELOPMENT Site generated traffic assignments were added to the 2025 and 2040 Base future condition volumes to obtain future year build forecasted traffic volumes. Trips generated by only the residential portion of the site was also considered for a likely near-term scenario, as the intended phasing of the site will include early construction of the townhome residential units, with assumed completion in 2025, with the retail to follow once the adjacent residential occupancy provides a local market demand. The following scenarios were developed, and the resulting volumes are shown in Figures 10 through 12. 2025 Build TMC related to residential land use only (near term scenario) With Approved PUD Development (without the SE Quadrant): o 2040 Build TMC (long term scenario) With Prior Assumed Development (with the SE Quadrant) o 2040 Future TMC (long term scenario) Figure 10 - 2025 Build Residential Only Future Traffic Volumes 376 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 19 Figure 11 – 2040 Buildout Volumes without Southeast Quadrant Figure 12 - 2040 Buildout Volumes without Southeast Quadrant 377 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 20 The volumes shown in the figures above were applied to the Synchro model to produce LOS, delay and 95th percentile queue measures for each of the study intersections. At the intersection of Lyman Boulevard and Sunset Trail, the existing TWSC traffic control was analyzed for the interim 2025 Residential condition, as well as the recommended signal at 2040 full buildout as per the draft ICE analysis for this location. The ICE analysis also considered a roundabout at this location, which was not recommended due to impacts to utilities and an existing private driveway and thus has not been included in this document. These analysis scenarios are summarized in Table 7through Table 9. Table 7 - 2025 Residential Only Near Term Intersection Operations Intersection Control Approach Movement 2025 – Residential Build Only (Near Term Scenario) AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Sunset Trail & Lyman Blvd TWSC Lyman Blvd EBL 9.6 A 0 8.3 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 8.1 A 0 9.3 A 2.5 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 21.8 C 12.5 26.2 D 10 Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 9.5 A 2.5 10.8 B 2.5 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 19.4 C 5 15.4 C 2.5 Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd & Powers Blvd Signalized Lyman Blvd EBL 29.5 C 74 25.8 C 81 Lyman Blvd EBT 40.6 D 172 59.8 E #306 378 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 21 Lyman Blvd EBR 1.3 A 0 8.3 A 72 Lyman Blvd WBL 25.2 D 29 26.1 C 58 Lyman Blvd WBT 40.9 D 124 31.9 C 106 Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBL 27.5 C 177 23.2 C 84 Powers Blvd NBT 13.2 B 151 16.1 B 140 Powers Blvd NBR 1.2 A m10 0.7 A m2 Powers Blvd SBL 49.7 D 88 51.8 D 102 Powers Blvd SBT 30.6 C 95 41.1 D #255 Powers Blvd SBR 3.4 A 27 0.7 A 0 Overall 25.1 C ‐ 29.9 C ‐ Powers Blvd & Bluff Creek Blvd Signalized Bluff Creek Blvd EBL 45.9 D 39 44.5 D 27 Bluff Creek Blvd EBT 45.3 D 25 44.3 D 17 Bluff Creek Blvd EBR 2.8 A 0 1.3 C 0 SB Off Ramp WBL 43.3 D 61 39.2 F 171 SB Off Ramp WBT 37.0 D 36 28.8 D 65 SB Off Ramp WBR 10.9 B 87 6.7 F 72 Powers Blvd NBL 12.1 B m15 16.8 C m31 Powers Blvd NLT 12.7 B 143 16.4 B 78 Powers Blvd NBR 0.0 A m0 0.0 B m0 Powers Blvd SBL 4.6 A 20 8.4 B 67 Powers Blvd SBT 3.7 A 34 5.9 A 75 Powers Blvd SBR 0 A 0 0.1 A m0 Overall 12.9 B ‐ 15.1 B ‐ 379 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 22 Table 8 - 2040 Full Buildout - Without SE Quadrant Intersection Operations Intersection Control Approach Movement 2040 – Without SE Quadrant AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Sunset Trail & Lyman Blvd TWSC Lyman Blvd EBL 10.6 B 0 8.7 A 0 Lyman Blvd EBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd EBR ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBL 8.8 A 5 10.4 B 5 Lyman Blvd WBT ‐ ‐ ‐ ‐ ‐ ‐ Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBL 63.1 F 85 64.7 F 55 Sunset Trail NBLT 0 A ‐ 0 A ‐ Sunset Trail NBR 10.1 B 5 11.9 B 5 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 32.1 D 10 21.5 C 5 Sunset Trail SBR ‐ ‐ ‐ 8.7 A ‐ Overall ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail & Lyman Blvd Signalized Lyman Blvd EBL 6.9 B 8 6.5 A 7 Lyman Blvd EBT 7.5 A 79 9.0 A 158 Lyman Blvd EBR 1.8 A 15 1.9 A 14 Lyman Blvd WBL 7.2 A 24 8.1 B 23 Lyman Blvd WBT 9.7 A 194 7.8 A 95 Lyman Blvd WBR 1.6 A 3 1.6 A 3 380 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 23 Sunset Trail NBL 27.8 C 83 26.2 C 55 Sunset Trail NBT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBR 0.2 A 0 0.2 A 0 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 11.2 B 16 11.2 B 16 Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 10.2 B ‐ 9.5 A Lyman Blvd & Powers Blvd Signalized Lyman Blvd EBL 31.1 C 107 27.7 C 110 Lyman Blvd EBT 42.1 D 235 73.8 E #443 Lyman Blvd EBR 2.5 A 13 7.9 A 81 Lyman Blvd WBL 23.6 C 33 29.5 C 70 Lyman Blvd WBT 43.6 D 164 35.4 D 138 Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBL 28.1 C 252 22.2 C 102 Powers Blvd NBT 14.9 B 129 17.8 B 178 Powers Blvd NBR 0.4 A m0 0.6 A m3 Powers Blvd SBL 52.4 D 108 55.2 E 123 Powers Blvd SBT 35.2 D 126 56.5 E #330 Powers Blvd SBR 7.7 A 58 2.7 A 13 Overall 27.1 C ‐ 35.7 D ‐ Powers Blvd & Bluff Creek Blvd Signalized Bluff Creek Blvd EBL 46.5 D 68 47 D 51 Bluff Creek Blvd EBT 44.2 D 42 46 D 31 Bluff Creek Blvd EBR 16.5 F 74 6.9 A 17 SB Off Ramp WBL 36.6 D 67 35 D 206 381 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 24 SB Off Ramp WBT 37.8 D 118 30.1 C 118 SB Off Ramp WBR 21.9 F 172 6.4 A 78 Powers Blvd NBL 18.4 C m88 25.3 C m69 Powers Blvd NBLT 18.8 B 222 21 C 107 Powers Blvd NBR 0.0 A m0 0.1 A m0 Powers Blvd SBL 10.1 B 34 22.8 C m#113 Powers Blvd SBT 8.1 A 61 11.4 B m122 Powers Blvd SBR 0.1 A 0 0.1 A m0 Overall 19.9 B ‐ 18.8 B ‐ Table 9 - 2040 Full Buildout With SE Quadrant Intersection Operations Intersection Control Approach Movement 2040 – With SE Quadrant AM PM Delay (sec) LOS 95%ile Queue (ft) Delay (sec) LOS 95%ile Queue (ft) Sunset Trail & Lyman Blvd Signalized Lyman Blvd EBL 6.9 A 8 6.5 A 7 Lyman Blvd EBT 7.5 A 79 9.0 A 158 Lyman Blvd EBR 1.6 A 18 1.7 A 17 Lyman Blvd WBL 7.6 A 32 8.7 A 31 Lyman Blvd WBT 9.7 A 194 7.8 A 95 Lyman Blvd WBR 1.6 A 3 1.6 A 3 Sunset Trail NBL 27.5 C 78 28.2 C 91 Sunset Trail NBLT ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail NBR 0.2 A 0 0.4 A 0 382 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 25 Sunset Trail SBL ‐ ‐ ‐ ‐ ‐ ‐ Sunset Trail SBT 11.2 B 16 11.2 B 16 Sunset Trail SBR ‐ ‐ ‐ ‐ ‐ ‐ Overall 9.1 A ‐ 9.0 A ‐ Lyman Blvd & Powers Blvd Signalized Lyman Blvd EBL 33.8 C 91 23.7 C 91 Lyman Blvd EBT 42.0 D 214 47.7 D 334 Lyman Blvd EBR 3.1 A 20 8.0 A 95 Lyman Blvd WBL 24.3 C 33 24.2 C 62 Lyman Blvd WBT 39.7 D 158 28.8 C 121 Lyman Blvd WBR ‐ ‐ ‐ ‐ ‐ ‐ Powers Blvd NBL 41.0 D #286 41.9 D 125 Powers Blvd NBLT 12.8 B 119 20.3 C 198 Powers Blvd NBR 0.3 A m1 0.2 A m0 Powers Blvd SBL 52.3 D 108 54.4 D 123 Powers Blvd SBT 27.3 C 105 30.0 C 251 Powers Blvd SBR 7.1 A 69 3.9 A 34 Overall 27.8 C ‐ 27.3 C Powers Blvd & Bluff Creek Blvd Signalized Bluff Creek Blvd EBL 46.4 D 66 45.1 D 71 Bluff Creek Blvd EBT 44.2 D 40 42.7 D 44 Bluff Creek Blvd EBR 16.6 B 73 19.2 B 92 SB Off Ramp WBL 35.5 D 67 34.9 C 206 SB Off Ramp WBT 41.3 D 167 29.3 C 134 383 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 26 SB Off Ramp WBR 20.4 C 170 5.7 A 64 Powers Blvd NBL 19.7 B m125 31.7 C m114 Powers Blvd NBLT 19.4 B 224 23.1 C 120 Powers Blvd NBR 0.0 A m0 0.1 A m0 Powers Blvd SBL 12.5 B 39 38.0 D m#172 Powers Blvd SBT 10.3 B 72 15.9 B m131 Powers Blvd SBR 0.2 A 1 0.2 A m0 Overall 20.7 C ‐ 23.0 C ‐ A traffic signal warrant analysis was performed for the intersection of Lyman Boulevard and Sunset Trail. The warrant was conducted as per the MN MUTCD. Future thirteen-hour counts were estimated at this location by applying hourly factors to the 2025 Build turning movement counts outlined above. Historic daily count data in hourly increments covering at least 24 hours was provided by Carver County. This data was used to develop hourly count factors comparing eastbound link volumes to the eastbound overall peak hour (PM) and westbound link volumes to the westbound overall peak hour (AM). These factors were then applied to the approach volumes at Sunset Trail to obtain factored future thirteen-hour counts. Those counts were then compared to MN MUTCD Chapter 4 Signal Warrant Analysis criteria for both the near term 2025 with the Residential Only scenario and the 2040 Approved PUD Build Volumes. Right turn volumes from the minor streets were adjusted using the NCHRP 457 recommended methodology, which is in alignment with the 2007 MnDOT ICE memo guidance for low volume right-turns like those at this location in that they both recommend reduction of the full minor street right-turn volume. The results are summarized below, and detailed signal warrant worksheets are contained in Appendix D. Under the current approved development plan a signal warrant would not be met at this location in the near term. By 2040 if 1.5% annual compounded growth is realized a signal may be warranted. In 2025 with site volumes based on only the residential portion of the Approved PUD development quantities: Warrant 1 – Eight Hour Volume is not met based on the projected vehicular volumes. Warrant 2 – Four Hour Volume is not met based on the projected vehicular volumes. Warrant 3 – Peak Hour Volume is intended only for special circumstances where a large volume of traffic discharges onto a roadway in a short period of time, such as a manufacturing plant or industrial complex, and does not apply to this location. Warrant 4 – Pedestrian Warrant was not analyzed since very limited existing pedestrian activity is present at the site under existing conditions and very few pedestrians are expected to cross Lyman Boulevard in the future. This may warrant future study. Warrant 5 – School Crossing does not apply to this location as there is not an adjacent school. Warrant 6 - Coordinated Signal System does not apply to this location as there is no indication that insufficient platooning exists along Lyman Boulevard. 384 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 27 Warrant 7 – Crash Experience is not met. This warrant requires at least five crashes in a consecutive 12- month period, and as discussed earlier there is only one intersection related crash at this location in 2013 and no crashes in more recent years. Warrant 8 – Roadway network does not apply to this site as this site is not the intersections of two major routes. The only warrants were met in the 2040 Build scenario with the SE Quadrant included: Warrant 2 – Four Hour Volume is met based on the projected vehicular volumes. All other warrant results remain the same as the 2023 Approved PUD Plan scenario. Signal “Trigger” Analysis By request of the City of Chanhassen and Carver County, an analysis was performed to identify the number of trips that would trigger an LOS change from LOS D to LOS E, which is less than desirable LOS, for the northbound left movement at the intersection of Lyman Boulevard and Sunset Trail with the existing TWSC intersection control. Using Synchro 11, it was identified that 73% of the total trips for full buildout would trigger an LOS change. Table 10 below compares the number of total trips to the number of trips that would trigger an LOS change and the potential need for a signal. Table 10 - Trigger Point Trip Generation Daily AM Total (In/Out) PM Total (In/Out) Total New Trips 17,829 897 (516/381) 845 (377/468) Trigger Trips 13,015 655 (377/278) 617 (275/342) Ingress and Egress Safety and Sight Distance Two planned access points are located at the existing intersections of Lyman Boulevard at Sunset Trail and Powers Boulevard at the T.H. 212 SB Ramps. Existing conditions at these intersections include flat grades with no visual obstructions that would limit sight distance. The proposed access legs at these intersections will maintain the existing sight distances. The proposed layout also connects the internal layout of the Avienda site to the adjacent Liberty on Bluff Creek residential development via Bluff Creek Boulevard and Mills Drive. No existing safety issues were noted based on the crash data discussed above. As the development builds out and volumes increase, exposure for northbound traffic and westbound inbound lefts at the currently TWSC intersection of Lyman Boulevard and Sunset Trail will increase as those volumes increase with the potential for left turn/right angle crashes. The recommended traffic signal is suited to help mitigate that specific crash type. Turn phasing for the signal should be considered at the time of detailed design with a focus on safety. Internal Circulation Internal circulation on the site will be provided by Bluff Creek Boulevard, Sunset Trail and Avienda Parkway. There are three single lane roundabouts planned on the site, which will facilitate efficient and safe movement of vehicular traffic within the site. The internal circulation plan also includes connection to the adjacent development through Mills Drive and Bluff Creek Boulevard to promote reduced internal trips, walkability, and ample travel choice. 385 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 28 Pedestrian circulation is provided with sidewalks and paths planned adjacent to all the main internal roadways named previously. The internal pedestrian and bicycle connections will provide connection to the existing asphalt sidepath on the north side of Lyman Boulevard and on the west side of Powers Boulevard in the vicinity of the site for easy multimodal access to and from the site. 386 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 29 PROBLEM AREAS CONGESTION Based on the analysis summarized above, the southbound left and through and eastbound through movements at the intersection of Powers Boulevard and Lyman Boulevard are forecast to operate at undesirable LOS E during the PM peak hour under 2040 full buildout conditions. A simple optimization of the signal timing splits was tested at this location to better accommodate the site volumes, and with that change all movements are forecast to operate at LOS D or better. The existing TWSC traffic control at the intersection of Lyman Boulevard and Sunset Trail will not be adequate for the full buildout of the proposed site. A detailed ICE analysis has been prepared for this intersection, which currently recommends a signalized intersection for the ultimate buildout. With a signalized intersection in this location no congestion issues are expected, and all movements are forecast to operate at LOS D or better during both peak hours under full buildout conditions. Similarly, an ICE analysis was previously conducted and approved for the intersection of Powers Boulevard at T.H. 212, which recommended modifications to the existing signal to provide the following configuration: Eastbound: One dedicated left turn lane, one thru lane and one dedicated right turn lane; protected- permissive left turn phasing Westbound: Two dedicated left turn lanes, one thru lane and one dedicated right turn lane; protected- only left turn phasing Northbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane; protected- permissive left turn phasing Southbound: One dedicated left turn lane, two thru lanes, and one dedicated right turn lane; protected- permissive left turn phasing With the proposed layout the intersection is forecast to operate at LOS D or better during both the AM and PM peak hours in all movements. Generally, no new congestion issues or other undue traffic impacts are expected as result of the Avienda development. CRASH ANALYSIS MNDOT provided a summary of crashes spanning the years 2013-2021 for the intersection of Lyman Boulevard at Sunset Trail, and for the years 2016 to 2021 at the intersection of Powers Boulevard at Bluff Creek/T.H. 212 Ramps for the previously completed ICE analyses at these locations and is included in Appendix B. Focusing on the three most recent years of data, 2019-2021 a single property damage related crash was reported in 2021 near Lyman Boulevard and Sunset Trail where the driver struck a deer, making the incident not related to the intersection. At the intersection of Powers Boulevard at Bluff Creek Boulevard/T.H. 212 Ramps, in terms of crash type, the highest frequency of crashes at this intersection are sideswipes – same direction crashes, comprising nearly 60% of all crashes at this intersection. Sideswipe crashes may occur when turning movements have two (or more) turn lanes. Recommended mitigation measures, as it relates to the construction of Bluff Creek Boulevard, to reduce sideswipe collisions include: 387 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 30 Add turn path markings for the westbound dual left turn lane movements. Replace the advanced lane assignment signage for the westbound approach. Improved signal timing, including operating dual left turn lane movements as protected-only during the day and protected-permissive overnight. 388 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 31 RECOMMENDED IMPROVEMENTS AND MITIGATION MEASURES Based on the problem areas identified above the following mitigation measures are recommended: Installation of a traffic signal at the intersection of Lyman Boulevard and Sunset Trail at such time that it is warranted, with three northbound lanes to provide future flexibility. Modification to the intersection of Powers Boulevard at Bluff Creek Boulevard to provide full access to the planned site with lane uses outlined previously. Signal optimization at Powers Boulevard at Lyman Boulevard as traffic patterns shift in the future. 389 AVIENDA TRAFFIC IMPACT ANALYSIS TOOLE DESIGN | 32 CONCLUSION The three study intersections currently operate at acceptable levels of service D or better. In the 2040 future background condition without the proposed development, all intersections will continue to operate at LOS D or better during both peak hours. The subject site is planned to include a mix of residential and retail development, with an assumed potential for additional retail and office in the southeast quadrant. With the SE quadrant, the potential full buildout of the site was calculated to include up to 897 AM peak hour trips and 845 PM peak hour trips, which have been assigned to the three study intersections in this analysis. The intersection of Lyman Boulevard at Sunset Trail is recommended for construction of a signal at an interim stage when approximately 73% of full buildout trip generation occurs to mitigate the LOS F at the northbound approach. With the proposed signal at full build out, the intersection of Lyman Boulevard at Sunset Trail is forecast to operate at LOS C or better on all movements during both the AM and PM peak hours. The intersection of Powers Boulevard at Bluff Creek Boulevard is planned for modifications that will include signal changes and a new eastbound leg. With the planned signal and lane use modifications at Powers Boulevard and Bluff Creek Boulevard it will operate at LOS D or better in all approaches. With full buildout of the Avienda development and optimization of the traffic signal timings, the intersection of Powers Boulevard at Lyman Boulevard will also operate at LOS D or better during both peak hours. The site plan as shown will provide adequate internal circulation for both drivers and pedestrians, as well as adequate ingress and egress sight distance. No undue impact that will not be mitigated by the planned access improvements has been identified by this study. 390 AVIENDA TRAFFIC IMPACT ANALYSIS APPENDIX A STUDY RELATED CORRESPONDENCE AND PRIOR STUDY REFERENCES 391 NOT TO SCALE N Lyman Blvd Audubon RoadPowers Blvd212 Pioneer Trail EXHIBIT 3 EXISTING CONDITIONS PEAK HOUR TRAFFIC VOLUMES LEGEND Existing Intersection Site Location Undeveloped Area AM (PM) Peak Hour Volumes AADT Volumes XX (XX) X,XXX 208 (599) 139 (273) 11 (5) 263 (80)425 (166)203 (167)243 (532) 52 (219) 104 (340) 329 (259)10 (9)456 (238)108 (63)170 (429) 62 (74) 184 (156) 20 (55) 72 (60)44 (24)406 (169)335 (304) 72 (83) 150 (249) 105 (267)5 (5)5 (5) 693 (383) 5 (5) 5 (5) 322 (594)168 (472)51 (132) 75 (223) 77 (64) 551 (269) 209 (120)3 (10)23 (48) 165 (66) 191 (538)8 (27)44 (130)21 (23)76 (87)50 (22) 8 (12)574 (300)69 (137)48 (21)56 (23) 74 (72) 23 (68) 14 (41) 103 (90)72 (201)103 (295) 91 (109) 128 (304) 75 (262) 67 (69)298 (128)156 (126)321 (117) 106 (75) 262 (212) 84 (146)0 (6)185 (484) 45 (124) 0 (2) 33 (19) 155 (61)24 (50)3 (5)467 (180) 12 (7) 8 (0) 0 (0)155 (216)82 (93) 585 (233) 113 (155) 155 (41) 245 (506)13 (0)20 (6) 7 (2) 633 (217) 68 (222) 39 (10)190 (90)401 (166)42 (7) 8 (2) 203 (455) 149 (373)52 (52)185 (549) 21 (21)581 (211) 52 (52) 21 (21)8,6008,1009,200 9,60038,00010,5002,200 1 2 , 1 0 0 14,600 13,6009,8009,6004,900 46,0009,700 3,200 1,600 392 NOT TO SCALE N Lyman Blvd Audubon RoadPowers BlvdPioneer Trail212Sunset TrailEXHIBIT 4 FUTURE YEAR (2022) TRIP GENERATION & DISTRIBUTION SUMMARY 3% LEGEND Site Location Undeveloped Area Site Traffic Distribution Total Site Traffic (Inbound/Outbound) X% XX (XX/XX) 5% 10% 10% 10% 2% 30% 15% Option A Option B Daily 14,265 9,446 AM Peak 1,065 (620/445) 680 (420/260) PM Peak 1,330 (575/755) 865 (375/490) Option A Option B Daily 3,676 4,840 AM Peak 455 (345/110) 680 (590/90) PM Peak 455 (125/330) 650 (115/535) Option A Option B Daily 3,065 3,065 AM Peak 405 (355/50) 405 (355/50) PM Peak 425 (50/375) 425 (50/375) 5% 10% 393 1 Barbara Mosier From:Whitney Schroeder <wschroeder@co.carver.mn.us> Sent:Tuesday, May 23, 2023 2:53 PM To:Barbara Mosier Cc:Angie Stenson; Darin Mielke; Bender, George; Howley, Charles; Henricksen, Erik; Jack Johansen; Steven Sabraski; Jeremy Chrzan; Leon Yacoubian Subject:RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Hi Barbara, I have added my responses to your email below in red. Please let me know if there is anything else you need from me. Thanks! Whitney Schroeder, PE, PTOE | Traffic Engineer Carver County Public Works 11360 Highway 212, Suite 1, Cologne, MN 55322 O: 952.466.5208 | M: 952.254.6918 Email: wschroeder@co.carver.mn.us Web: www.co.carver.mn.us From: Barbara Mosier <bmosier@tooledesign.com> Sent: Monday, May 22, 2023 4:18 PM To: Whitney Schroeder <wschroeder@co.carver.mn.us> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Subject: RE: Lyman Blvd at Sunset Trail ICE Report EXTERNAL EMAIL: Do not click any links or open any attachments unless you trust the sender and know the content is safe. Thank you Whitney! I just wanted to verify our understanding of the requirements of this TIA. The couple of items you were going to confirm are highlighted in yellow: We will be performing a TIA analysis as per the Traffic Impact Analysis Guidelines in Appendix A of the August 3, 2016 Development Review Process document. Study Area – 1. Lyman Blvd at Sunset Trail 2. Lyman Blvd at Powers Blvd 3. Powers Blvd at Bluff Creek /212 SB Ramps Study Scenarios ‐ Existing Conditions/No Build – Whitney to confirm whether this is unnecessary 394 2 Existing Conditions – Yes, necessary Forecasted No Build – No, not necessary Future – Whitney to confirm that there are not additional planned changes to the lane use at Lyman Blvd/Powers Blvd (as in the 2018 memo) that should be assumed in future conditions No expected changes, please use the same configuration as it is currently. Build Years remain as in Lyman Blvd/Sunset Trail ICE Analysis Lyman/Sunset Build Alternatives – to remain the same as in ICE, with the addition of either a RIRO or ¾ Access – Whitney to confirm which Only necessary to analyze the ¾ Access with the following movements: o NB & SB Lefts – restricted o EB & WB Lefts – allowed o All Rights ‐ allowed Base Data, growth methodology, and trip generation may remain the same as in ICE Criteria for "concerning" "unacceptable" impact ‐ LOS D or better on all approaches Travel Demand Management Plan – not required for this study. This TIA will incorporate the control alternatives analysis and “trigger point” analysis from the ICE study, and address the comments received on the most recent submittal for that study and a separate revised ICE submittal will not be required. This TIA will also fulfill the requirement for an updated trip generation memo at Powers/Bluff Creek/212 SB Ramps. – Whitney to Confirm ICE Report for Lyman/Sunset: Yes, an updated ICE Report will still be necessary to submit apart from this TIA. The purpose of this TIA is for the County only, but the ICE report will need State Aid’s approval and signature. 395 3 ICE Report for Powers/Bluff Creek/212 SB Ramps: Pending on the findings of the TIA. As long as the proposed alternative for the intersection doesn’t change significantly from the previously approved ICE Report’s recommendations, an updated ICE Report is not required. Looking forward to confirmation on the highlighted items. Please let me know if there’s anything else above that doesn’t match your expectations. Thank you! Barbara Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Whitney Schroeder <wschroeder@co.carver.mn.us> Sent: Thursday, May 18, 2023 2:18 PM To: Barbara Mosier <bmosier@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Subject: RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Hi Barbara, As requested, here is a link to a previously completed TIA for your reference: 2021‐09‐03 24434 Traffic Impact Analysis.pdf Thanks, Whitney Schroeder, PE, PTOE | Traffic Engineer Carver County Public Works 11360 Highway 212, Suite 1, Cologne, MN 55322 O: 952.466.5208 | M: 952.254.6918 Email: wschroeder@co.carver.mn.us Web: www.co.carver.mn.us From: Barbara Mosier <bmosier@tooledesign.com> Sent: Tuesday, May 16, 2023 11:13 AM To: Whitney Schroeder <wschroeder@co.carver.mn.us>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report 396 4 EXTERNAL EMAIL: Do not click any links or open any attachments unless you trust the sender and know the content is safe. Hi Whitney – Can we schedule a meeting to review your comments, and the TIA scope needs? My schedule is fairly flexible over the next few days outside of 10‐1:30 CDT tomorrow or 8 AM Thursday. If you have an example TIA you could provide, that would be helpful so we can make sure we’re formatting everything in the way that would be easiest for you to review. As a starting point I’ve reviewed the TIA requirements here ‐ is that the correct guideline document for this? Thank you, Barbara Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Whitney Schroeder <wschroeder@co.carver.mn.us> Sent: Thursday, May 4, 2023 1:23 PM To: Barbara Mosier <bmosier@tooledesign.com>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Barbara, Attached are my comments for the revised ICE report. Please let me know if you have questions or would like to discuss. Thanks, Whitney Schroeder, PE PTOE | Traffic Engineer Carver County Public Works 11360 Highway 212, Suite 1, Cologne, MN 55322 O: 952.466.5208 | M: 952.254.6918 Email: wschroeder@co.carver.mn.us Web: www.co.carver.mn.us From: Barbara Mosier <bmosier@tooledesign.com> Sent: Friday, April 28, 2023 4:27 PM To: Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report 397 5 EXTERNAL EMAIL: Do not click any links or open any attachments unless you trust the sender and know the content is safe. All, Please find at this share link a revised ICE report for Sunset and Lyman, which includes all requested edits, as well as a comment response memo tracking the comments received and changes made. The file size has gotten a bit high with the appendix material, please let me know if you have any issues with the share link. Revised ICE Report ‐ Deliverable https://tooledesign.egnyte.com/fl/qE3GsQJUCR Password:s4aoELjG8DyB Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Henricksen, Erik <ehenricksen@chanhassenmn.gov> Sent: Monday, April 10, 2023 5:19 PM To: Barbara Mosier <bmosier@tooledesign.com>; Jack Johansen <jjohansen@co.carver.mn.us>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us>; Bender, George <gbender@chanhassenmn.gov>; Howley, Charles <chowley@chanhassenmn.gov> Subject: RE: Lyman Blvd at Sunset Trail ICE Report STAY NOTICING: This email is not from someone at Toole Design Group. Use caution when clicking links or opening attachments. Make sure you trust the sender and content. Barbara, See attached. After you have reviewed the comments the City and County would be open to another virtual meeting to discuss any of them and coordinate next steps with the developer and the ultimate build‐out. Thank You, Erik Henricksen, PE Project Engineer CITY OF CHANHASSEN PH. 952.227.1165 FX. 952.227.1170 www.ChanhassenMN.gov 398 6 From: Barbara Mosier <bmosier@tooledesign.com> Sent: Friday, April 7, 2023 9:25 AM To: Jack Johansen <jjohansen@co.carver.mn.us>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us> Subject: RE: Lyman Blvd at Sunset Trail ICE Report Thank you for sending your comments. Erik – can you confirm whether will Chanhassen also be providing comments? Thank you, Barbara Barbara Mosier PE | Director of Traffic Engineering, Mid-Atlantic Licensed in MD, VA, DC (she/her) TOOLE DESIGN bmosier@tooledesign.com | 301.927.1900 x222 From: Jack Johansen <jjohansen@co.carver.mn.us> Sent: Friday, April 7, 2023 10:00 AM To: Barbara Mosier <bmosier@tooledesign.com>; Henricksen, Erik <ehenricksen@chanhassenmn.gov>; Steven Sabraski <SSabraski@landform.net>; Jeremy Chrzan <jchrzan@tooledesign.com>; Leon Yacoubian <lyacoubian@tooledesign.com> Cc: Angie Stenson <astenson@co.carver.mn.us>; Darin Mielke <dmielke@co.carver.mn.us>; Whitney Schroeder <wschroeder@co.carver.mn.us> Subject: RE: Lyman Blvd at Sunset Trail ICE Report Jack Johansen (jjohansen@co.carver.mn.us) has sent you a protected message. Read the message Learn about messages protected by Microsoft Purview Message Encryption. Privacy Statement Learn More on email encryption. Microsoft Corporation, One Microsoft Way, Redmond, WA 98052 399 AVIENDA TRAFFIC IMPACT ANALYSIS APPENDIX B CRASH DATA 400 Year Hour Crash Severity No. Killed No. Vehicles Officer Narrative Lighting Condition Weather Surface Condition 2013 15 Possible Injury Crash 0 2 On 10/24/2013 at 1512 hours, there was a two vehicle personal injury crash near the intersection of CSAH 18 and Sunset Trail in the city of Chanhassen. Unit 1 was traveling eastbound on CSAH 18 and had to brake quickly for the vehicle in front of him. Unit 1 stated he moved into the westbound lane to avoid a crash. Unit 2 was traveling eastbound behind Unit 1. Unit 2 stated she saw the vehicle in front of her stop quickly and she tried to avoid the crash and struck the rear of Unit 1. Unit 1 sustained minor damage to the rear of the vehicle. Unit 2 sustained severe damage to the front. Unit 1 was driven from the scene and reported no injuries. Unit 2 was towed by Shakopee Towing. Driver 2 was checked and cleared by Ridgeview Paramedics. Driver 2 refused transport. No citations were issued for this incident. Daylight Cloudy Dry 2013 7 Property Damage Only Crash 0 1 On 12/04/2013 at 0730 hours there was a single vehicle crash near the intersection of Lyman Blvd. and Sunset Trail in the city of Chanhassen. I noticed a green in color van in the northbound ditch. The vehicle as not occupied and no driver was present. Vehicle is held for resale and I was unable to make contact with the owner of the vehicle. The van entered the ditch and struck a chain link fence causing damage to approximately 4-6 sections of the fence. The vehicle was left at location. The owner of the fence was notified and was given the case number for the incident. Sunrise Snow Snow 2014 19 Property Damage Only Crash 0 1 Unit 1 was Eastbound on Lyman and struck a deer. Vehicle was drivable. No injuries.Dark (Street Lights Off)Rain Wet 2016 14 Property Damage Only Crash 0 1 I observed a vehicle parked on the side of the road with its windshield smashed. I attempted to talk the driver but there was a language barrier. From what I could collect the driver was traveling westbound on Lyman Blvd. when she lost control striking a sign near the intersection of Lyman Blvd and Sunset Blvd. The driver could not say why she lost control of the vehicle. The vehicle sustained moderate damage to the front end and was towed from the scene. Daylight Clear Dry 2021 18 Property Damage Only Crash 0 1 Unit 1 was traveling eastbound on Lyman Blvd near Sunset Trl when a deer struck Unit 1. Unit 1 sustained damage to the rear driver's side door, rear driver's side body panel and rear driver's side tail light.Daylight Clear Dry 401 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX C SYNCHRO REPORTS 402 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION T WO-WAY STOP CONTROLLED 403 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2023 EXISTING CONDITIONS 404 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 352 0 0 758 5000505 Future Volume (vph) 5 352 0 0 758 5000505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 5 378 0 0 815 5000505 Shared Lane Traffic (%) Lane Group Flow (vph) 5 378 0 0 815 50000100 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.0% ICU Level of Service A Analysis Period (min) 15 405 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 352 0 0 758 5000505 Future Vol, veh/h 5 352 0 0 758 5000505 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 378 0 0 815 5000505 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 820 0 0 378 0 0 796 1208 189 1014 1203 408 Stage 1 ------388388-815815- Stage 2 ------408820-199388- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 805 - - 1177 - - 278 182 821 193 183 593 Stage 1 ------607607-338389- Stage 2 ------591387-784607- Platoon blocked, % - - - - Mov Cap-1 Maneuver 805 - - 1177 - - 274 181 821 192 182 593 Mov Cap-2 Maneuver ------274181-192182- Stage 1 ------603603-336389- Stage 2 ------586387-779603- Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 17.9 HCM LOS A C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 805 - - 1177 - - 290 HCM Lane V/C Ratio - - - 0.007 -----0.037 HCM Control Delay (s) 0 0 0 9.5 - - 0 - - 17.9 HCM Lane LOS AAAA - -A - -C HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.1 406 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 79 164 115 22 201 79 444 366 48 68 186 118 Future Volume (vph) 79 164 115 22 201 79 444 366 48 68 186 118 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.401 0.646 0.950 0.950 Satd. Flow (perm) 747 1863 1583 1203 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 52 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 85 176 124 24 216 85 477 394 52 73 200 127 Shared Lane Traffic (%) Lane Group Flow (vph) 85 176 124 24 301 0 477 394 52 73 200 127 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 24.4 19.1 19.1 18.7 12.5 28.5 49.9 49.9 9.7 28.6 28.6 Actuated g/C Ratio 0.24 0.19 0.19 0.19 0.12 0.28 0.50 0.50 0.10 0.29 0.29 v/c Ratio 0.32 0.49 0.25 0.09 0.64 0.49 0.22 0.06 0.43 0.20 0.22 Control Delay 29.7 40.9 1.3 25.5 40.3 29.9 15.3 1.5 49.6 30.1 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 40.9 1.3 25.5 40.3 29.9 15.3 1.5 49.6 30.1 2.9 407 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 25.6 39.3 22.1 25.0 Approach LOS CDCC Queue Length 50th (ft) 41 91 0 11 80 138 81 0 45 52 0 Queue Length 95th (ft) 73 167 0 28 118 169 134 m6 86 90 20 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 279 421 535 283 686 978 1766 872 223 1012 577 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.30 0.42 0.23 0.08 0.44 0.49 0.22 0.06 0.33 0.20 0.22 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 26.1 Intersection LOS: C Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 408 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 114 0 360 0 499 48 57 266 0 Future Volume (vph) 0 0 0 114 0 360 0 499 48 57 266 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1752 3438 1900 Flt Permitted 0.950 0.452 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1599 834 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 458 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 123 0 387 0 537 52 61 286 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 123 0 387 0 537 52 61 286 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 10.0 8.0 69.1 69.1 79.5 79.5 Actuated g/C Ratio 0.10 0.08 0.69 0.69 0.80 0.80 v/c Ratio 0.36 0.71 0.22 0.04 0.08 0.10 Control Delay 44.7 9.6 6.1 0.1 1.1 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 409 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Synchro 11 Report 2023 Existing - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 44.7 9.6 6.1 0.1 1.1 0.9 LOS D A AAAA Approach Delay 18.1 5.6 0.9 Approach LOS B A A Queue Length 50th (ft) 38 0 68 1 2 5 Queue Length 95th (ft) 64 39 61 m0 6 10 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 225 555 Base Capacity (vph) 378 810 2421 1170 727 2733 Starvation Cap Reductn 0 0 0000 Spillback Cap Reductn 0 0 0000 Storage Cap Reductn 0 0 0000 Reduced v/c Ratio 0.33 0.48 0.22 0.04 0.08 0.10 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 46.5% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 410 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 650 0 0 419 5000505 Future Volume (vph) 5 650 0 0 419 5000505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 5 699 0 0 451 5000505 Shared Lane Traffic (%) Lane Group Flow (vph) 5 699 0 0 451 50000100 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% ICU Level of Service A Analysis Period (min) 15 411 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 650 0 0 419 5000505 Future Vol, veh/h 5 650 0 0 419 5000505 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 699 0 0 451 5000505 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 456 0 0 699 0 0 935 1165 350 811 1160 226 Stage 1 ------709709-451451- Stage 2 ------226456-360709- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1101 - - 893 - - 220 193 646 271 194 777 Stage 1 ------391435-557569- Stage 2 ------756567-631435- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1101 - - 893 - - 218 192 646 270 193 777 Mov Cap-2 Maneuver ------218192-270193- Stage 1 ------389433-554569- Stage 2 ------751567-628433- Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 14.2 HCM LOS A B Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 1101 - - 893 - - 401 HCM Lane V/C Ratio - - - 0.005 -----0.027 HCM Control Delay (s) 0 0 0 8.3 - - 0 - - 14.2 HCM Lane LOS AAAA - -A - -B HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.1 412 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 91 272 292 60 171 66 185 332 26 81 469 91 Future Volume (vph) 91 272 292 60 171 66 185 332 26 81 469 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.553 0.337 0.950 0.950 Satd. Flow (perm) 1030 1863 1583 628 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 314 50 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 98 292 314 65 184 71 199 357 28 87 504 98 Shared Lane Traffic (%) Lane Group Flow (vph) 98 292 314 65 255 0 199 357 28 87 504 98 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 27.3 18.9 18.9 24.7 17.6 28.5 44.6 44.6 10.0 23.6 23.6 Actuated g/C Ratio 0.27 0.19 0.19 0.25 0.18 0.28 0.45 0.45 0.10 0.24 0.24 v/c Ratio 0.29 0.83 0.57 0.28 0.40 0.20 0.23 0.04 0.49 0.60 0.19 Control Delay 25.8 59.1 8.4 25.9 30.7 24.1 16.8 0.6 51.7 39.5 0.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 59.1 8.4 25.9 30.7 24.1 16.8 0.6 51.7 39.5 0.8 413 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C E A C C C B A D D A Approach Delay 31.8 29.8 18.5 35.5 Approach LOS C C B D Queue Length 50th (ft) 43 176 0 28 59 52 82 1 53 160 0 Queue Length 95th (ft) 79 #293 70 57 97 76 121 0 100 221 1 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 358 391 580 243 686 978 1577 796 221 835 507 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.27 0.75 0.54 0.27 0.37 0.20 0.23 0.04 0.39 0.60 0.19 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 414 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 372 0 283 0 260 10 239 582 0 Future Volume (vph) 0 0 0 372 0 283 0 260 10 239 582 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1752 3438 1900 Flt Permitted 0.950 0.580 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1070 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 601 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 400 0 304 0 280 11 257 626 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 400 0 304 0 280 11 257 626 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 20.2 18.2 56.3 56.3 69.3 69.3 Actuated g/C Ratio 0.20 0.18 0.56 0.56 0.69 0.69 v/c Ratio 0.58 0.40 0.14 0.01 0.33 0.26 Control Delay 39.9 1.5 10.0 0.0 2.8 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 415 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Synchro 11 Report 2023 Existing - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 39.9 1.5 10.0 0.0 2.8 1.8 LOS D A AAAA Approach Delay 23.3 9.6 2.1 Approach LOS C A A Queue Length 50th (ft) 120 0 43 0 16 21 Queue Length 95th (ft) 167 0 66 m0 17 18 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 225 555 Base Capacity (vph) 694 905 1971 992 788 2381 Starvation Cap Reductn 0 0 0000 Spillback Cap Reductn 0 0 0000 Storage Cap Reductn 0 0 0000 Reduced v/c Ratio 0.58 0.34 0.14 0.01 0.33 0.26 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 416 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 NO BUILD 417 Lanes, Volumes, Timings 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 453 0 0 976 0000707 Future Volume (vph) 7 453 0 0 976 0000707 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1863 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1863 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 8 487 0 0 1049 0000808 Shared Lane Traffic (%) Lane Group Flow (vph) 8 487 0 0 1049 00000160 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15 418 HCM 6th TWSC 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 2 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 453 0 0 976 0000707 Future Vol, veh/h 7 453 0 0 976 0000707 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 487 0 0 1049 0000808 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1049 0 0 487 0 0 1028 1552 244 1309 1552 525 Stage 1 ------503503-1049 1049 - Stage 2 ------5251049 - 260 503 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 659 - - 1072 - - 188 112 757 117 112 497 Stage 1 ------519540-243303- Stage 2 ------504303-722540- Platoon blocked, % - - - - Mov Cap-1 Maneuver 659 - - 1072 - - 183 111 757 116 111 497 Mov Cap-2 Maneuver ------183111-116111- Stage 1 ------513534-240303- Stage 2 ------496303-713534- Approach EB WB NB SB HCM Control Delay, s 0.2 0 0 25.8 HCM LOS A D Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 659 - - 1072 - - 188 HCM Lane V/C Ratio - - - 0.011 -----0.08 HCM Control Delay (s) 0 0 0 10.5 - - 0 - - 25.8 HCM Lane LOS AAAB - -A - -D HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.3 419 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 111 231 162 28 259 101 572 472 62 87 239 152 Future Volume (vph) 111 231 162 28 259 101 572 472 62 87 239 152 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.320 0.584 0.950 0.950 Satd. Flow (perm) 596 1863 1583 1088 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 51 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 119 248 174 30 278 109 615 508 67 94 257 163 Shared Lane Traffic (%) Lane Group Flow (vph) 119 248 174 30 387 0 615 508 67 94 257 163 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.1 21.9 21.9 22.3 14.9 28.5 44.2 44.2 10.3 23.4 23.4 Actuated g/C Ratio 0.29 0.22 0.22 0.22 0.15 0.28 0.44 0.44 0.10 0.23 0.23 v/c Ratio 0.43 0.61 0.33 0.11 0.70 0.63 0.33 0.08 0.52 0.31 0.32 Control Delay 29.7 42.8 3.4 23.8 41.9 31.9 17.8 1.6 52.4 34.1 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 42.8 3.4 23.8 41.9 31.9 17.8 1.6 52.4 34.1 6.5 420 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 27.3 40.6 24.2 28.7 Approach LOS CDCC Queue Length 50th (ft) 56 150 0 13 108 189 122 1 58 72 0 Queue Length 95th (ft) 94 228 23 32 151 250 180 m12 107 115 47 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 285 419 534 311 685 978 1562 790 221 828 505 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.42 0.59 0.33 0.10 0.56 0.63 0.33 0.08 0.43 0.31 0.32 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 28.3 Intersection LOS: C Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 421 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 146 0 463 0 642 0 73 342 0 Future Volume (vph) 0 0 0 146 0 463 0 642 0 73 342 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1881 1752 3438 1900 Flt Permitted 0.950 0.369 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1881 681 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 425 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 157 0 498 0 690 0 78 368 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 157 0 498 0 690 0 78 368 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 15.5 13.5 63.6 74.0 74.0 Actuated g/C Ratio 0.16 0.14 0.64 0.74 0.74 v/c Ratio 0.30 0.87 0.31 0.13 0.14 Control Delay 36.8 23.7 10.1 2.5 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 422 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 36.8 23.7 10.1 2.5 1.6 LOS D C B A A Approach Delay 26.8 10.1 1.8 Approach LOS C B A Queue Length 50th (ft) 47 45 100 3 8 Queue Length 95th (ft) 63 151 174 11 20 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 555 Base Capacity (vph) 553 788 2228 578 2543 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.28 0.63 0.31 0.13 0.14 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 423 Lanes, Volumes, Timings 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 837 0 0 539 7000707 Future Volume (vph) 7 837 0 0 539 7000707 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.932 Flt Protected 0.950 0.976 Satd. Flow (prot) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 3539 1863 1863 3539 1583 1863 1863 1863 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 8 900 0 0 580 8000808 Shared Lane Traffic (%) Lane Group Flow (vph) 8 900 0 0 580 80000160 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.1% ICU Level of Service A Analysis Period (min) 15 424 HCM 6th TWSC 2: Sunset Trail & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 837 0 0 539 7000707 Future Vol, veh/h 7 837 0 0 539 7000707 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 900 0 0 580 8000808 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 588 0 0 900 0 0 1206 1504 450 1046 1496 290 Stage 1 ------916916-580580- Stage 2 ------290588-466916- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 983 - - 751 - - 139 120 556 183 122 707 Stage 1 ------293349-467498- Stage 2 ------694494-546349- Platoon blocked, % - - - - Mov Cap-1 Maneuver 983 - - 751 - - 137 119 556 182 121 707 Mov Cap-2 Maneuver ------137119-182121- Stage 1 ------291346-463498- Stage 2 ------687494-542346- Approach EB WB NB SB HCM Control Delay, s 0.1 0 0 18.1 HCM LOS A C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - - - 983 - - 751 - - 289 HCM Lane V/C Ratio - - - 0.008 -----0.052 HCM Control Delay (s) 0 0 0 8.7 - - 0 - - 18.1 HCM Lane LOS AAAA - -A - -C HCM 95th %tile Q(veh) - - - 0 - - 0 - - 0.2 425 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 117 351 376 77 220 85 238 428 34 104 604 89 Future Volume (vph) 117 351 376 77 220 85 238 428 34 104 604 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.442 0.218 0.950 0.950 Satd. Flow (perm) 823 1863 1583 406 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 404 49 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 126 377 404 83 237 91 256 460 37 112 649 96 Shared Lane Traffic (%) Lane Group Flow (vph) 126 377 404 83 328 0 256 460 37 112 649 96 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 30.1 21.4 21.4 25.9 17.6 28.5 38.7 38.7 10.7 20.9 20.9 Actuated g/C Ratio 0.30 0.21 0.21 0.26 0.18 0.28 0.39 0.39 0.11 0.21 0.21 v/c Ratio 0.38 0.95 0.62 0.42 0.52 0.26 0.34 0.05 0.59 0.88 0.20 Control Delay 26.8 74.0 8.1 29.3 34.2 23.2 18.2 1.0 55.2 54.2 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.8 74.0 8.1 29.3 34.2 23.2 18.2 1.0 55.2 54.2 1.0 426 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 No Build - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACC CBAEDA Approach Delay 38.1 33.2 19.0 48.3 Approach LOS D C B D Queue Length 50th (ft) 55 240 0 35 83 68 111 1 68 219 0 Queue Length 95th (ft) 98 #422 81 70 127 95 154 m2 123 #338 0 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 340 398 656 210 695 978 1369 713 221 740 469 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.37 0.95 0.62 0.40 0.47 0.26 0.34 0.05 0.51 0.88 0.20 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 35.5 Intersection LOS: D Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 427 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 479 0 365 0 335 13 308 749 0 Future Volume (vph) 0 0 0 479 0 365 0 335 13 308 749 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1863 1863 3433 1900 1509 1900 3505 1599 1752 3438 1900 Flt Permitted 0.950 0.537 Satd. Flow (perm) 1863 1863 1863 3433 1900 1509 1900 3505 1599 991 3438 1900 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 538 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 0 0 0 515 0 392 0 360 14 331 805 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 515 0 392 0 360 14 331 805 0 Turn Type pm+pt Perm Prot Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 27.7 25.7 48.8 48.8 61.8 61.8 Actuated g/C Ratio 0.28 0.26 0.49 0.49 0.62 0.62 v/c Ratio 0.54 0.50 0.21 0.02 0.50 0.38 Control Delay 34.4 2.3 13.6 0.0 6.7 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 428 Lanes, Volumes, Timings 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: Synchro 11 Report 2040 No Build - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 34.4 2.3 13.6 0.0 6.7 2.9 LOS C A BAAA Approach Delay 20.6 13.1 4.0 Approach LOS C B A Queue Length 50th (ft) 150 0 62 0 26 33 Queue Length 95th (ft) 206 0 87 m0 m34 m27 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 300 300 225 555 Base Capacity (vph) 951 868 1709 889 665 2123 Starvation Cap Reductn 0 0 0000 Spillback Cap Reductn 0 0 0000 Storage Cap Reductn 0 0 0000 Reduced v/c Ratio 0.54 0.45 0.21 0.02 0.50 0.38 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 429 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2025 BUILD – RESIDENTIAL ONLY 430 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 6 363 12 7 781 6 36 0 21 6 0 6 Future Volume (vph) 6 363 12 7 781 6 36 0 21 6 0 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 6 390 13 8 840 6 39 0 23 6 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 6 390 13 8 840 6 39 0 23 0 12 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 431 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 2 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 363 12 7 781 6 36 0 21 6 0 6 Future Vol, veh/h 6 363 12 7 781 6 36 0 21 6 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 390 13 8 840 6 39 0 23 6 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 846 0 0 403 0 0 838 1264 195 1063 1271 420 Stage 1 ------402402-856856- Stage 2 ------436862-207415- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 787 - - 1152 - - 259 168 814 177 167 582 Stage 1 ------596599-319373- Stage 2 ------569370-776591- Platoon blocked, % - - - - Mov Cap-1 Maneuver 787 - - 1152 - - 253 165 814 170 164 582 Mov Cap-2 Maneuver ------253165-170164- Stage 1 ------591594-316370- Stage 2 ------559367-749586- Approach EB WB NB SB HCM Control Delay, s 0.2 0.1 17.3 19.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 253 - 814 787 - - 1152 - - 263 HCM Lane V/C Ratio 0.153 - 0.028 0.008 - - 0.007 - - 0.049 HCM Control Delay (s) 21.8 0 9.5 9.6 - - 8.1 - - 19.4 HCM Lane LOS C A A A - - A - - C HCM 95th %tile Q(veh) 0.5 - 0.1 0 - - 0 - - 0.2 432 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 81 169 118 23 211 81 457 398 50 70 199 126 Future Volume (vph) 81 169 118 23 211 81 457 398 50 70 199 126 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.958 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3391 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.390 0.643 0.950 0.950 Satd. Flow (perm) 726 1863 1583 1198 3391 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 50 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 87 182 127 25 227 87 491 428 54 75 214 135 Shared Lane Traffic (%) Lane Group Flow (vph) 87 182 127 25 314 0 491 428 54 75 214 135 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 24.8 19.6 19.6 19.1 12.9 28.5 49.4 49.4 9.8 28.1 28.1 Actuated g/C Ratio 0.25 0.20 0.20 0.19 0.13 0.28 0.49 0.49 0.10 0.28 0.28 v/c Ratio 0.33 0.50 0.26 0.10 0.65 0.50 0.25 0.06 0.44 0.22 0.24 Control Delay 29.5 40.6 1.3 25.2 40.9 27.5 13.2 1.2 49.7 30.6 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.5 40.6 1.3 25.2 40.9 27.5 13.2 1.2 49.7 30.6 3.4 433 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 25.5 39.8 19.7 25.3 Approach LOS C D B C Queue Length 50th (ft) 42 94 0 12 85 143 93 1 46 57 0 Queue Length 95th (ft) 74 172 0 29 124 177 151 m10 88 95 27 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 279 425 537 287 684 978 1746 864 223 995 571 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.31 0.43 0.24 0.09 0.46 0.50 0.25 0.06 0.34 0.22 0.24 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 25.1 Intersection LOS: C Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 434 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 21 11 105 117 22 371 18 514 11 59 274 7 Future Volume (vph) 21 11 105 117 22 371 18 514 11 59 274 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.909 0.950 0.499 0.445 Satd. Flow (perm) 1693 1863 1583 3433 1900 1509 948 3505 1599 821 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 399 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 23 12 113 126 24 399 19 553 12 63 295 8 Shared Lane Traffic (%) Lane Group Flow (vph) 23 12 113 126 24 399 19 553 12 63 295 8 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 8.0 7.0 7.0 10.3 16.4 16.4 56.3 56.3 56.3 61.4 61.4 61.4 Actuated g/C Ratio 0.08 0.07 0.07 0.10 0.16 0.16 0.56 0.56 0.56 0.61 0.61 0.61 v/c Ratio 0.16 0.09 0.34 0.36 0.08 0.69 0.03 0.28 0.01 0.11 0.14 0.01 Control Delay 45.9 45.3 2.8 43.3 37.0 10.9 12.1 12.7 0.0 4.6 3.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 435 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Residential Only Synchro 11 Report 2025 Build - AM - Residential Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 45.9 45.3 2.8 43.3 37.0 10.9 12.1 12.7 0.0 4.6 3.7 0.0 LOS DDADDBBBAAAA Approach Delay 13.0 19.5 12.5 3.8 Approach LOS BBBA Queue Length 50th (ft) 14 7 0 39 13 0 5 95 0 4 10 0 Queue Length 95th (ft) 39 25 0 61 36 87 m15 143 m0 20 34 0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 140 568 646 412 636 770 619 1971 992 569 2112 1074 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.16 0.02 0.17 0.31 0.04 0.52 0.03 0.28 0.01 0.11 0.14 0.01 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 12.9 Intersection LOS: B Intersection Capacity Utilization 55.5% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 436 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 6 669 30 18 431 6 20 0 12 6 0 6 Future Volume (vph) 6 669 30 18 431 6 20 0 12 6 0 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 6 719 32 19 463 6 22 0 13 6 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 6 719 32 19 463 6 22 0 13 0 12 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.2% ICU Level of Service A Analysis Period (min) 15 437 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 669 30 18 431 6 20 0 12 6 0 6 Future Vol, veh/h 6 669 30 18 431 6 20 0 12 6 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 719 32 19 463 6 22 0 13 6 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 469 0 0 751 0 0 1001 1238 360 873 1264 232 Stage 1 ------731731-501501- Stage 2 ------270507-372763- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1089 - - 854 - - 197 174 637 244 168 770 Stage 1 ------379425-521541- Stage 2 ------713538-621411- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1089 - - 854 - - 191 169 637 234 163 770 Mov Cap-2 Maneuver ------191169-234163- Stage 1 ------377422-518529- Stage 2 ------691526-605409- Approach EB WB NB SB HCM Control Delay, s 0.1 0.4 20.4 15.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 191 - 637 1089 - - 854 - - 359 HCM Lane V/C Ratio 0.113 - 0.02 0.006 - - 0.023 - - 0.036 HCM Control Delay (s) 26.2 0 10.8 8.3 - - 9.3 - - 15.4 HCM Lane LOS D A B A - - A - - C HCM 95th %tile Q(veh) 0.4 - 0.1 0 - - 0.1 - - 0.1 438 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 93 280 301 62 185 68 190 354 27 83 501 80 Future Volume (vph) 93 280 301 62 185 68 190 354 27 83 501 80 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.960 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3398 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.542 0.323 0.950 0.950 Satd. Flow (perm) 1010 1863 1583 602 3398 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 324 46 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 100 301 324 67 199 73 204 381 29 89 539 86 Shared Lane Traffic (%) Lane Group Flow (vph) 100 301 324 67 272 0 204 381 29 89 539 86 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 27.6 19.2 19.2 25.1 18.0 28.5 44.1 44.1 10.1 23.2 23.2 Actuated g/C Ratio 0.28 0.19 0.19 0.25 0.18 0.28 0.44 0.44 0.10 0.23 0.23 v/c Ratio 0.29 0.84 0.57 0.29 0.42 0.21 0.24 0.04 0.50 0.66 0.17 Control Delay 25.8 59.8 8.3 26.1 31.9 23.2 16.1 0.7 51.8 41.1 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.8 59.8 8.3 26.1 31.9 23.2 16.1 0.7 51.8 41.1 0.7 439 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS C E A C C C B A D D A Approach Delay 32.1 30.7 17.8 37.6 Approach LOS C C B D Queue Length 50th (ft) 43 181 0 28 65 54 90 1 55 175 0 Queue Length 95th (ft) 81 #306 72 58 106 84 140 m2 102 #255 0 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 358 392 589 241 689 978 1561 790 221 822 502 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.28 0.77 0.55 0.28 0.39 0.21 0.24 0.04 0.40 0.66 0.17 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 29.9 Intersection LOS: C Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 440 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 6 59 383 54 292 45 268 10 247 599 18 Future Volume (vph) 12 6 59 383 54 292 45 268 10 247 599 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.930 0.950 0.256 0.575 Satd. Flow (perm) 1732 1863 1583 3433 1900 1509 486 3505 1599 1061 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 314 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 13 6 63 412 58 314 48 288 11 266 644 19 Shared Lane Traffic (%) Lane Group Flow (vph) 13 6 63 412 58 314 48 288 11 266 644 19 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 7.5 7.0 7.0 21.0 26.8 26.8 45.5 45.5 45.5 50.2 50.2 50.2 Actuated g/C Ratio 0.08 0.07 0.07 0.21 0.27 0.27 0.46 0.46 0.46 0.50 0.50 0.50 v/c Ratio 0.10 0.05 0.19 0.57 0.11 0.50 0.15 0.18 0.01 0.46 0.37 0.02 Control Delay 44.5 44.3 1.3 39.2 28.8 6.7 16.8 16.4 0.0 8.4 5.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 441 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Residential Only Synchro 11 Report 2025 Build - PM - Residential Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 44.5 44.3 1.3 39.2 28.8 6.7 16.8 16.4 0.0 8.4 5.9 0.1 LOS DDADCABBAAAA Approach Delay 11.3 25.4 15.9 6.5 Approach LOS B C B A Queue Length 50th (ft) 8 4 0 123 26 0 17 54 0 44 57 0 Queue Length 95th (ft) 27 17 0 171 65 72 m31 78 m0 67 75 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 136 568 646 722 636 714 352 1593 843 580 1724 916 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.10 0.01 0.10 0.57 0.09 0.44 0.14 0.18 0.01 0.46 0.37 0.02 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 55.4% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 442 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH OUT SE QUADRANT 443 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Future Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 488 82 48 1049 9 94 0 55 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 488 82 48 1049 9 94 0 55 0 18 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15 444 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 2 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 454 76 45 976 8 87 0 51 8 0 8 Future Vol, veh/h 8 454 76 45 976 8 87 0 51 8 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 488 82 48 1049 9 94 0 55 9 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1058 0 0 570 0 0 1127 1660 244 1407 1733 525 Stage 1 ------506506-1145 1145 - Stage 2 ------6211154 - 262 588 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 654 - - 999 - - 159 96 757 99 87 497 Stage 1 ------517538-212272- Stage 2 ------442270-720494- Platoon blocked, % - - - - Mov Cap-1 Maneuver 654 - - 999 - - 149 90 757 88 82 497 Mov Cap-2 Maneuver ------14990-8882- Stage 1 ------510530-209259- Stage 2 ------413257-659487- Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 43.5 32.1 HCM LOS E D Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 149 - 757 654 - - 999 - - 150 HCM Lane V/C Ratio 0.628 - 0.072 0.013 - - 0.048 - - 0.115 HCM Control Delay (s) 63.1 0 10.1 10.6 - - 8.8 - - 32.1 HCM Lane LOS F A B B - - A - - D HCM 95th %tile Q(veh) 3.4 - 0.2 0 - - 0.2 - - 0.4 445 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Future Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.960 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3398 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.300 0.579 0.950 0.950 Satd. Flow (perm) 559 1863 1583 1079 3398 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 45 164 188 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 137 255 159 31 302 109 614 562 68 95 284 188 Shared Lane Traffic (%) Lane Group Flow (vph) 137 255 159 31 411 0 614 562 68 95 284 188 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.9 22.7 22.7 22.8 15.4 28.5 43.3 43.3 10.3 22.6 22.6 Actuated g/C Ratio 0.30 0.23 0.23 0.23 0.15 0.28 0.43 0.43 0.10 0.23 0.23 v/c Ratio 0.50 0.60 0.30 0.11 0.73 0.63 0.37 0.09 0.52 0.36 0.37 Control Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 446 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADDA Approach Delay 27.9 42.2 20.6 28.9 Approach LOS CDCC Queue Length 50th (ft) 64 153 0 14 118 191 143 2 58 81 0 Queue Length 95th (ft) 107 235 13 33 164 252 129 m0 108 126 58 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 282 429 541 315 682 978 1531 778 221 799 503 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.49 0.59 0.29 0.10 0.60 0.63 0.37 0.09 0.43 0.36 0.37 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 447 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Future Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.436 0.389 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 828 3505 1599 718 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 275 387 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Shared Lane Traffic (%) Lane Group Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 9.3 8.3 8.3 15.7 18.8 18.8 49.5 49.5 49.5 44.5 44.5 44.5 Actuated g/C Ratio 0.09 0.08 0.08 0.16 0.19 0.19 0.50 0.50 0.50 0.44 0.44 0.44 v/c Ratio 0.32 0.18 0.72 0.29 0.40 0.84 0.24 0.40 0.02 0.20 0.24 0.06 Control Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 448 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 LOS DDBDDCBBABAA Approach Delay 23.3 27.7 18.4 7.7 Approach LOS C C B A Queue Length 50th (ft) 34 17 0 46 86 68 41 132 0 13 31 0 Queue Length 95th (ft) 68 42 74 67 118 172 m88 222 m0 34 61 0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 174 568 673 569 636 762 514 1736 899 391 1528 836 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.05 0.41 0.28 0.23 0.65 0.23 0.40 0.02 0.20 0.24 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 449 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Future Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.950 0.950 0.950 0.976 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 899 71 42 580 9 56 0 33 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 899 71 42 580 9 56 0 33 0 18 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.0% ICU Level of Service A Analysis Period (min) 15 450 HCM 6th TWSC Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 2 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 836 66 39 539 8 52 0 31 8 0 8 Future Vol, veh/h 8 836 66 39 539 8 52 0 31 8 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 0 0 - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 899 71 42 580 9 56 0 33 9 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 589 0 0 970 0 0 1291 1590 450 1132 1652 290 Stage 1 ------917917-664664- Stage 2 ------374673-468988- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 982 - - 706 - - 121 107 556 158 98 707 Stage 1 ------293349-416456- Stage 2 ------619452-545323- Platoon blocked, % - - - - Mov Cap-1 Maneuver 982 - - 706 - - 113 100 556 141 91 707 Mov Cap-2 Maneuver ------113100-14191- Stage 1 ------290346-412429- Stage 2 ------575425-508320- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 45 21.5 HCM LOS E C Minor Lane/Major Mvmt NBLn1NBLn2NBLn3 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 113 - 556 982 - - 706 - - 235 HCM Lane V/C Ratio 0.495 - 0.06 0.009 - - 0.059 - - 0.073 HCM Control Delay (s) 64.7 0 11.9 8.7 - - 10.4 - - 21.5 HCM Lane LOS F A B A - - B - - C HCM 95th %tile Q(veh) 2.2 - 0.2 0 - - 0.2 - - 0.2 451 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Future Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.419 0.207 0.950 0.950 Satd. Flow (perm) 780 1863 1583 386 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 404 43 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 142 392 404 84 258 91 256 492 37 112 637 116 Shared Lane Traffic (%) Lane Group Flow (vph) 142 392 404 84 349 0 256 492 37 112 637 116 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 31.1 22.2 22.2 26.4 18.1 28.5 37.9 37.9 10.7 20.1 20.1 Actuated g/C Ratio 0.31 0.22 0.22 0.26 0.18 0.28 0.38 0.38 0.11 0.20 0.20 v/c Ratio 0.43 0.95 0.61 0.43 0.54 0.26 0.37 0.05 0.59 0.89 0.25 Control Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 452 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACD CBAEEA Approach Delay 38.4 34.3 18.4 49.1 Approach LOS D C B D Queue Length 50th (ft) 63 ~252 0 36 92 70 128 1 68 214 0 Queue Length 95th (ft) 110 #443 81 70 138 102 178 m3 123 #330 13 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 337 412 665 208 688 978 1341 702 221 712 458 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.42 0.95 0.61 0.40 0.51 0.26 0.37 0.05 0.51 0.89 0.25 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 453 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Future Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.153 0.537 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 291 3505 1599 991 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 392 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Shared Lane Traffic (%) Lane Group Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 8.0 7.0 7.0 26.9 30.8 30.8 37.1 37.1 37.1 37.3 37.3 37.3 Actuated g/C Ratio 0.08 0.07 0.07 0.27 0.31 0.31 0.37 0.37 0.37 0.37 0.37 0.37 v/c Ratio 0.22 0.12 0.50 0.56 0.22 0.53 0.42 0.28 0.02 0.79 0.63 0.06 Control Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 454 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 LOS DDADCACCACBA Approach Delay 16.0 23.5 21.3 14.2 Approach LOS B C C B Queue Length 50th (ft) 20 10 0 150 65 0 40 81 0 71 92 0 Queue Length 95th (ft) 51 31 17 206 118 78 m69 107 m0 m#113 m122 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 149 568 646 924 697 802 266 1299 726 422 1282 735 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.22 0.03 0.26 0.56 0.18 0.49 0.39 0.28 0.02 0.79 0.63 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 18.8 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 455 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION SIGNAL – OPTION 1 456 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH OUT SE QUADRANT 457 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Future Volume (vph) 8 454 76 45 976 8 87 0 51 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.223 0.465 0.746 0.926 Satd. Flow (perm) 415 3539 1583 866 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 82 18 400 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 488 82 48 1049 9 94 0 55 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 488 82 48 1049 9 94 0 55 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.03 0.22 0.08 0.09 0.47 0.01 0.25 0.08 0.04 Control Delay 6.9 7.5 1.8 7.2 9.7 1.6 27.8 0.2 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 7.5 1.8 7.2 9.7 1.6 27.8 0.2 11.2 LOS AAAAAAC A B Approach Delay 6.7 9.6 17.6 11.2 Approach LOS AABB 458 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 56 0 10 150 0 42 0 0 Queue Length 95th (ft) 8 79 15 24 194 3 83 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 260 2221 1024 543 2221 1000 378 722 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.03 0.22 0.08 0.09 0.47 0.01 0.25 0.08 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 9.3 Intersection LOS: A Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 459 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Future Volume (vph) 127 237 148 29 281 101 571 523 63 88 264 175 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.960 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3398 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.300 0.579 0.950 0.950 Satd. Flow (perm) 559 1863 1583 1079 3398 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 45 164 188 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 137 255 159 31 302 109 614 562 68 95 284 188 Shared Lane Traffic (%) Lane Group Flow (vph) 137 255 159 31 411 0 614 562 68 95 284 188 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.9 22.7 22.7 22.8 15.4 28.5 43.3 43.3 10.3 22.6 22.6 Actuated g/C Ratio 0.30 0.23 0.23 0.23 0.15 0.28 0.43 0.43 0.10 0.23 0.23 v/c Ratio 0.50 0.60 0.30 0.11 0.73 0.63 0.37 0.09 0.52 0.36 0.37 Control Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.1 42.1 2.5 23.6 43.6 28.1 14.9 0.4 52.4 35.2 7.7 460 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADDA Approach Delay 27.9 42.2 20.6 28.9 Approach LOS CDCC Queue Length 50th (ft) 64 153 0 14 118 191 143 2 58 81 0 Queue Length 95th (ft) 107 235 13 33 164 252 129 m0 108 126 58 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 282 429 541 315 682 978 1531 778 221 799 503 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.49 0.59 0.29 0.10 0.60 0.63 0.37 0.09 0.43 0.36 0.37 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 461 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Future Volume (vph) 51 26 256 146 134 464 112 643 14 74 343 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.436 0.389 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 828 3505 1599 718 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 275 387 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Shared Lane Traffic (%) Lane Group Flow (vph) 55 28 275 157 144 499 120 691 15 80 369 48 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 9.3 8.3 8.3 15.7 18.8 18.8 49.5 49.5 49.5 44.5 44.5 44.5 Actuated g/C Ratio 0.09 0.08 0.08 0.16 0.19 0.19 0.50 0.50 0.50 0.44 0.44 0.44 v/c Ratio 0.32 0.18 0.72 0.29 0.40 0.84 0.24 0.40 0.02 0.20 0.24 0.06 Control Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 462 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM Without SE Quadrant Synchro 11 Report 2040 Build - AM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 46.5 44.2 16.5 36.6 37.8 21.9 18.4 18.8 0.0 10.1 8.1 0.1 LOS DDBDDCBBABAA Approach Delay 23.3 27.7 18.4 7.7 Approach LOS C C B A Queue Length 50th (ft) 34 17 0 46 86 68 41 132 0 13 31 0 Queue Length 95th (ft) 68 42 74 67 118 172 m88 222 m0 34 61 0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 174 568 673 569 636 762 514 1736 899 391 1528 836 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.05 0.41 0.28 0.23 0.65 0.23 0.40 0.02 0.20 0.24 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 463 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Future Volume (vph) 8 836 66 39 539 8 52 0 31 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.416 0.275 0.746 0.926 Satd. Flow (perm) 775 3539 1583 512 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 71 18 166 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 899 71 42 580 9 56 0 33 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 899 71 42 580 9 56 0 33 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.02 0.40 0.07 0.13 0.26 0.01 0.15 0.06 0.04 Control Delay 6.5 9.0 1.9 8.1 7.8 1.6 26.2 0.2 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.5 9.0 1.9 8.1 7.8 1.6 26.2 0.2 11.2 LOS AAAAAAC A B Approach Delay 8.5 7.8 16.6 11.2 Approach LOS AABB 464 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 121 0 9 70 0 24 0 0 Queue Length 95th (ft) 7 158 14 23 95 3 55 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 486 2221 1020 321 2221 1000 378 551 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.02 0.40 0.07 0.13 0.26 0.01 0.15 0.06 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 8.7 Intersection LOS: A Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 465 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Future Volume (vph) 132 365 376 78 240 85 238 458 34 104 592 108 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.419 0.207 0.950 0.950 Satd. Flow (perm) 780 1863 1583 386 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 404 43 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 142 392 404 84 258 91 256 492 37 112 637 116 Shared Lane Traffic (%) Lane Group Flow (vph) 142 392 404 84 349 0 256 492 37 112 637 116 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 31.1 22.2 22.2 26.4 18.1 28.5 37.9 37.9 10.7 20.1 20.1 Actuated g/C Ratio 0.31 0.22 0.22 0.26 0.18 0.28 0.38 0.38 0.11 0.20 0.20 v/c Ratio 0.43 0.95 0.61 0.43 0.54 0.26 0.37 0.05 0.59 0.89 0.25 Control Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.7 73.8 7.9 29.5 35.4 22.2 17.8 0.6 55.2 56.5 2.7 466 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACD CBAEEA Approach Delay 38.4 34.3 18.4 49.1 Approach LOS D C B D Queue Length 50th (ft) 63 ~252 0 36 92 70 128 1 68 214 0 Queue Length 95th (ft) 110 #443 81 70 138 102 178 m3 123 #330 13 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 337 412 665 208 688 978 1341 702 221 712 458 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.42 0.95 0.61 0.40 0.51 0.26 0.37 0.05 0.51 0.89 0.25 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 467 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Future Volume (vph) 31 15 153 479 117 365 97 335 13 309 749 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.153 0.537 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 291 3505 1599 991 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 235 392 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Shared Lane Traffic (%) Lane Group Flow (vph) 33 16 165 515 126 392 104 360 14 332 805 42 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 8.0 7.0 7.0 26.9 30.8 30.8 37.1 37.1 37.1 37.3 37.3 37.3 Actuated g/C Ratio 0.08 0.07 0.07 0.27 0.31 0.31 0.37 0.37 0.37 0.37 0.37 0.37 v/c Ratio 0.22 0.12 0.50 0.56 0.22 0.53 0.42 0.28 0.02 0.79 0.63 0.06 Control Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 468 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM Without SE Quadrant Synchro 11 Report 2040 Build - PM Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 47.0 46.0 6.9 35.0 30.1 6.4 25.3 21.0 0.1 22.8 11.4 0.1 LOS DDADCACCACBA Approach Delay 16.0 23.5 21.3 14.2 Approach LOS B C C B Queue Length 50th (ft) 20 10 0 150 65 0 40 81 0 71 92 0 Queue Length 95th (ft) 51 31 17 206 118 78 m69 107 m0 m#113 m122 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 149 568 646 924 697 802 266 1299 726 422 1282 735 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.22 0.03 0.26 0.56 0.18 0.49 0.39 0.28 0.02 0.79 0.63 0.06 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 18.8 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 469 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH SE QUADRANT 470 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 454 110 65 976 8 81 0 48 8 0 8 Future Volume (vph) 8 454 110 65 976 8 81 0 48 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.223 0.465 0.746 0.926 Satd. Flow (perm) 415 3539 1583 866 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 118 18 400 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 488 118 70 1049 9 87 0 52 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 488 118 70 1049 9 87 0 52 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.03 0.22 0.11 0.13 0.47 0.01 0.23 0.07 0.04 Control Delay 6.9 7.5 1.6 7.6 9.7 1.6 27.5 0.2 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 7.5 1.6 7.6 9.7 1.6 27.5 0.2 11.2 LOS AAAAAAC A B Approach Delay 6.4 9.5 17.3 11.2 Approach LOS AABB 471 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 56 0 15 150 0 38 0 0 Queue Length 95th (ft) 8 79 18 32 194 3 78 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 260 2221 1037 543 2221 1000 378 722 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.03 0.22 0.11 0.13 0.47 0.01 0.23 0.07 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 9.1 Intersection LOS: A Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 472 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Future Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.298 0.600 0.950 0.950 Satd. Flow (perm) 555 1863 1583 1118 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 43 164 226 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 116 241 170 31 313 109 614 558 68 95 258 233 Shared Lane Traffic (%) Lane Group Flow (vph) 116 241 170 31 422 0 614 558 68 95 258 233 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 29.8 22.6 22.6 23.0 15.7 28.5 43.4 43.4 10.3 22.7 22.7 Actuated g/C Ratio 0.30 0.23 0.23 0.23 0.16 0.28 0.43 0.43 0.10 0.23 0.23 v/c Ratio 0.43 0.57 0.32 0.11 0.74 0.63 0.36 0.09 0.52 0.32 0.44 Control Delay 29.3 41.1 3.1 23.4 44.1 27.7 14.5 0.4 52.4 34.7 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.3 41.1 3.1 23.4 44.1 27.7 14.5 0.4 52.4 34.7 8.2 473 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD CBADCA Approach Delay 26.2 42.7 20.2 27.1 Approach LOS CDCC Queue Length 50th (ft) 53 143 0 14 122 191 142 2 58 73 4 Queue Length 95th (ft) 92 222 21 33 169 251 125 m0 108 115 69 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 281 426 539 324 681 978 1535 779 221 803 534 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.41 0.57 0.32 0.10 0.62 0.63 0.36 0.09 0.43 0.32 0.44 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 474 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 24 238 146 194 464 161 643 14 74 343 65 Future Volume (vph) 48 24 238 146 194 464 161 643 14 74 343 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.428 0.389 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 813 3505 1599 718 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 256 389 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 52 26 256 157 209 499 173 691 15 80 369 70 Shared Lane Traffic (%) Lane Group Flow (vph) 52 26 256 157 209 499 173 691 15 80 369 70 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 9.2 8.2 8.2 16.7 19.6 19.6 48.7 48.7 48.7 42.4 42.4 42.4 Actuated g/C Ratio 0.09 0.08 0.08 0.17 0.20 0.20 0.49 0.49 0.49 0.42 0.42 0.42 v/c Ratio 0.30 0.17 0.70 0.27 0.56 0.82 0.35 0.41 0.02 0.21 0.25 0.09 Control Delay 46.4 44.2 16.6 35.5 41.3 20.4 19.7 19.4 0.0 12.5 10.3 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 475 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: AM With SE Quadrant Synchro 11 Report 2040 Build - AM SE Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 46.4 44.2 16.6 35.5 41.3 20.4 19.7 19.4 0.0 12.5 10.3 0.2 LOS DDBDDCBBABBA Approach Delay 23.4 28.2 19.1 9.3 Approach LOS C C B A Queue Length 50th (ft) 32 16 0 45 129 66 61 133 0 15 37 1 Queue Length 95th (ft) 66 40 73 67 167 170 m125 224 m0 39 72 1 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 171 568 660 597 636 764 508 1705 887 377 1458 807 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.30 0.05 0.39 0.26 0.33 0.65 0.34 0.41 0.02 0.21 0.25 0.09 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 476 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - AM SE_Mitigation Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Future Volume (vph) 108 224 158 29 291 101 571 519 63 88 240 217 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.961 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3401 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.347 0.528 0.950 0.950 Satd. Flow (perm) 646 1863 1583 984 3401 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 46 164 215 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 116 241 170 31 313 109 614 558 68 95 258 233 Shared Lane Traffic (%) Lane Group Flow (vph) 116 241 170 31 422 0 614 558 68 95 258 233 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 11.0 31.5 31.5 10.5 31.0 27.0 40.6 40.6 17.4 31.0 31.0 Total Split (%) 11.0% 31.5% 31.5% 10.5% 31.0% 27.0% 40.6% 40.6% 17.4% 31.0% 31.0% Maximum Green (s) 5.5 24.5 24.5 5.0 24.0 21.5 34.1 34.1 11.9 24.5 24.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.7 21.9 21.9 23.7 17.2 21.5 45.0 45.0 10.3 31.3 31.3 Actuated g/C Ratio 0.27 0.22 0.22 0.24 0.17 0.22 0.45 0.45 0.10 0.31 0.31 v/c Ratio 0.50 0.59 0.32 0.11 0.68 0.83 0.35 0.08 0.52 0.23 0.36 Control Delay 33.8 42.0 3.1 24.3 39.7 41.0 12.8 0.3 52.3 27.3 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.8 42.0 3.1 24.3 39.7 41.0 12.8 0.3 52.3 27.3 7.1 477 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - AM SE_Mitigation Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACD DBADCA Approach Delay 27.7 38.6 26.1 23.3 Approach LOS CDCC Queue Length 50th (ft) 56 147 0 14 119 204 138 1 58 63 8 Queue Length 95th (ft) 91 214 20 33 158 #286 119 m1 108 105 69 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 234 458 562 272 851 738 1592 802 214 1108 643 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.50 0.53 0.30 0.11 0.50 0.83 0.35 0.08 0.44 0.23 0.36 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 478 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 836 90 53 539 8 97 0 57 8 0 8 Future Volume (vph) 8 836 90 53 539 8 97 0 57 8 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.932 Flt Protected 0.950 0.950 0.950 0.976 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 0 1694 0 Flt Permitted 0.416 0.275 0.746 0.926 Satd. Flow (perm) 775 3539 1583 512 3539 1583 1390 1863 1583 0 1608 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 97 18 166 18 Link Speed (mph) 50 50 30 30 Link Distance (ft) 986 1266 388 396 Travel Time (s) 13.4 17.3 8.8 9.0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 9 899 97 57 580 9 104 0 61 9 0 9 Shared Lane Traffic (%) Lane Group Flow (vph) 9 899 97 57 580 9 104 0 61 0 18 0 Turn Type Perm NA Perm Perm NA Perm Perm Perm Perm NA Protected Phases 4826 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 44488822266 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 61.0 61.0 61.0 61.0 61.0 61.0 29.0 29.0 29.0 29.0 29.0 Total Split (%) 67.8% 67.8% 67.8% 67.8% 67.8% 67.8% 32.2% 32.2% 32.2% 32.2% 32.2% Maximum Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 24.5 24.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode C-Max C-Max C-Max C-Max C-Max C-Max Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s) 56.5 56.5 56.5 56.5 56.5 56.5 24.5 24.5 24.5 Actuated g/C Ratio 0.63 0.63 0.63 0.63 0.63 0.63 0.27 0.27 0.27 v/c Ratio 0.02 0.40 0.09 0.18 0.26 0.01 0.28 0.11 0.04 Control Delay 6.5 9.0 1.7 8.7 7.8 1.6 28.2 0.4 11.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.5 9.0 1.7 8.7 7.8 1.6 28.2 0.4 11.2 LOS AAAAAAC A B Approach Delay 8.3 7.8 17.9 11.2 Approach LOS AABB 479 Lanes, Volumes, Timings Toole Design 2: Sunset Trail & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 121 0 12 70 0 46 0 0 Queue Length 95th (ft) 7 158 17 31 95 3 91 0 16 Internal Link Dist (ft) 906 1186 308 316 Turn Bay Length (ft) Base Capacity (vph) 486 2221 1029 321 2221 1000 378 551 450 Starvation Cap Reductn 0000000 0 0 Spillback Cap Reductn 0000000 0 0 Storage Cap Reductn 0000000 0 0 Reduced v/c Ratio 0.02 0.40 0.09 0.18 0.26 0.01 0.28 0.11 0.04 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 9.0 Intersection LOS: A Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Sunset Trail & Lyman Boulevard 480 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Future Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.962 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3405 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.416 0.203 0.950 0.950 Satd. Flow (perm) 775 1863 1583 378 3405 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 429 42 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 134 399 429 84 265 91 256 522 37 112 649 152 Shared Lane Traffic (%) Lane Group Flow (vph) 134 399 429 84 356 0 256 522 37 112 649 152 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 15.0 28.0 28.0 13.0 26.0 34.0 41.0 41.0 18.0 25.0 25.0 Total Split (%) 15.0% 28.0% 28.0% 13.0% 26.0% 34.0% 41.0% 41.0% 18.0% 25.0% 25.0% Maximum Green (s) 9.5 21.0 21.0 7.5 19.0 28.5 34.5 34.5 12.5 18.5 18.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 31.4 22.5 22.5 26.9 18.6 28.5 37.6 37.6 10.7 19.8 19.8 Actuated g/C Ratio 0.31 0.22 0.22 0.27 0.19 0.28 0.38 0.38 0.11 0.20 0.20 v/c Ratio 0.41 0.95 0.62 0.43 0.53 0.26 0.39 0.05 0.59 0.93 0.34 Control Delay 27.0 73.8 7.9 29.4 35.4 22.3 18.3 0.2 55.2 61.3 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.0 73.8 7.9 29.4 35.4 22.3 18.3 0.2 55.2 61.3 6.0 481 Lanes, Volumes, Timings Toole Design 400: Powers Boulevard & Lyman Boulevard Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CEACD CBAEEA Approach Delay 37.9 34.3 18.8 51.3 Approach LOS D C B D Queue Length 50th (ft) 59 ~264 0 36 95 70 144 1 68 219 0 Queue Length 95th (ft) 104 #454 84 70 141 98 162 m0 123 #338 40 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 339 419 688 209 689 978 1329 696 221 699 453 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.40 0.95 0.62 0.40 0.52 0.26 0.39 0.05 0.51 0.93 0.34 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 36.3 Intersection LOS: D Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 482 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 29 285 479 158 365 132 335 13 309 749 53 Future Volume (vph) 57 29 285 479 158 365 132 335 13 309 749 53 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 400 400 300 300 500 225 555 240 Storage Lanes 1 1 0 1 1 1 1 1 Taper Length (ft) 100 120 300 170 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 3433 1900 1509 1805 3505 1599 1752 3438 1615 Flt Permitted 0.950 0.169 0.537 Satd. Flow (perm) 1863 1863 1583 3433 1900 1509 321 3505 1599 991 3438 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 286 392 213 213 Link Speed (mph) 30 30 50 50 Link Distance (ft) 1681 1400 1506 1202 Travel Time (s) 38.2 31.8 20.5 16.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 0% 7% 0% 3% 1% 3% 5% 0% Adj. Flow (vph) 61 31 306 515 170 392 142 360 14 332 805 57 Shared Lane Traffic (%) Lane Group Flow (vph) 61 31 306 515 170 392 142 360 14 332 805 57 Turn Type pm+pt NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 744388522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 7.0 10.0 10.0 7.0 10.0 10.0 Minimum Split (s) 10.0 23.0 23.0 10.0 23.0 23.0 13.0 23.0 23.0 13.0 33.0 33.0 Total Split (s) 11.0 36.0 36.0 15.0 40.0 40.0 16.0 36.0 36.0 13.0 33.0 33.0 Total Split (%) 11.0% 36.0% 36.0% 15.0% 40.0% 40.0% 16.0% 36.0% 36.0% 13.0% 33.0% 33.0% Maximum Green (s) 6.5 30.5 30.5 10.5 33.5 33.5 10.0 30.0 30.0 7.0 27.0 27.0 Yellow Time (s) 3.5 3.0 3.0 3.5 4.0 4.0 3.0 4.5 4.5 3.0 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 1.0 2.5 2.5 3.0 1.5 1.5 3.0 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 6.5 6.5 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 1.0 1.0 3.0 1.0 1.0 3.0 5.0 5.0 1.0 5.0 5.0 Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s)7.0 7.0 Flash Dont Walk (s)20.0 20.0 Pedestrian Calls (#/hr)00 Act Effct Green (s) 10.2 9.2 9.2 27.0 30.9 30.9 34.8 34.8 34.8 31.6 31.6 31.6 Actuated g/C Ratio 0.10 0.09 0.09 0.27 0.31 0.31 0.35 0.35 0.35 0.32 0.32 0.32 v/c Ratio 0.32 0.18 0.76 0.56 0.29 0.53 0.54 0.29 0.02 0.91 0.74 0.09 Control Delay 45.1 42.7 19.2 34.9 29.3 5.7 31.7 23.1 0.1 38.0 15.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 483 Lanes, Volumes, Timings Toole Design 505: Powers Boulevard & NE Driveway 2/TH 212 WB Timing Plan: PM With SE Quadrant Synchro 11 Report 2040 Build - PM SE Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 45.1 42.7 19.2 34.9 29.3 5.7 31.7 23.1 0.1 38.0 15.9 0.2 LOS DDBCCACCADBA Approach Delay 25.0 23.4 24.8 21.3 Approach LOS CCCC Queue Length 50th (ft) 38 19 12 150 90 0 58 81 0 72 93 0 Queue Length 95th (ft) 71 44 92 206 134 64 m114 120 m0 m#172 m131 m0 Internal Link Dist (ft) 1601 1320 1426 1122 Turn Bay Length (ft) 400 400 300 300 500 225 555 240 Base Capacity (vph) 189 568 681 926 678 791 272 1221 695 366 1087 656 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.32 0.05 0.45 0.56 0.25 0.50 0.52 0.29 0.02 0.91 0.74 0.09 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of 1st Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 23.0 Intersection LOS: C Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 505: Powers Boulevard & NE Driveway 2/TH 212 WB 484 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - PM SE _Mitigation Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Future Volume (vph) 125 371 399 78 246 85 238 485 34 104 604 141 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 395 395 190 190 235 200 255 225 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 150 185 225 120 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.95 0.97 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.962 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 3405 0 3433 3539 1583 1770 3539 1583 Flt Permitted 0.453 0.275 0.950 0.950 Satd. Flow (perm) 844 1863 1583 512 3405 0 3433 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 396 48 164 175 Link Speed (mph) 50 30 30 45 Link Distance (ft) 1266 2617 1202 1078 Travel Time (s) 17.3 59.5 27.3 16.3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 134 399 429 84 265 91 256 522 37 112 649 152 Shared Lane Traffic (%) Lane Group Flow (vph) 134 399 429 84 356 0 256 522 37 112 649 152 Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 74438 522166 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 5.0 7.0 7.0 15.0 15.0 7.0 15.0 15.0 Minimum Split (s) 10.5 14.0 14.0 10.5 31.0 12.5 21.5 21.5 12.5 29.5 29.5 Total Split (s) 12.3 37.0 37.0 11.0 35.7 17.0 33.6 33.6 18.4 35.0 35.0 Total Split (%) 12.3% 37.0% 37.0% 11.0% 35.7% 17.0% 33.6% 33.6% 18.4% 35.0% 35.0% Maximum Green (s) 6.8 30.0 30.0 5.5 28.7 11.5 27.1 27.1 12.9 28.5 28.5 Yellow Time (s) 3.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 All-Red Time (s) 2.5 2.0 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 7.0 7.0 5.5 7.0 5.5 6.5 6.5 5.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.5 2.5 2.0 2.5 3.0 4.0 4.0 3.0 4.0 4.0 Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Walk Time (s) 13.0 7.0 7.0 Flash Dont Walk (s) 11.0 16.0 16.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 33.4 26.5 26.5 29.9 23.0 11.5 34.8 34.8 10.9 34.2 34.2 Actuated g/C Ratio 0.33 0.26 0.26 0.30 0.23 0.12 0.35 0.35 0.11 0.34 0.34 v/c Ratio 0.39 0.81 0.60 0.38 0.43 0.65 0.42 0.06 0.58 0.54 0.23 Control Delay 23.7 47.7 8.0 24.2 28.8 41.9 20.3 0.2 54.4 30.0 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.7 47.7 8.0 24.2 28.8 41.9 20.3 0.2 54.4 30.0 3.9 485 Lanes, Volumes, Timings 400: Powers Boulevard & Lyman Boulevard Timing Plan: Synchro 11 Report 2040 Build - PM SE _Mitigation Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS CDACC DCADCA Approach Delay 26.7 27.9 26.2 28.7 Approach LOS CCCC Queue Length 50th (ft) 55 237 16 33 84 83 139 0 68 181 0 Queue Length 95th (ft) 91 334 95 62 121 125 198 m0 123 251 34 Internal Link Dist (ft) 1186 2537 1122 998 Turn Bay Length (ft) 395 395 190 235 200 255 225 Base Capacity (vph) 345 558 752 222 1011 394 1233 658 228 1211 656 Starvation Cap Reductn 00000 000000 Spillback Cap Reductn 00000 000000 Storage Cap Reductn 00000 000000 Reduced v/c Ratio 0.39 0.72 0.57 0.38 0.35 0.65 0.42 0.06 0.49 0.54 0.23 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 8 (8%), Referenced to phase 2:NBT and 6:SBT, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 27.3 Intersection LOS: C Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 400: Powers Boulevard & Lyman Boulevard 486 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX D SIGNAL WARRANT WORKSHEETS 487 Begin End EB WB NB SB 12:00 AM 1:00 AM 63 32 2 0 1:00 AM 2:00 AM 30 16 1 0 2:00 AM 3:00 AM 134 12 4 0 Project #:3:00 AM 4:00 AM 24 25 1 0 Project Name:4:00 AM 5:00 AM 73 64 2 0 Analyst:5:00 AM 6:00 AM 63 265 2 2 Date:6:00 AM 7:00 AM 249 456 7 3 File:7:00 AM 8:00 AM 355 659 10 5 8:00 AM 9:00 AM 408 794 12 6 Intersection:9:00 AM 10:00 AM 358 464 10 4 Scenario:10:00 AM 11:00 AM 304 300 9 2 11:00 AM 12:00 PM 437 373 13 3 12:00 PM 1:00 PM 590 513 17 4 1:00 PM 2:00 PM 389 562 11 4 2:00 PM 3:00 PM 482 418 14 3 Warrant Name Analyzed?Met?3:00 PM 4:00 PM 595 487 17 4 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 5:00 PM 810 470 23 4 #2 Four-Hour Vehicular volume Yes No 5:00 PM 6:00 PM 705 605 20 5 #3 Peak Hour Yes No 6:00 PM 7:00 PM 442 495 13 4 #4 Pedestrian Volume No -7:00 PM 8:00 PM 266 285 8 2 #5 School Crossing No -8:00 PM 9:00 PM 286 201 8 2 #6 Coordinated Signal System No -9:00 PM 10:00 PM 162 190 5 1 #7 Crash Experience Yes 10:00 PM 11:00 PM 166 131 5 1 #8 Roadway Network No -11:00 PM 12:00 AM 75 49 2 0 Begin End EB WB NB SB Volume Adjustment Factor =1.0 12:00 AM 1:00 AM 63 32 2 0 North-South Approach =Minor 1:00 AM 2:00 AM 30 16 1 0 East-West Approach =Major 2:00 AM 3:00 AM 134 12 4 0 Major Street Thru Lanes =2 3:00 AM 4:00 AM 24 25 1 0 Minor Street Thru Lanes =1 4:00 AM 5:00 AM 73 64 2 0 Speed > 40 mph?No 5:00 AM 6:00 AM 63 265 2 2 Population < 10,000?No 6:00 AM 7:00 AM 249 456 7 3 Warrant Factor 100%7:00 AM 8:00 AM 355 659 10 5 Peak Hour or Daily Count?Daily 8:00 AM 9:00 AM 408 794 12 6 9:00 AM 10:00 AM 358 464 10 4 10:00 AM 11:00 AM 304 300 9 2 11:00 AM 12:00 PM 437 373 13 3 12:00 PM 1:00 PM 590 513 17 4 1:00 PM 2:00 PM 389 562 11 4 2:00 PM 3:00 PM 482 418 14 3 3:00 PM 4:00 PM 595 487 17 4 4:00 PM 5:00 PM 810 470 23 4 5:00 PM 6:00 PM 705 605 20 5 6:00 PM 7:00 PM 442 495 13 4 7:00 PM 8:00 PM 266 285 8 2 8:00 PM 9:00 PM 286 201 8 2 9:00 PM 10:00 PM 162 190 5 1 10:00 PM 11:00 PM 166 131 5 1 11:00 PM 12:00 AM 75 49 2 0 Input Parameters Raw Traffic Volumes Hour Major Street Minor Street Hour Major Street Minor Street Analysis Traffic Volumes Lyman Blvd at Sunset Trail Warrant Summary 2025 Build Residential Only Avienda Developmen BJM 6/16/2023 H:\80000\80090_P_Avienda Final Roadway Plans\01 Intersection Control Evaluation (ICE) Report\Lyman Blvd at Sunset Trl\2023 Updated Contract\Round 3\Signal Warrant\[Sunset Signal Warrant Warrant Summary 488 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 1400Higher Minor StreetCombined Major Street Warrant #2 -Four-Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 200 300 400 500 600 700 800 900 1000Higher Minor StreetCombined Major Street Warrant #2 -Four Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #2 - 4 HR (Graph) 489 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 600 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #3 - Peak HR (Graph) 490 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (7:00 am) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 176 327 794 704 6 5 10 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 5 0 5 Variable Conflicting major-road volume (Vc9), veh/h: 15 648 5 10 0 6 Right-turn geometry on minor-road: Volume 337 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 491 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 492 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (8:00 AM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 202 394 779 664 7 6 12 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12 ), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 6 0 6 Variable Conflicting major-road volume (Vc9), veh/h: 18 781 6 12 0 7 Right-turn geometry on minor-road: Volume 387 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 493 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 494 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (4:00 PM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 402 233 659 760 14 4 23 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 4 0 4 Variable Conflicting major-road volume (Vc9), veh/h: 35 463 4 23 0 14 Right-turn geometry on minor-road: Volume 768 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 495 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 496 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (5:00 pm) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 350 300 690 720 12 5 20 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 5 0 5 Variable Conflicting major-road volume (Vc9), veh/h: 30 595 5 20 0 12 Right-turn geometry on minor-road: Volume 669 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 497 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 498 Begin End EB WB NB SB 12:00 AM 1:00 AM 82 42 9 0 1:00 AM 2:00 AM 39 21 4 0 2:00 AM 3:00 AM 176 16 19 0 Project #:3:00 AM 4:00 AM 31 33 3 0 Project Name:4:00 AM 5:00 AM 96 85 10 1 Analyst:5:00 AM 6:00 AM 82 350 9 3 Date:6:00 AM 7:00 AM 326 602 35 5 File:7:00 AM 8:00 AM 465 871 50 7 8:00 AM 9:00 AM 534 1049 57 8 Intersection:9:00 AM 10:00 AM 468 612 50 5 Scenario:10:00 AM 11:00 AM 398 397 43 3 11:00 AM 12:00 PM 573 493 61 4 12:00 PM 1:00 PM 772 677 83 5 1:00 PM 2:00 PM 509 742 55 6 2:00 PM 3:00 PM 631 552 68 4 Warrant Name Analyzed?Met?3:00 PM 4:00 PM 779 643 83 5 #1 Eight-Hour Vehicular Volume Yes No 4:00 PM 5:00 PM 1061 621 114 5 #2 Four-Hour Vehicular volume Yes Yes 5:00 PM 6:00 PM 924 799 99 6 #3 Peak Hour Yes Yes 6:00 PM 7:00 PM 579 653 62 5 #4 Pedestrian Volume No -7:00 PM 8:00 PM 348 376 37 3 #5 School Crossing No -8:00 PM 9:00 PM 375 265 40 2 #6 Coordinated Signal System No -9:00 PM 10:00 PM 213 251 23 2 #7 Crash Experience Yes 10:00 PM 11:00 PM 217 174 23 1 #8 Roadway Network No -11:00 PM 12:00 AM 98 65 10 0 Begin End EB WB NB SB Volume Adjustment Factor =1.0 12:00 AM 1:00 AM 82 42 9 0 North-South Approach =Minor 1:00 AM 2:00 AM 39 21 4 0 East-West Approach =Major 2:00 AM 3:00 AM 176 16 19 0 Major Street Thru Lanes =2 3:00 AM 4:00 AM 31 33 3 0 Minor Street Thru Lanes =1 4:00 AM 5:00 AM 96 85 10 1 Speed > 40 mph?No 5:00 AM 6:00 AM 82 350 9 3 Population < 10,000?No 6:00 AM 7:00 AM 326 602 35 5 Warrant Factor 100%7:00 AM 8:00 AM 465 871 50 7 Peak Hour or Daily Count?Daily 8:00 AM 9:00 AM 534 1049 57 8 9:00 AM 10:00 AM 468 612 50 5 10:00 AM 11:00 AM 398 397 43 3 11:00 AM 12:00 PM 573 493 61 4 12:00 PM 1:00 PM 772 677 83 5 1:00 PM 2:00 PM 509 742 55 6 2:00 PM 3:00 PM 631 552 68 4 3:00 PM 4:00 PM 779 643 83 5 4:00 PM 5:00 PM 1061 621 114 5 5:00 PM 6:00 PM 924 799 99 6 6:00 PM 7:00 PM 579 653 62 5 7:00 PM 8:00 PM 348 376 37 3 8:00 PM 9:00 PM 375 265 40 2 9:00 PM 10:00 PM 213 251 23 2 10:00 PM 11:00 PM 217 174 23 1 11:00 PM 12:00 AM 98 65 10 0 Input Parameters Raw Traffic Volumes Hour Major Street Minor Street Hour Major Street Minor Street Analysis Traffic Volumes Lyman Blvd at Sunset Trail Warrant Summary 2040 Build with SE Quadrant Avienda Development BJM 6/16/2023 H:\80000\80090_P_Avienda Final Roadway Plans\01 Intersection Control Evaluation (ICE) Report\Lyman Blvd at Sunset Trl\2023 Updated Contract\Round 3\Signal Warrant\[Sunset Signal Warrant Warrant Summary 499 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 1400Higher Minor StreetCombined Major Street Warrant #2 -Four-Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 200 300 400 500 600 700 800 900 1000Higher Minor StreetCombined Major Street Warrant #2 -Four Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #2 - 4 HR (Graph) 500 Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor Lane Config. 1 Major / 1 Minor 1 Major / 2 Minor 2 Major / 1 Minor 2 Major / 2 Minor 0 100 200 300 400 500 600 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Higher Minor StreetCombined Major Street Warrant #3 -Peak Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes War #3 - Peak HR (Graph) 501 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (7:00 am) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 230 408 762 655 30 7 50 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 7 0 7 Variable Conflicting major-road volume (Vc9), veh/h: 40 810 7 50 0 30 Right-turn geometry on minor-road: Volume 421 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 502 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 503 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (8:00 AM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 265 492 741 605 34 8 57 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 8 0 8 Variable Conflicting major-road volume (Vc9), veh/h: 46 976 8 57 0 34 Right-turn geometry on minor-road: Volume 483 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 504 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 505 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (4:00 PM) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 526 291 585 725 68 5 114 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 5 0 5 Variable Conflicting major-road volume (Vc9), veh/h: 92 578 5 114 0 68 Right-turn geometry on minor-road: Volume 960 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 506 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 507 Figure 2 - 11. Minor-road right-turn volume reduction for warrant check (5:00 pm) INPUT Approach Number Movement Major 2 Through A 3 Right Major 5 Through B 6 Right Minor 7 Left C 8 Through 9 Right Minor 10 Left D 11 Through 12 Right OUTPUT Value 458 375 625 675 59 6 99 Guidance:Conduct warrant check again using adjusted minor road volume. Conflicting major-road volume (Vc12), veh/h: Right-turn volume reduction (Vr9), veh/h: Right-turn volume reduction (Vr12), veh/h: Adjusted right-turn volume reduction (Vr9), veh/h: Adjusted right-turn volume reduction (Vr12), veh/h: Adjusted minor-road volume, veh/h: 6 0 6 Variable Conflicting major-road volume (Vc9), veh/h: 80 743 6 99 0 59 Right-turn geometry on minor-road: Volume 836 Number of lanes on major-road approach: 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800Minor-Road Right-Turn Volume Reduction, veh/hConflicting Major -Road Volume, veh/h Right-turn bay provided. Shared lane approach. 1 23 1 2 3Lanes on major-road serving confl. volume. 2 Right-turn bay provided 508 1 2 Box Output:2 3 Slope 0.6 needed for filling combobox Box Output:Right-turn bay provided (0=shared)1 (one dir)1 2 3 1 2 3 Intercept 900 (vph)1 0.6 0.4 1 0.6 0.4 SLA 0 RTB 100 Right-turn bay provided 200 Shared-lane approach 300 300 needed for filling combobox 375 225 375 429 171 343 428 450 150 330 420 450 562 38 263 375 338 563 600 0 240 360 300 540 643 214 343 257 514 643 2 700 180 320 200 480 620 800 120 280 100 420 580 900 60 240 0 360 540 1000 0 200 300 500 1100 160 240 460 1200 120 180 420 1300 80 120 380 1400 40 60 340 1500 0 0 300 1600 260 1700 220 1800 180 Vo SHARED LANE APPROACH RIGHT-TURN BAY RPOVIDED Number of lanes on Major - road 509 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX E AVERAGE ANNUAL DAILY TRAFFIC 510 Lyman Blvd Lyman Blvd Lyman Blvd Powers Blvd Powers Blvd East of Powers Blvd West of Powers Blvd West of Audubon North of Lyman Blvd South of Lyman Blvd 1994 - 5200 6400 7100 - 1997 1150 - - - - 1998 - 7300 9000 5900 - 1999 2300 - - - - 2000 - 8300 9700 6800 - 2001 2900 - - - - 2003 3250 13000 15000 14200 - 2005 2850 11100 13400 13200 - 2007 2900 12000 15300 14500 - 2009 2700 8800 11300 10600 7400 2011 2450 8200 8600 8900 9300 2012 - 8800 9400 - 8600 2013 2850 - - 10000 - 2014 - 9700 - - - 2015 4000 - 14600 9600 13600 2017 3850 20000 13000 9300 11300 2019 4150 - 11900 9900 - 2021 4007 - - - - AADT Year 511 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX F FACTORED VOLUMES 512 LYMAN BLVD 24 DAILY COUNT FACTORS - FROM CARVER COUNTY EB Factor WB Factor Total 12:00 AM 44.5 0.089 23 0.04007 67.5 1:00 AM 21 0.042 11.5 0.020035 32.5 2:00 AM 95 0.19 8.5 0.014808 103.5 3:00 AM 17 0.034 18 0.031359 35 4:00 AM 52 0.104 46.5 0.08101 98.5 5:00 AM 44.5 0.089 191.5 0.333624 236 6:00 AM 176.5 0.353 329.5 0.574042 506 7:00 AM 251.5 0.503 476.5 0.830139 728 8:00 AM 289 0.578 574 1 863 9:00 AM 253.5 0.507 335 0.583624 588.5 10:00 AM 215.5 0.431 217 0.378049 432.5 11:00 AM 310 0.62 269.5 0.469512 579.5 12:00 PM 418 0.836 370.5 0.64547 788.5 1:00 PM 275.5 0.551 406 0.707317 681.5 2:00 PM 341.5 0.683 302 0.526132 643.5 3:00 PM 421.5 0.843 352 0.61324 773.5 4:00 PM 574 1.148 340 0.592334 914 5:00 PM 500 1 437 0.761324 937 6:00 PM 313.5 0.627 357.5 0.622822 671 7:00 PM 188.5 0.377 206 0.358885 394.5 8:00 PM 203 0.406 145 0.252613 348 9:00 PM 115 0.23 137.5 0.239547 252.5 10:00 PM 117.5 0.235 95 0.165505 212.5 11:00 PM 53 0.106 35.5 0.061847 88.5 Volume Totals 5291 5684.5 10975.5 Average Daily Traffic (ADT)5291 513 Factored Volume at Sunset Trail - 2025 Build Without SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 60 6 1 31 0 0 0 0 5 0 3 1:00 AM 0 28 3 1 16 0 0 0 0 2 0 1 2:00 AM 1 127 12 1 12 0 0 0 0 10 0 6 3:00 AM 0 23 2 1 24 0 0 0 0 2 0 1 4:00 AM 1 70 7 3 63 0 0 0 0 6 0 3 5:00 AM 1 60 6 12 261 2 2 0 2 5 0 3 6:00 AM 2 236 23 21 448 3 3 0 3 19 0 11 7:00 AM 3 337 32 30 648 5 5 0 5 27 0 16 8:00 AM 3 387 37 36 781 6 6 0 6 31 0 18 9:00 AM 3 339 32 21 456 4 4 0 4 27 0 16 10:00 AM 3 288 27 14 295 2 2 0 2 23 0 13 11:00 AM 4 415 40 17 367 3 3 0 3 33 0 19 12:00 PM 5 559 53 23 504 4 4 0 4 44 0 26 1:00 PM 3 369 35 25 552 4 4 0 4 29 0 17 2:00 PM 4 457 44 19 411 3 3 0 3 36 0 21 3:00 PM 5 564 54 22 479 4 4 0 4 45 0 26 4:00 PM 7 768 73 21 463 4 4 0 4 61 0 36 5:00 PM 6 669 64 27 595 5 5 0 5 53 0 31 6:00 PM 4 419 40 22 486 4 4 0 4 33 0 20 7:00 PM 2 252 24 13 280 2 2 0 2 20 0 12 8:00 PM 2 272 26 9 197 2 2 0 2 22 0 13 9:00 PM 1 154 15 9 187 1 1 0 1 12 0 7 10:00 PM 1 157 15 6 129 1 1 0 1 12 0 7 11:00 PM 1 71 7 2 48 0 0 0 0 6 0 3 Volume Totals 63.492 7079.358 674.9878 354.4193 7734.485 59.41986 59.41986 0 59.41986 561.6353 0 330.3737 Factored Volume at Sunset Trail - 2025 Build With SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 60 6 2 31 0 0 0 0 7 0 4 1:00 AM 0 28 3 1 16 0 0 0 0 3 0 2 2:00 AM 1 127 12 1 12 0 0 0 0 15 0 9 3:00 AM 0 23 2 2 24 0 0 0 0 3 0 2 4:00 AM 1 70 7 4 63 0 0 0 0 8 0 5 5:00 AM 1 60 6 17 261 2 2 0 2 7 0 4 6:00 AM 2 236 23 30 448 3 3 0 3 28 0 17 7:00 AM 3 337 32 43 648 5 5 0 5 40 0 24 8:00 AM 3 387 37 52 781 6 6 0 6 46 0 27 9:00 AM 3 339 32 30 456 4 4 0 4 40 0 24 10:00 AM 3 288 28 20 295 2 2 0 2 34 0 20 11:00 AM 4 415 40 24 367 3 3 0 3 49 0 29 12:00 PM 5 559 54 33 504 4 4 0 4 67 0 39 1:00 PM 3 369 35 37 552 4 4 0 4 44 0 26 2:00 PM 4 457 44 27 411 3 3 0 3 54 0 32 3:00 PM 5 564 54 32 479 4 4 0 4 67 0 39 4:00 PM 7 768 73 31 463 4 4 0 4 91 0 54 5:00 PM 6 669 64 39 595 5 5 0 5 80 0 47 6:00 PM 4 419 40 32 486 4 4 0 4 50 0 29 7:00 PM 2 252 24 19 280 2 2 0 2 30 0 18 8:00 PM 2 272 26 13 197 2 2 0 2 32 0 19 9:00 PM 1 154 15 12 187 1 1 0 1 18 0 11 10:00 PM 1 157 15 9 129 1 1 0 1 19 0 11 11:00 PM 1 71 7 3 48 0 0 0 0 8 0 5 Volume Totals 63.492 7079.358 677.4851 511.4182 7734.485 59.41986 59.41986 0 59.41986 841.8146 0 495.185 EB WB SB NB EB WB SB NB 1 514 Factored Volume at Sunset Trail - 2025 Build Residential Only Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 60 3 0 31 0 0 0 0 2 0 1 1:00 AM 0 28 1 0 16 0 0 0 0 1 0 0 2:00 AM 1 127 6 0 12 0 0 0 0 4 0 2 3:00 AM 0 23 1 0 24 0 0 0 0 1 0 0 4:00 AM 1 70 3 1 63 0 0 0 0 2 0 1 5:00 AM 1 60 3 2 261 2 2 0 2 2 0 1 6:00 AM 2 236 11 4 448 3 3 0 3 7 0 4 7:00 AM 3 337 15 6 648 5 5 0 5 10 0 6 8:00 AM 3 387 18 7 781 6 6 0 6 12 0 7 9:00 AM 3 339 15 4 456 4 4 0 4 10 0 6 10:00 AM 3 288 13 3 295 2 2 0 2 9 0 5 11:00 AM 4 415 19 3 367 3 3 0 3 13 0 7 12:00 PM 5 559 25 5 504 4 4 0 4 17 0 10 1:00 PM 3 369 17 5 552 4 4 0 4 11 0 7 2:00 PM 4 457 21 4 411 3 3 0 3 14 0 8 3:00 PM 5 564 26 4 479 4 4 0 4 17 0 10 4:00 PM 7 768 35 4 463 4 4 0 4 23 0 14 5:00 PM 6 669 30 6 595 5 5 0 5 20 0 12 6:00 PM 4 419 19 5 486 4 4 0 4 13 0 7 7:00 PM 2 252 11 3 280 2 2 0 2 8 0 4 8:00 PM 2 272 12 2 197 2 2 0 2 8 0 5 9:00 PM 1 154 7 2 187 1 1 0 1 5 0 3 10:00 PM 1 157 7 1 129 1 1 0 1 5 0 3 11:00 PM 1 71 3 0 48 0 0 0 0 2 0 1 Volume Totals 63.492 7079.358 322.5158 71.56023 7734.485 59.41986 59.41986 0 59.41986 213.7123 0 125.7131 EB WB SB NB 1 515 Factored Volume at Sunset Trail - 2040 Build Without SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 74 7 2 39 0 0 0 0 6 0 3 1:00 AM 0 35 3 1 20 0 0 0 0 3 0 2 2:00 AM 2 159 15 1 14 0 0 0 0 13 0 7 3:00 AM 0 28 3 1 31 0 0 0 0 2 0 1 4:00 AM 1 87 8 4 79 1 1 0 1 7 0 4 5:00 AM 1 74 7 15 326 3 3 0 3 6 0 3 6:00 AM 3 295 28 26 560 5 5 0 5 23 0 14 7:00 AM 4 421 40 37 810 7 7 0 7 33 0 20 8:00 AM 5 483 46 45 976 8 8 0 8 38 0 23 9:00 AM 4 424 41 26 570 5 5 0 5 33 0 20 10:00 AM 3 360 34 17 369 3 3 0 3 28 0 17 11:00 AM 5 518 50 21 458 4 4 0 4 41 0 24 12:00 PM 7 699 67 29 630 5 5 0 5 55 0 33 1:00 PM 4 461 44 32 690 6 6 0 6 36 0 21 2:00 PM 5 571 55 24 514 4 4 0 4 45 0 27 3:00 PM 7 705 67 28 599 5 5 0 5 56 0 33 4:00 PM 9 960 92 27 578 5 5 0 5 76 0 45 5:00 PM 8 836 80 34 743 6 6 0 6 66 0 39 6:00 PM 5 524 50 28 608 5 5 0 5 41 0 24 7:00 PM 3 315 30 16 350 3 3 0 3 25 0 15 8:00 PM 3 339 32 11 247 2 2 0 2 27 0 16 9:00 PM 2 192 18 11 234 2 2 0 2 15 0 9 10:00 PM 2 196 19 7 162 1 1 0 1 16 0 9 11:00 PM 1 89 8 3 60 0 0 0 0 7 0 4 Volume Totals 84.656 8846.552 846.56 445.649 9665.631 79.22648 79.22648 0 79.22648 698.412 0 412.698 Factored Volume at Sunset Trail - 2040 Build With SE Quadrant Left Through Right Left Through Right Left Through Right Left Through Right 12:00 AM 1 74 7 3 39 0 0 0 0 9 0 5 1:00 AM 0 35 3 1 20 0 0 0 0 4 0 2 2:00 AM 2 159 15 1 14 0 0 0 0 19 0 11 3:00 AM 0 28 3 2 31 0 0 0 0 3 0 2 4:00 AM 1 87 8 5 79 1 1 0 1 10 0 6 5:00 AM 1 74 7 22 326 3 3 0 3 9 0 5 6:00 AM 3 295 28 37 560 5 5 0 5 35 0 21 7:00 AM 4 421 40 54 810 7 7 0 7 50 0 30 8:00 AM 5 483 46 65 976 8 8 0 8 57 0 34 9:00 AM 4 424 41 38 570 5 5 0 5 50 0 30 10:00 AM 3 360 34 25 369 3 3 0 3 43 0 25 11:00 AM 5 518 50 31 458 4 4 0 4 61 0 37 12:00 PM 7 699 67 42 630 5 5 0 5 83 0 49 1:00 PM 4 461 44 46 690 6 6 0 6 55 0 33 2:00 PM 5 571 55 34 514 4 4 0 4 68 0 40 3:00 PM 7 705 67 40 599 5 5 0 5 83 0 50 4:00 PM 9 960 92 39 578 5 5 0 5 114 0 68 5:00 PM 8 836 80 49 743 6 6 0 6 99 0 59 6:00 PM 5 524 50 40 608 5 5 0 5 62 0 37 7:00 PM 3 315 30 23 350 3 3 0 3 37 0 22 8:00 PM 3 339 32 16 247 2 2 0 2 40 0 24 9:00 PM 2 192 18 16 234 2 2 0 2 23 0 14 10:00 PM 2 196 19 11 162 1 1 0 1 23 0 14 11:00 PM 1 89 8 4 60 0 0 0 0 10 0 6 Volume Totals 84.656 8846.552 846.56 643.7152 9665.631 79.22648 79.22648 0 79.22648 1047.618 0 624.338 WB SB NB WB SB NBEB EB 1 516 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION APPENDIX G NCHRP 8-51 WORKSHEETS 517 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH SE QUADRANT 518 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout with SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 150,000 SF 237.2575721 209 28 Retail 820 167,000 SF 232.08 144 88 Restaurant 932 28,000 SF 267.96 147 121 Cinema/Entertainment 0 - - 0 Residential 221, 220, 252 417, 92, 300 DU 283.24 72 211 Hotel 310 100 Rooms 42.55 24 19 All Other Land Uses2 565 10,000 SF 110 58 52 Total 1173.087572 654.4411634 518.6464086 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0% Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 8 18 0 0 Retail 8 11 1 0 Restaurant 29 12 4 1 Cinema/Entertainment 0 0 0 0 0 Residential 4 2 29 0 Hotel 6 3 2 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,173 654 519 Office 22% 93% Internal Capture Percentage 24% 21% 27% Retail 17% 23% Restaurant 41% 38% External Vehicle-Trips3 897 516 381 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 7% 17% External Non-Motorized Trips4 0 0 0 Hotel 4% 58% NCHRP 8-51 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-TripsLand Use Avienda Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Estimation Tool Developed by the Texas Transportation Institute Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 4Person-Trips *Indicates computation that has been rounded to the nearest whole number. Chanhassen, MN AM Street Peak Hour Toole Design MM 3/20/2023 2022 519 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout with SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 150,000 SF 232.485369 40 193 Retail 820 167,000 SF 816.4417305 392 425 Restaurant 932 28,000 SF 253.4 155 99 Cinema/Entertainment 0 Residential 221, 220, 252 417, 92, 300 DU 298.08 179 119 Hotel 310 100 Rooms 46.11 24 23 All Other Land Uses2 565 10,000 SF 111.2 52 59 Total 1757.7171 841.0496434 916.6674562 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 31 3 4 0 Retail 9 45 82 4 Restaurant 3 41 18 7 Cinema/Entertainment 0 0 0 0 0 Residential 5 39 22 3 Hotel 0 4 8 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,760 842 918 Office 43% 20% Internal Capture Percentage 37% 39% 36% Retail 29% 33% Restaurant 50% 70% External Vehicle-Trips3 1,104 514 590 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 58% 58% External Non-Motorized Trips4 0 0 0 Hotel 58% 52% NCHRP 8-51 Internal Trip Capture Estimation Tool Avienda Toole Design Chanhassen, MN MM 2022 PM Street Peak Hour 3/20/2023 Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)Destination (To) Cinema/Entertainment Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment 0 0 0 0 0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Person-Trips Estimation Tool Developed by the Texas Transportation Institute 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P *Indicates computation that has been rounded to the nearest whole number. 520 LYMAN BOULEVARD AND SUNSET TRAIL INTERSECTION CONTROL EVALUATION 2040 BUILD – WITH OUT SE QUADRANT 521 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout without SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 - SF 0 0 0 Retail 820 151,000 SF 222.64 138 85 Restaurant 932 28,000 SF 267.96 147 121 Cinema/Entertainment 0 - - 0 Residential 221, 220, 252 417, 92, 300 DU 283.24 72 211 Hotel 310 - Rooms 0 0 0 All Other Land Uses2 565 10,000 SF 110 58 52 Total 883.84 415.9737 467.8663 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0% Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 11 1 0 Restaurant 0 11 4 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 2 29 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 884 415 469 Office N/A N/A Internal Capture Percentage 13% 14% 12% Retail 9% 14% Restaurant 27% 12% External Vehicle-Trips3 768 357 411 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 7% 15% External Non-Motorized Trips4 0 0 0 Hotel N/A N/A Chanhassen, MN AM Street Peak Hour Toole Design MM 3/20/2023 2022 Estimation Tool Developed by the Texas Transportation Institute Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 4Person-Trips *Indicates computation that has been rounded to the nearest whole number. Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 8-51 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-TripsLand Use Avienda 522 Project Name: Organization: Project Location: Performed By: Scenario Description:Buildout without SE Corner Date:7/19/2022 Analysis Year: Checked By:Updated BJM Analysis Period: Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 710 - SF 0 0 0 Retail 820 151,000 SF 759.3338096 364 395 Restaurant 932 28,000 SF 253.4 155 99 Cinema/Entertainment 0 Residential 221, 220, 252 417, 92, 300 DU 298.08 179 119 Hotel 310 - Rooms 0 0 0 All Other Land Uses2 565 10,000 SF 111.2 52 59 Total 1422.01381 750.5992286 671.414581 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 0 0 0 0 Retail 0 45 82 0 Restaurant 0 41 18 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 36 22 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,422 750 672 Office N/A N/A Internal Capture Percentage 34% 33% 36% Retail 21% 32% Restaurant 43% 60% External Vehicle-Trips3 934 506 428 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential 56% 49% External Non-Motorized Trips4 0 0 0 Hotel N/A N/A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P *Indicates computation that has been rounded to the nearest whole number. Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Person-Trips Estimation Tool Developed by the Texas Transportation Institute 0 0 0 Origin (From)Destination (To) Cinema/Entertainment 0 0 Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) 2022 PM Street Peak Hour 3/20/2023 Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips NCHRP 8-51 Internal Trip Capture Estimation Tool Avienda Toole Design Chanhassen, MN MM 523 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICB STATE OF MINNESOTA) )ss COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to consider a request for a Site Plan Review, Vacation, and a Preliminary Plat for 53 Rowhomes located at the SW Corner of Powers and Lyman Boulevards. Property Owner: Level T Development, Applicant: Landform Professional Services .LLC. to the persons named on attached Exhibit ,.A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. \ Kim City Clerk to before me 2023 JENNIFER ANN POTTER Notary Public-Minnesota My Commission Expiros Jan 31' 2027 Public 524 Subject Parcel Disclaimer This map is neither a legally recorded map nor a suNey and is not intended to be used as one. This map is a compilation of records, information and data located in various city' county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational' tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data provided. (Tax_nameD <Tax_add_!l> <Tax_add_|2> Subject Parcel Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the Gls Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data provided. <Next Record><Tax_nameD <Tax_add_ll> aTax_add_!2> r r ,sq }{ f.t r }JI IiJJ --lrt N II r: l- '{ Er l', {r 525 Notice of Public Hearing Chanhassen Plan Commission Tuesday, June 20, 2023, at 6:00 p.m. This hearing may not start until later in the evening, depending on the order ofthe agenQe.Date & Time: Location:7700 Market Blvd.City Hall Council Chambers, Proposal: Landform Professional Services, LLCApplicant: Level 7 DevelopmentOwner: Property Location: SW Corner of Powers & Lyman Blvd. is on the reverse side of this notice.A location map The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: l. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Gomments: To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenm n. gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Bob Generous by email at emaass@chanhassenmn.gov or by phone at952-227-1139. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to h ttps : //www. c h a n h a s s e n m n . q ov/i-wa ntto/s u bsc ri be City Raview Procedure:. Subdivisions, Planned Unit Deyelopments, Site Plan Revi6ws, Conditional and lnterim Uss, Wetland Alterations, Rezonings, Comprehsnsive Plan Amsndments, Varian@s, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinan@s require all property within 500 feet of the subjact site to be notified of the application in writing. Any interested party is invited to attend the meeting. . Statf prepares a report on the subject application that includ€s all pertinent informalion and a rocommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overyiew of the report and a remmmendation. The item will be opened for the public to sp€ak about the proposal as a part of the hearing pro@ss. The Commission will close the public hearing and discuss the item and make a re@mmendation lo the City Council. The City Council may reverse, affirm or modify wholly or partiy the Planning Commission's re@mmendation. Rezonings, land use and @de amendments take a simple majority vote of the City Council ex@pt rezonings and land use amendments from residential to mmmercial/industrial. . Minnesota State Statute 51 9.99 requires all applications to be pro@ssed within 60 days unless the applicant waives this standard. Some appli€tions dua to their complexity may tak6 sevoral months to complete. Any person wishing to follow an item through tho proess should check with the Planning Deparlment regarding its status and scheduling for the City Council meeting. . A n€ighborhood spokesparson/reprosentalive is encouraged to provide a @ntac1 for the city. Often dovolopsrs are encouraged to meet with the neighborh@d regarding their prcposal. Staff is al$ available to review the poect with any interested per$n(s). . Be@us6 lhe Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any @respondene regarding the appli€tion will be includsd in the report to the City Council. lf you wish to have something to be included in the report, olease mntact the Planninq Staff person named on the notifi€tion. Notice of Public Hearing Chanhassen Pla Commission Meeti Date & Time:Tuesday, June 20, 2023, at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location 7700 Market BlvdCity Hall Council Chambers, Proposal:Consider a request for a Site Plan Review, Easement Vacation, and a Preliminary Plat for 53 Rowhomes. Applicant:Landform Professional Services, LLC Owner:Level 7 Development Property Location: SW Corner of Powers & Lyman Blvd. A locrtion map is on the reverse side of this 4qi!9- The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: l. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. What Happens at the Meeting: To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenmn. gov/DroposeddeveloDments. If you wish to talk to someone about this project, please contact Bob Generous by email at emaass@chanhassenmn.gov or by phone at952-227-1139. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Questions & Gomments: Sign up to receive email updates about this or other projects. Go to h ttps : //www. c h a n h asse n m n . o ov/i-wa nt-to/s u bscri be City Review Procedure:. Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ddinanes require all prop€rty within 5OO feet ot the subject site to be notified of the applietion in writing. Any interested party is invited to attend the meeting. . Staff prepares a roport on the subject application that includes all pertinent information and a re@mmendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a remmmendation. The item will be opened for the public to speak about tha proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a re@mmendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rszsings, land use and @de amendments take a simple majority vote of the City Council ex@pt rezonings and land use amendments from residential to mmmercial/industrial. . Minnesota State Statute 519.99 requires all applications to be pro€ssod within 60 days unless the applicnt waives this standard. Some applications due to their @mplexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department rogarding its status and scheduling for the City Council meeting. . A neighborhood spokesperson/represontative is encouraged to provide a contacl forthe city. Often developers are enmuraged to meet with the neighborh@d regarding thgir proposal. Staff is ale available to review the poecl with any interested person(s). . Because the Planning Commission holds the public hearing, the City Council does not. Manutas are taken and any corresponden@ regarding the application will be includsd in the report to the City Council. lf you wish lo have something to be inctuded in the remrt. olease contact the Planninq Staff person named on the notifi€tion. Consider a request for a Site Plan Review, Easement Vacation, and a Preliminary Plat for 53 Rowhomes. What Happens at the Meeting: 526 Tax name AARON LEIGH SANDNESS AHMEND SAYNAB DHAGANE ALEKSANDR S SIMANOVICH ALEXANDER WILLIAM U RSEt ALIAKSANDR KHARYTOVICH ALICIA BRACKETT ANDREW KIM ANDREW LASKA ANKUR WAHI ANN A CHOI ROLOFF ANN FITZGIBBONS ANNIE T DANIETSON ARAVIND PUTTA ARUNKUMAR JOTHIRAMALINGAM ASHLEY N NELSON REVOCABLE INTERVIVOS TRU BALAJI MONHANCHANDRAN BARRY W KOPPEN BEJAN M DARBANDI BHANU P THOTA BHASKAR GURRAMKONDA BRADTEY WESTVIG BRANDON A CARMACK BRANDON B MEHDIZADEH BRANDON ZENK BRIAN DUNN BRIAN HELTEMES BRIAN OMMEN BRYAN T PETERSEN BYRON A DICKINSON C DAVID LUTHER IRREV TRUST FBO AVA LUTHE CAMDEN RIDGE NEIGHBORHOOD ASSN CAROLYN HARBERT CATHERINE A BURNS Tax add 11 9171 RIVER ROCK DR N 9301 RIVER ROCK DR N 1482 MILLS DR 9170 DEGLER CIR 9053 DEG LER LN 9461 RIVER ROCK DR S 9O7O DEGLER CIR 9291 RIVER ROCK DR N 9092 RIVER ROCK DR N 9413 RIVER ROCK DR S 9452 RIVER ROCK DR S 9130 DEGTER CIR 1505 MILLS DR 9044 DEGLER LN 1485 MILLS DR 9112 RIVER ROCK DR N 9160 DEG LER CIR 1480 PEMBROKE PASS 1495 MILLS DR 1471 DEGLER CIR 1430 J ERSEY WAY 1482 CAMDEN RIDGE DR 1511 CAMDEN RIDGE DR 9091 RIVER ROCK DR N 1421 HENRY CT 1502 CAMDEN RIDGE DR 9081 RIVER ROCK DR N 9180 RIVER ROCK DR N 1532 MILLS DR 1452 MILLS DR 1801 AMERICAN BLVD E STE 21 9492 RIVER ROCK DR S 9401 RIVER ROCK DR S Tax add 12 CHANHASSEN, MN 55317-4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2701 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4836 CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4780 CHANHASSEN, MN 55317.4812 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317-4750 CHANHASSEN, MN 5531,7-8622 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4845 CHANHASSEN, MN 55317.2200 CHANHASSEN, MN 55317-2303 CHANHASSEN, MN 55317-4845 CHANHASSEN, MN 55317-4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. BLOOMTNGTON, MN 55425-1230 CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317. 527 CHAD ENGEL CHARLES CUDD CO, LLC CHARLES H JORENBY CHETAN CHANDRASEKARA CHRISTOPHER R ANDERSON CTARENCE OLIVER DAVIS CLINT ALLEN BITTING CODY PRIBBLE CRAIG ALESSO CURTIS t CLEMENTS DAMIAN L NOLD DANIEL A O'CONNELL DANIEL MARTINEZ DANNY RICHARD MOGOLLON DARYL E JAROSCH DAVID H MORRIS DAVID HELDMAN DAVID K LAWSON DAVID MODROW DAVID T & JENNIFER R PERRY DEGLER LAND COMPANY tLC DENNIS WERINGA DERE K JOHN OLSON DEREK M & JENNIFER L PAULING DINESH PATTANASHETTARU DIWAHAR SIVARAJ DONALD EDWARD VASATKA III DOUGLAS D SUMNER DUNN FAMILY TRUST EBENEZER & SUSANNA PETERS EDWARD A KUGLAND EDWARD KIM ELIZABETH A GROVER ERIC L & JENNIFER L SWANSON 9O5O DEG tER CIR 15050 23RD AVE N 1650 JEURRISEN LN 1511 DEGLER CIR 1423 BETHESDA CIR 9472 RIVER ROCK DR S 1531 CAMDEN RIDGE DR 8991 RIVER ROCK DR 9445 RIVER ROCK DR S 1480 BETHESDA CIR 91OO DEGLER CIR 9071 DELGER CIR 9072 RIVER ROCK DR N 9409 RIVER ROCK DR S 9469 RIVER ROCK DR S 9459 RIVER ROCK DR S 9041 DEGLER CIR 9060 DEGLER CIR 9460 RIVER ROCK DR S 9250 ELLENDALE LN 541 PINEVIEW CT 9421 RIVER ROCK DR S 1520 PEMBROKE PASS 9260 RIVER ROCK DR N 9210 ELLENDALE LN 9OO1 RIVER ROCK DR N 9120 DEGLER CIR 9140 DEGLER CIR 1411 HENRY CT 9280 RIVER ROCK DR N 9468 RIVER ROCK DR S 1435 MILLS DR 9480 RIVER ROCK DR S 1440 BETHESDA CIR CHANHASSEN, MN 55317- PLYMOUTH, MN 55447- CHANHASSEN, MN 553],7. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4749 CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317.2303 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4749 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317. CHANHASSEN, MN 55377 -47 47 CHANHASSEN, MN 55317.8697 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4780 CHANHASSEN, MN 55317-2200 CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317- CHANHASSEN, MN 553I7-2304 CHANHASSEN, MN 55317-4749 528 ERIK JOHNSON ERIK VIEYRA EVAN M LUCORE FRANKLIN BLYDENBURGH GARY REITER GEORGE MURRAY GREGORY M VILAND GROENEWOLD JOINT REVOCABLE TRUST GUNJAN SHARMA HAROLD STANDLEY HASSAN NADEEM HEATHER J MEYER HUONG N DANG JACKLYN M DONNELL JACOB A WILLS JACOB VOELTZ JAMES S ROHWER JANET KAY LASH REV TRUST IARED A & SUSAN EANDERSSON JASON P CUSICK JEFFREY BUCKLEY JEFFREY S JACOBS JENN IFER CHOU FAMITY TRUST JENNIFER MAASS JERALD D STIELE JESSE L MILLER JILL MARIE MADISON JOAN M MCNANEY JOHN ANDREW THEISEN JOHN C PETERSON JOHN P BYLSMA JOHN R SAUER JON J VARNER JON R RATHBUN 9081 DEGLER CIR 8981 RIVER ROCK DR 1440 JERSEY WAY 9122 RIVER ROCK DR 1460 JERSEY WAY 1430 BETHESDA CIR 1512 CAMDEN RIDGE DR 9444 RIVER ROCK DR S 1470 JERSEY WAY 1630 JEURISSEN LN 9043 DEGLER LN 9440 RIVER ROCK DR S 9151 RIVER ROCK DR N 1441 HENRY CT 9021 DEGLER CIR 1501 DEGLER CIR 9111 RIVER ROCK DR N 9455 RIVER ROCK DR S 9260 ELLENDALE LN 9439 RIVER ROCK DR S 1522 MILLS DR 9429 RIVER ROCK DR S 1471 CAMDEN RIDGE DR 1461 HENRY CT 1492 CAMDEN RIDGE DR 9051 RIVER ROCK DR N 9161 RIVER ROCK DR N 1455 MILLS DR 1472 CAMDEN RIDGE DR 1459 BETHESDA CIR 9110 DEGLER CIR 9O9O DEGLER CIR 93OO RIVER ROCK DR N 15OO PEMBROKE PASS CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, CHANHASSEN, MN 55317- MN 55317- MN 55317-8622 MN 55317- MN 55317- MN 55317-4749 MN 55317- MN 55317- MN 55317-8622 MN 55317-4842 MN 55317- MN 55317- MN 55317-4758 MN 55317- MN 55317-4836 MN 55317- MN 55317-4758 MN 55317- MN 55317- MN 55317-2304 MN 55317-4812 MN 55317- MN 55317- MN 55317- MN 55317- MN 55317-4845 MN 55317- MN 55317-4811 MN 55317- MN 55317-4749 MN 55317-4780 MN ss317-4836 MN 55317-4746 MN 55317-4748 529 JONATHAN M GILBERT JONATHAN R & SHANNON G ABAD JOSEPH A BRANDT JOSEPH ATTHAUS JOSEPH ARMSTRONG JOSHUA P CARLSON JUN CHOE JUSTIN D ROBINSON JUSTIN KYLE HANSEN .JUSTIN P BRONCE .JUSTIN STERLING KAMINI RAMARAJ KAREN L VILLWOCK KARIN RENAE O'HARA KATHERINE A NOTCH KATHERINE GRACE PEYTON GROVEN KATHERINE RUCKER KATHLEEN MAI SCHUMACHER KAYLA K BORCHERT KELLY L LUDFORD KELLY WANG KENT SPAULDING KEVIN E VETSCH & DANA M VETSCH REV TRUST KIM KIM KIMBERTY GOERS LIVING TRUST KOU THAO KRISTI LINDELL KURT JANTSCHER KYLE KRAMER KYLE STOKKE LAKSHMI JYOTSNA AKUTHOTA LEONARDO ANTONIO VIVAS LUNA LEVEL 7 DEVELOPMENT LLC LORENJ&SANDRAMDENNIN 1641IEURISSEN LN 1439 BETHESDA CIR 1515 MILLS DR 1610 JEURISSEN tN 1427 BETHESDA CIR 9091 DEGLER CIR 9271 RIVER ROCK DR N 1451 BETHESDA CIR 9417 RIVER ROCK DR S 1462 CAMDEN RIDGE DR 1450 BETHESDA CIR 9210 ELLENDALE LN 9496 RIVER ROCK DR S 1431 HENRY CT 9083 DEG LER LN 150], CAMDEN RIDGE DR 9488 RIVER ROCK DR S 9063 DEG LER LN 1420 JERSEY WAY 1492 MttLS DR 9270 RIVER ROCK DR N 8971 RIVER ROCK DR N 9310 RIVER ROCK DR N 9041 RIVER ROCK DR N 9449 RIVER ROCK DR 9034 DEG LER LN 9330 RIVER ROCK DR N 9281 RIVER ROCK DR N 9071 RIVER ROCK DR N 315 N VAN BUREN AVE 1443 BETHESDA CIR 9405 RIVER ROCK DR S 4600 KINGS POINT RD 1521 PEMBROKE PASS CHANHASSEN, MN 55317-4842 CHANHASSEN, MN 55317-4749 CHANHASSEN, MN 55317-4812 CHANHASSEN, MN 55317-4842 CHANHASSEN, MN 55317.4749 CHANHASSEN, MN 55317-4835 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2302 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317.2200 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317.2701 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4746 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. SPRINGFIELD, MN 56087-1539 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- MINNETRISTA, MN 55331-9628 CHANHASSEN, MN 55317. 530 MANDEEP S VIRK MARC G ILLITZER MARCO RASGATTINO MARK RAICHE MARK THOMAS STANLEY ANDERSON MARTIN E THOMPSON MATTH EW M KISTNER MATTH EW PAUL BEAMAN MATTH EW WANGERIN MAX JAHRAUS MEGHAN MAROSTICA MICHAEL COY MICHAEL J BENDER MICHAEL OCHS MYTHILI KARUPPUSAMY NATHAN HANSON NATHAN STIER NICHOLAS J KOSHENINA NICK HEINZE NITESH C SUTHAR NIRMAL KHAREL NORMAN W VANEK O'NEILL LIVING TRUST ONESIMO ALEMAN OPENDOOR PROPERTY TRUST I PATRICK R CHRISTENSEN PATRICK T MACY PAVITHRA SRINIVASACHARIAR LAKSHMI NARASI PETER G JONSWOLD PRAMOD PUTTA PRESERVE @ BLF CRK HM OWN ASSN PRESERVE @ BLF CRK HOMEOWNERS RACHELLE M JOHNSON RAJEEV HOSUR 9190 RIVER ROCK DR N 1461 DEGLER CIR 9141 RIVER ROCK DR N 9448 RIVER ROCK DR S 1491 DEG LER CIR 9484 RIVER ROCK DR 5 1465 MILLS DR 9320 RIVER ROCK DR N 9O8O DEGLER CIR 9311 RIVER ROCK DR N 9240 ELLEN DALE LN 1451 HENRY CT 1640 JEURISSEN LN 1551 CAMDEN RIDGE DR 1431 BETHESDA CIR 9021 RIVER ROCK DR N 92OO ELLEN DALE LN 9102 RIVER ROCK DR N 1491 CAMDEN RIDGE DR 9031 DEGLER CIR 9073 DEGLER LN 9441 RIVER ROCK DR S 1470 BETHESDA CIR 1480 JERSEY WAY 410 N SCOTTSDALE RD STE 1600 1521 CAMDEN RIDGE DR 1472 MILLS DR 1460 BETHESDA CIR 9101 DEG LER CIR 1502 MILLS DR 1801 AMERICAN BLVD E STE 21 4672 SLATER RD 1481 CAMDEN RIDGE DR 9082 RIVER ROCK DR N CHANHASSEN, MN 55317.4758 CHANHASSEN, MN 55317.4750 CHANHASSEN, MN 55317-4758 CHANHASSEN, MN 55317.2304 CHANHASSEN, MN 55317- CHANHASSEN, MN 553],7.2304 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317.4746 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2303 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317.4747 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.2302 CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8622 TEMPE, AZ 85281- CHANHASSEN, MN 55317-2303 CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4780 CHANHASSEN, MN 55317-4812 BLOOMINGTON, MN 55425- EAGAN, MN 55722-2362 CHANHASSEN, MN 55317.2302 CHANHASSEN, MN 55317- 531 RANJITH REDDY GADDAM RICHARD N JOHNSON ROBERT DIRKS ROBERT TODD BROPHY ROGER T RICHARDSON JR ROLF LEE DIXON ROSE LYNDA PYKA RYAN T MCCORMICK SADAT IMRAN KHAN SANTOSH KUMAR RAJURI SCOTT BERRY SCOTT D MCGINNIS SEAN J FLAHERTY SEAN T WATTS SHANKAR KRISHNAN SHAUN ADAMS SH EEL K PATEL SOMASUNDARAM KRISHNAMURTHY SREENIVAS SAMPAT STEPHEN J & LYN A MACHACEK STEVEN C WIGNESS SUDEEP & ARCHANA POMAR SUDHAKAR JAGARKAT SUDIP SHERCHAN SUMAN K THAPA SUSAN LYNNE O'BRIEN TRUST SWATH I BACHU THE LARRY & JUDITH KASSEBAUM LIV TRUST THE PRESERVE AT BLU FF CREEK HOMEOWNERS A THE WILLIAM WAYNE & LUANN PATRICIA CRAWF THEODORE TALKINGTON THOMAS HENRY DOOLING IV THOMAS MCCUE TIRTHA RAJ KHAREL 1490 PEMBROKE PASS 95OO RIVER ROCK DR S 9064 DEGLER LN 9220 ELLENDALE LN 9150 DEGLER CIR 1620 JEURISSEN LN 9011 RIVER ROCK DR N 1475 MILLS DR 9230 ELLENDALE LN 9061 DEGLER CIR 1511 PEMBROKE PASS 9455 RIVER ROCK DR S 1512 MILLS DR 1525 MILLS DR 9180 DEGLER CIR 9290 RIVER ROCK DR N 1541 CAMDEN RIDGE DR 9031 RIVER ROCK DR N 9061 RIVER ROCK DR N 1510 PEMBROKE PASS 1651.IEURISSEN LN 1481 DEGLER CIR 9101 RIVER ROCK DR N 9054 DEG LER LN 1462 MILLS DR 9476 RIVER ROCK DR S 9074 DEGLER LN 4049 N STARRY PASS CIR 81OO OLD CEDAR AVE S STE 3OO 9451 RIVER ROCK DR S 1501 PEMBROKE PASS 9435 RIVER ROCK DR S 1490 JERSEY WAY 9425 RIVER ROCK DR S CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4836 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4842 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4836 CHANHASSEN, MN 55317-4748 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4812 CHANHASSEN, MN 55317-4812 CHANHASSEN, MN 55317-4780 CHANHASSEN, MN 55317-4745 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4845 CHANHASSEN, MN 55317.4748 CHANHASSEN, MN 55317-4842 CHANHASSEN, MN 55317-4750 CHANHASSEN, MN 55317.4758 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4811 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2701 MESA, AZ 85207-1196 MINNEAPOLIS, MN 55425- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-2304 CHANHASSEN, MN 55317-8622 CHANHASSEN, MN 55317-2304 532 TRACY & SANDY REMINGTON TRUST AGMT OF DONALD M & MARY A KETCHAM TUSHAR BAPAT VAIBHAV PRATAP SHARMA VANSANTHA AYYALU VARA PRASAD KUNTLA VEERA VENKATA SATYA VARUN PARVATANENI VENKATA TOGISETTI WAYNE A WEST WENDY M GALL YI HE ZACHARY JEROME PLEISS ZACHARY NELSON ZHEXIN ZHANG 1531 PEMBROKE PASS 9456 RIVER ROCK DR S 9052 RIVER ROCK DR N 1447 BETHESDA CIR 9062 RIVER ROCK DR N 9042 RIVER ROCK DR 9131 RIVER ROCK DR N 1,2816 TEOPOLD TRL 9454 RIVER ROCK DR S 1445 MILLS DR 9431 RIVER ROCK DR S 1419 BETHESDA CIR 1435 BETHESDA CIR 1455 BETHESDA CIR CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN FRtSCO, TX 75035- CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN CHANHASSEN, MN 55317 -47 48 55317-2304 55377- 55317- 55317- 55317- 55317 -4758 55317- 55377 -4atl 553\7-2304 55317- 55317- 55317 -47 49 533 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Level 7 Development, LLC for Subdivision, Site Plan Review and Easement Vacation. On July 17, 2023, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application by Level 7 Development LLC for preliminary plat subdivision approval for 53 row home lots and two outs lots, as well as site plan review for the proposed rowhome development located generally south of Lyman Blvd and west of Powers Blvd. The Planning Commission conducted a public hearing on the proposed preliminary plat, site plan, and easement vacation which was preceded by published and mailed notices. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development Regional Commercial Avienda, PUDRC. 2. The property is guided by the Land Use Plan for Office/Commercial Mixed Use 3. The legal description of the property is: Outlot D, Avienda 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Planned Unit Development Regional Commercial Avienda (PUDRC) district regulations; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; 534 2 d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage, which are available and being installed with the development. 2) Lack of adequate roads. Access is to an existing, collector public street 3) Lack of adequate sanitary sewer systems, which is available to the development. 4) Lack of adequate off-site public improvements or support systems. 5. Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 535 3 The planning report #2023-10 dated July 12, 2023, prepared by Eric Maass and engineering and water resources report dated July 6, 2023, prepared by Erik Henricksen and Joe Seidl is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the preliminary plat subdivision, site plan and easement vacation subject to the conditions of the planning report. ADOPTED by the Chanhassen Planning Commission this _____ day of _____________, 2023. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its:____________________________________ 536