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CAS-12_2017-12 REZ, SPR, SUB, VAC, & VAR FOR TOWNHOMES (2)(-I- ( IL CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing forToday and Planning for Tomorrow MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: July 24, 2017 SUBJ: Approval of Final Plat, Development Contract and construction plans -Planning Case 2017- 12—West Park Association — Pulte Homes PROPOSED MOTIONS "The Chanhassen City Council grants approval of the final plat for West Park Addition as shown in plans dated received June 30, 2017 subject to the conditions of approval in the staff report; and The Chanhassen City Council grants approval of the development contract for West Park; and The Chanhassen City Council grants approval of the construction plans for West Park." Approval requires a simple majority vote of City Council present. PROPOSAL SUMMARY ,il, Final Plat approval to replat 9.8 Acres into 64 lots and 7 outlots, located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Subject Drive.. The site is zoned Planned Unit Development -Mixed Use Sitem and Single Family Residential. Sewer and water are available to the site. Access to the site will be gained off of Lake F PH 952.227.1100 • www 6chanhassen.mn.US • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 2 of 15 BACKGROUND On July 10, 2017, the Chanhassen City Council adopted the following motion: City Council approves rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential incorporating the design standards. The City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to conditions. The City Council approve variance request #17-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received June 30, 2017 with conditions. The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlet A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." SUBDIVISION "The City Council approves Preliminary Plat for West Park Addition, as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to the following conditions: En&eering 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Finding: Stephanie 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. Finding: Stephanie 3. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. Finding: Stephanie 4. The plan shall show EOF locations and elevation for all basins on site. Finding: Stephanie 5. Top and bottom wall elevations shall be shown on the grading plan. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 3 of 15 Finding: Stephanie 6. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). Finding: Stephanie The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Finding: Stephanie 8. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City-ptief concurrent to recording the vacation. Finding: Stephanie 9. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. Finding: Stephanie 10. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. Finding: Stephanie 11. The private sidewalks constructed within city right-of-way require an encroachment agreement. Finding: Stephanie 12. All private streets will be owned and maintained by a Homeowners Association. Finding: Stephanie 13. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. Finding: Stephanie 14. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. Finding: Stephanie 15. The net SWMP Fee due at the time of final plat of the southern parcel is $17,651.42. Finding: Stephanie Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 4 of 15 16. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. Finding: Stephanie 17. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. Finding: Stephanie 18. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Finding: Stephanie 19. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. Finding: Stephanie 20. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. Finding: Stephanie PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 Finding: This condition still applies 2. (82 units x $3,800 each). Finding: This condition still applies FINAL PLAT The applicant is requesting final plat approval to replat 9.8 Acres into 64 lots and 7 outlots. The 64 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. Outlot G is phase H of this development and will house 18 townhouses. The site is zoned Planned Unit Development -Residential District and is located is Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 5 of 15 located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive. Sewer and water are available to the site. Access to the site will be gained off of Lake Susan Drive and Waters Edge Drive. If h FORMA The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lot has street frontage. Access to the lot is gained from private streets. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 6 of 15 Lot Tabulation There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: North of Lake Susan Drive BLOCK 1: BLOCK 6: BLOCK 11: Lot 1 = 1,885 square feet Lot 1 = 1,833 square feet Lot 1 = 1,833 square feet Lot 2 = 1,740 square feet Lot 2 = 1,692 square feet Lot 2 = 1,692 square feet Lot 3 = 1,740 square feet Lot 3 = 1,692 square feet Lot 3 = 1,692 square feet Lot 4 = 1,740 square feet Lot 4 = 1,833 square feet Lot 4 = 1,833 square feet Lot 5 = 1,740 square feet Lot 6 = 1,885 square feet BLOCK 2: BLOCK 7: BLOCK 12: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot I = 1,833 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 =1,692 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,692 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,833 square feet Lot 5 = 1,740 square feet Lot 5 =1,740 square feet Lot 6 = 1,885 square feet Lot 6 = 1,885 square feet BLOCK 3: BLOCK 8: BLOCK 13: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 3 =1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,885 square feet Lot 5 =1,740 square feet Lot 6 = 1,885 square feet * BLOCK 4: BLOCK 9: OUTLOT A = 25,197 Lot 1 = 1,833 square feet Lot 1 = 1,885 square feet * OUTLOT B = 16,043 Lot 2 = 1,692 square feet Lot 2 = 1,740 square feet * OUTLOT C = 64,245 Lot 3 = 1,692 square feet Lot 3 = 1,740 square feet OUTLOT D = 21,359 Lot 4 = 1,833 square feet Lot 4 = 1,740 square feet * OUTLOT E = 32,477 Lot 5 = 1,885 square feet OUTLOT F = 46,203 ROW = 34,611 TOTAL = 354,265 BLOCK 5: BLOCK 10: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet * 8.13 Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet * OUTLOT A (parking areas and Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet * drive aisles) = 62,639 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet * or 1.438 acres Lot 5 = 1,885 square feet Lot 5 = 1,885 square feet * *unit will not have a sunroom Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 7 of 15 South of Lake Susan Drive Outlot G=2.42 Acres GRADING & DRAINAGE The existing drainage pattern for the southern parcel drains to an existing pond on the south of the parcel, which overflows to a MnDOT culvert. The proposed grading for the southern parcel will direct the stormwater to the existing pond, which is proposed to be converted to an infiltration basin, and will still overflow to the MnDOT culvert. EXISTING —SOUTH PARCEL PROPOSED — SOUTH PARCEL (report continued on next page) Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 8 of 15 The existing drainage pattern for the northern parcel drains to two points. A smaller, northern part of the site drains to Waters Edge Drive and enters the City's stormwater system via catchbasins on the curb line. The majority of the northern parcel drains to a low point on the southeastern edge of the property where it may enter a culvert that carries the water under TH 101. The proposed grading for the northern parcel will direct the majority of the parcel to the proposed stormwater pond where some of the water will be reused for irrigation. A reduced size area will still drain north to Waters Edge Drive and a further reduced area will still drain east to the TH 101 culvert. EXISTING — NORTH PARCEL PROPOSED —NORTH PARCEL The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. The existing togopraphic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. The backyard drainage on Lot 12 shall be revised to a minimum of 2%. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 9 of 15 Draintile is required for all lots where stormwater runoff will flow from the back to the front of the property. Draintile shall be shown on the plans between Blocks 11 and 12. The plan shall show EOF locations and elevation for all basins on site. Erosion Prevention and Sediment Control The proposed development will exceed 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 shall submit the full SWPPP document to the City for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The plans shall identify the areas intended for stockpiling materials on site during construction. RETAINING WALLS The applicant has proposed one four retaining walls on the northern parcel of this subdivision. The retaining wall is located between behind Block 4 and the inteffial tm is approximately 69 65 feet long and 4 2 feet tall. The retaining wall located behind Block 5 is approximately 120 feet long and 2 feet tall. Two walls are proposed at either side of the entrance to the fire pit, each is approximately 3 feet tall and 28 feet long. One retaining wall is proposed on the southern parcel. It is located between Block 2 and the infiltration basin. It is approximately 180 feet long and 3 feet tall. Top and bottom wall elevations shall be shown on the grading plan. This wall shall be owned and maintained by a Homeowners Association (HOA). The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Boulder wags shail no! be WI@F than gi;, feet STREETS The applicant proposes construction of private streets to serve the subdivison. All private streets will be owned and maintained by a Homeowners Association. Stonegate Road will service lots on the southern parcel. It is 20 feet wide, approximately 460 feet long and terminates in a 120-foot hammerhead turnaround. Stonegate Road will share an existing access off Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 10 of 15 Lake Susan Drive with the neighboring apartment building located on Lot 2, Block 2 of the GATEWAY NORTH plat. The existing curb cut on Lake Susan Drive on the west side of the southern parcel shall be removed. West Park Drive will service Blocks 1, 2, 12 and 13 on the northern parcel. It is 20 feet wide, approximately 500 feet long and terminates in a dead end that has been approved by the fire department for proximity to a street intersection for a turnaround. West Park Drive will utilize an existing curb cut off Lake Susan Drive for access. Blue Heron Drive will service Blocks 3 and 11 on the northern parcel. It is 20 feet wide, approximately 360 feet long and connects West Park Drive to Waters Edge Drive. Blue Heron Drive connects to Waters Edge Drive south of the existing curb cut. The applicant proposes to remove the existing curb cut and adjust the City stormwater catch basins on Waters Edge Drive to accommodate the new access location. The intersection sight distance requirements for a 30mph roadway are met by this intersection location per the June 2000 MnDOT Roadway Design Manual. Eagle View Road will service Blocks 4-10 on the northern parcel. It is 20 feet wide, approximately 600 feet long and terminates a 70-foot modified hammerhead turnaround. No parking signage shall be installed at all turnarounds to keep them open for public safety access. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. Street lights shall be installed at the intersections with public streets. This light shall be owned by the City and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & PARKING Staff recommends high -back curb for all parking areas. TRAILS & SIDEWALK The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. All sidewalks internal to the site shall be owned and maintained by the HOA. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). UTILITIES Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 11 of 15 Sanitary Sewer Sanitary sewer service for the subdivision will be provided by connecting to the existing 21" RCP sanitary main line on the west side of the southern parcel and the 8" existing stub on the northern parcel. The applicant proposes 8" PVC sanitary sewer main to be owned and maintained by the City. The minimum sanitary sewer grade that the City will accept is 0.40%, therefore setting the design grade to this minimum is not advisable. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. Sanitary sewer installed at less than 0.40% shall not be accepted by the City and must be reinstalled at the developer's expense. Staff recommends use of 0.50% minimum design grade. Water Main Water service for the subdivision will be provided by connecting to the existing 16" DIP water main line on the west side of the southern parcel and the existing stub on the northern parcel. The applicant shall revise plans to call out the size of proposed water main. The storm sewer/water main crossing near CB MH 702 maybe in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The comments from the Riley -Purgatory -Bluff Creek Watershed District dated May 25, 2017 are attached to this report. The applicant must obtain a permit from RPBCWD prior to grading the site. The plan shall be revised to remove CB 400, as the adjacent upstream catchbasin will replace the one removed with construction of the Blue Heron Drive access. The applicant's engineer shall add a column to the stormwater pipelstructure table to list the velocities of the pipes. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 12 of 15 Stormwater pipe within the development shall be privately owned and maintained. Storm Water Utility Connection Charges These fees show a credit of 50% as the design is proposed to achieve abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The fee and credits for the northern parcel are calculated as shown in the table below. AREA PER ACRE ACRES FEE SURFACE FEE WATER NORTH PARCEL $14 510 8.132 $ 117,995.32 DEVELOPMENT ROW Dedication -$14,510 0.795 $ 11,535.45 FEE 8.132 $ 106 474.38 VOLUME VOLUME % of 1.1" SURFACE WATER for 1.1" REMOVAL VOLUME CREDIT ITEM ABSTRACTION PROVIDED REMOVED CREDIT Reuse 14,677 16,496 112% $ 52 37.19 For the northern parcel, the SWMP Fee is $106,474.38. The SWMP Credit given for meeting the I X' volume abstraction is $52,237.19. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. The fee and credits for the southern parcel are calculated as shown in the table below. SURFACE AREA PER ACRE ACRES FEE WATER FEE DEVELOPMENT SOUTH PARCEL $14 510 2.433 IS 35 302.83 FEE $ 35 02.83 VOLUME VOLUME %of1.1" SURFACE for 1.1" REMOVAL VOLUME WATER ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDIT Infiltration 4,486 5171 115% $ 17,651.42 For the southern parcel, the SWMP Fee is $35,302.83. The SWMP Credit given for meeting the 1.1" volume abstraction is $17,651.42. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the southern parcel is $17,651.42. M.33-o1.Y3 aI *a R Water and sewer partial hook-ups are due at the time of final plat. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 13 of 15 LANDSCAPING TREE PRESERVATION The applicant for the West Park property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.56 ac. or 460,229 SF Baseline canopy coverage 6% or 27,988 SF Minimum canopy coverage required 20% or 91,924 SF Proposed tree preservation 1% or 3,932 SF. The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 20% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 91,924 Less canopy preserved 3,932 Minimum canopy coverage to be replaced 87,992 SF Multiplied by 1.2 105,590 Divided by 1089 =Total number of trees to be planted 97 trees The applicant has proposed a total of 97 overstory trees. The development has buffer yards required along Great Plains Blvd, Lake Susan Drive and abutting the Gateway development. The applicant has provided landscaping along Waters Edge Drive as well. Landscaping Item Required Proposed Bufferyard B — Great Plains 13 Overstory trees 14 Overstory trees Blvd., 661' 19 Understory trees 26 Understory trees 33 Shrubs 42 Shrubs Bufferyard B — Lake Susan 6 overstory trees 3 Overstory trees Drive, North side, 320' 9 understory trees 12 Understory trees 16 shrubs 0 Shrubs Bufferyard B — Lake Susan 3 Overstory trees 5 Overstory trees Drive, South side, 180' 5 Understory trees 4 Understory trees 9 Shrubs 0 Shrubs Bufferyard C — West Park 8 Overstory trees 9 Overstory trees south development, 299' 17 Understory trees 18 Understory trees 26 Shrubs 19 Shrubs Bufferyard B — West Park 2 Overstory trees I Overstory trees south development West Side, 4 Understory trees 3 Understory trees 260' 4 Shrubs 0 Shrubs 70' distance from development homes to ROW outlot, 66' across ROW outlot The applicant has proposed one tree to be planted in each front yard in accordance with city code. In various locations, this planting space is less than 10 feet in width between driveways. In these sites, it is recommended that ornamental trees be used. PARKS Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 14 of 15 This property is conveniently located within the 1/2-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the 1- mile community park service of the new West Park residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. No additional trail construction is being recommended as a condition of this subdivision. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $------- financial security is required to guarantee compliance with the terns of the development contract relating to site grading, the installation of utilities, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $---------- City funds are not needed as part of this private development project. RECOMMENDATION Staff recommends that the City Council adopt the following motions: Subdivision "The City Council approves the final plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills 3d Addition, replatting 8.64 Acres into one lot as shown in plans dated received January 22, 2016, subject to the following conditions: Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 15 of 15 Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $243,200 2. (64 units x $3,800 each). Engineering Conditions: Stephanie Building Official Conditions: 1. Each lot must be provided with separate sewer and water services. Fire Marshall Condition: 2. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. DEVELOPMENT CONTRACT "The City Council approves the development contract for West Park." CONSTRUCTION PLANS "The City Council approves the construction plans dated received June 30, 2017 for West Park subject to the following conditions: ATTACHMENTS 1. Final Plat. 2. Development Contract and Construction Plans. gAplan\2017 planning cases\l7-12 west park - pulte (klingelhutz)\final plat - dc- construction plans.docx WEST PARK KNOW ALL PERSONS BY THESE PRESENTS: That PuHe Homes of Minnesota LLC, a Minnesota limited liability company, owner of the following described property: Part of the Northwest Quarter of the Northwest Quarter of Seaton 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centedine along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an are length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centedine and tangent to last described curve 163.44 feet; thence southwesterly along said centedine along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of 231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centedine along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an am length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112A9 feet to the West line of said Northwest Quarter, thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an am length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter, thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centedine of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. AND Lot 1, Block 1, GATEWAY NORTH, Carver County, Minnesota. AND That Brian A. Kiingelhutz and Lou Ann D. Klingelhutz, husband and wife, and Necon Enterprises, LLC, a Minnesota limited liability company, collectively owner of the following described property: Lot 2, Block 2, GATEWAY NORTH, Carver County, Minnesota. AND Outlot A, GATEWAY NORTH, Carver County, Minnesota. Has caused the same to be surveyed and platted as WEST PARK and does hereby dedicate to the public for public use the public ways, drainage and utility easements, and utility easement as created by this plat. SURVEYORS CERTIFICATE I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnmota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _ day of , 20_ STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on In witness whereof said Pulte Homes of Minnesota LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 CHANHASSEN, MINNESOTA Signed: PuHe Homes of Minnesota LLC Eric Padget, Vice President Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 by Dennis B. Olmstead, a Licensed Land Surveyor. Printed Name Notary Public, County, Minnesota My Commission Expires This plat of WEST PARK was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this complliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Clouncil, City of Chanhassen, Minnesota STATE OF MINNESOTA COUNTY OF By: — Mlayor Clerk This instrument was acknowledged before me on by Eric Padget, Vice President of Pulte Homes of Minnesota LLC, a Minnesota limited liability company, on behalf of the company. Printed Name Notary Public, My Commission Expires County, Minnesota In witness whereof said Brian A. Klingelhutz and Lou Ann D. Klingelhutz, husband and wife, have hereunto set their hands this Signed: Brian A. Klingelhutz Brian A. Klingelhutz, Husband Signed: Lou Ann D. Klingelhutz Lou Ann D.Klingelhutz, Wife day of 20 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Brian A. Klingelhutz and Lou Ann D. Klingelhutz, husband and wife. Printed Name Notary Public, County, Minnesota My Commission Expires In witness whereof said Necon Enterprise, LLC, a Minnesota limited liability company, has caused thiese presents to be signed by its proper officer this STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on Signed: Necon Enterprise, LLC Connie Klingelhutz, President Printed Name Notary Public, day of 20_ by Connie Klingelhutz, President of Necon Enterprise, LLC, a Minnesota limited liability company, on behalf of the company. My Commission Expires County, Minnesota COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 20_ Brian IPraske, County Surveyor By: COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA 1 hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this Laurie Davies, County Audftor/Treasurer By: COUNTY RECORDER, CARVER COUNTY, MINNESOTA I hereby certify that this plat of WEST PARK was filed this By: County Recorder day of day of , 20J at _ o'clock _.M. as Document Number dlay of 20_, and said plat is in ALLIANT ENGINEERING SHEET l OF 3 SHEETS I B6 1_0.3N c R`9 a 9 . N2p 4g(R� a S \a L�u98r41 F�R� ih ^ \a C 4�r)G00 00 01 Z r Q 91 a`13°10 seaC 98 83 08 E \a OUTLOT F S73°37250E rn DRAINAGE AND UTILITY EASEMENT 7.90 OVER ALL OF OUTLOT F S4345'10'E_ �OQ 15.92 �\ 142430� WEST PARK "74. 4__ 85 / j9 d --- NOT TANGENT 19, t o N84°4T°8°E 22.29 __-- 00 \ N2a\dn6 32• p o \�\%, a Ro a Of- y 1 F a 24 00 o -\ �893165 \ NS N24 \d 5O $ N c-9 r cn 53'12" 32 E 7 d.SO N \ 2 -` m .AyV� Nn a F\ ,11 i N Nis 1, �a 653r, �4 36083 a Nn N2�\O5° 7 $ ? ¢ I 4 pZE N 2 \\a D/ co 70. • •i ° I No 29 n \�a % N384 a O� >r$R=985.00$ 5 7450 2"E $ No s�\ A 0.3Nv, SO --L=29.15 3 v 6, b n r N° r $ A=1 °41'44' G -� Nn 'L9 \ W�_V\ Skill 4 Ab' N N °'-� Wp $ S 1"•`'° 6 $ •$ 'I -� `� o Nr ns r N 25 1° $ 5...\ OP 2 A I I n , ,r < , < r - -I - I / r - n I I n , <� < , / p ,' \\ 6'ow >r N 650 " `m OBE N r\r /I/ / i / r r r-- 1 h-r r- r\1 I/I/ r i / i41 -� ' (S .$ $ � to r Nn _M 0, I v v v I/ - t , i I I I l _ I v v v I/ - f N31 °58'07'E 16.00 \ 1 R=119.00 I II \` R=103.00 L=35.69 L=27.70 A=17°11'02'-,\ _--A=15'24!30' C.Brg=N65°49'15'W C.Brg=N49°24W W C.=35.56 C.=27.62 OUTLOT C __N16°23'230E 16.00 '3 �s ---- OUTA A= L=21.41 \\`\ R=103.00 A=11°54'42"--- �_ L=27.84 OUTLOT D -=-- 'A=15°29'18" C.Brg=N8201954'W Z�- C.=27.76 5 o s 4. oo i N2Q,0$ \, .`� 1 , _S63°53'17WV , , r- - _ /- - , , , �, ,yroY°` \� °_-' p a G DETAIL O \\ $ 96 N 5° \\% 28.94 I R = 40 \ to N 6 650 i^ S67°30'58'W 7 I\ / 21.33 \ $ 290� \\ -I- <' .. ,mod SO `�6' \\ O ' S� 50 v i <a'O o S22°29'02°E_ 1 S10°21,0-re 19.67 -' N 1 a° c' i �' �-� ozm w \� N22°04i7� \ CI y , 5 0 9a F o0 j I �j T << 2sj nW,N UTLOTC s,� Q Z N y\ 10,21'p7"W 76•50 rn \ 'a �9 v w o 1'07"E DRAINAGE AND UTILITY EASEMENT 1as SO 2 \ ti, ,<� \ p \I r - 0 10°'2 Y �P° \ •,,7\ .0 , N 1 bo In N r W N oo S N OVER ALL OF OUTLOT C �` " NiW21,07"N �>� woo , �4, z S08°04'30'W--. aAl a�a <3IZ Py�r /'\ 8 38 \N 76. 'J o o S110° E 15.23 y'` �O,O 9 0 4, ph I 0.3N ,' l 1 n 50 a N Q '0 21'07" \ p, O '\ '00 • , Z/ \\ N 2 g `� Z cn 76 `60 b s O 87� a O 2 ' 525 / 3oE VARIES y� O $ N1O 6.5 Na -30- o ;510°21'OT� o ro 26� Z90i2Bi �� <'v 9a 16 3 ,"p7 �p� _ O W- Bi S ;Z7 N N n 3 $ crD In 76.50 g o {.9'2a00 S �Ccb,, O10� YBIe ya° ^6h I c�@po> . NIO°21'07"V'1 m�No N 2 --S79°38'53'W c1�.S\ .I, ¢s,�P jSs `'g 2 ,tah S�Si - < ` ' 76.5o a w $ A 21'O7"E / 7.95 a; dJ �Ai 1 o c\` 00c,- I O g O Sw N 11 a+\ ,�,C, �S (9, 00 �j 5a 6� z N 4 o 7650 rn \ '�y "So SF ' 00,�.0 7 �00 2 ^ 1 "ei, p5Q0 ` e�2 ~ N o F00 I ah� �%Oq NS O(l_ N. 8 00 , 1/ 11 rn .� 50 A O Z m / �' rs iS tZb ? I, '!' �a �,\ oQ > 5 $ � m Z \ S,T21'07 F- 76.50 ,\ 2{,a0 6`FoiS3 p=17.0° ,SjS 00 P��\. OF ah� Py m y 33 a N10°21'O7"W wo w (moo° 1 E 74.50 Se ,�a• \ L=26.7 F OF, W �I s1o21'07" \ 29� 4 .� F �� 30 90°0 ° PEER ya 6 v 16.50 w m •N I \ , �A 00 OBE \ p'� ° 00° yi5` RP\ 0 a 6 g I m m, I g 6'cS0 is 2a0O �2a. {O°' OPS P \ , 0 ya W n� 1 m 4 G 5 0� 0� `: I\ a �_ oo -- z 50 3' z e 5 _ ah \ j \ i ➢ z ` N 21'07 vI 76. ; r b $ S 2107E v 8 a a p�? aka J \v v\ 60 as \ oo o+ ..� 10° ao � f� +: '( ni 74.50 p $; 7 a Q O 1> a 1 u d P I m �] > Z a b (n F' �" PS\ \, Rh ^ h 00 7Sc . _ _ °� O� 3 L 1 J z ,� 3 • O` gv E P a v ap 4 ah F "' 5° n I < \ oa� -I- I I m 7"W 72. ° '� o r \ T 21'0 m 1'OT' 2 i; \� e� i g� T'd 41 - -°° b tP S10°2 �; P\ Q a+� 1 00 Z o� C r v i5i ,'16• I N 1 N $ ,. R "`� ti 3 6!(!. g7 SOB°2U39"W 74.50 a o :' i�; ,' 0 a1a5 �00 v�i i �y P a,�a /-_29.62 `'sr oo (% y° > G°_ 0 10°21' m� 2"r a a• Q �S ga 6• 6' \ ,r,0 s S8-18-15V \ c� 1 2sS\ $ i o 3 2 1 'o \ I 82 m W 12.0 a g o S10°21,07"E �A' / u ; \ G `t>? ~ Wi F� �'y 2 `C1'`l 0 _ j \ ' ; (fl N �� lv 19.67 $ W I,. >; -� 0.3N 2 O m -330- 74.50 m i y'�Q �/� /'� aa y0 o0 ,�C' y0 �• 1,p7"W c��njj ,/ O(v N41 °41'45"W- i �p '1a 3 L=7.04 O (D O Nib N Z N I I / 12.58 \. "A c� aTl B 6' ,y T rn < e r ay �S, JS c°y 1 '1 A=1°36'50" 2 O IL 1 J ' �; W „ 1 m 72.50 ^ A b 7"E 74.50 78 00 a": I �> 00 y6 a !o w N VU $ 'Np '\\ o g10°21'0 I� _ rS p'` ay° 4 j� INS- a h o 6, '� \ , o_ a 9 \\ L=43.50 ZG ?n 1 a� ` °�Sy r< i I . .\ K a n �� tad a09 SBw�n �� \\\ '��, �, U'\ T N00°01'33'1N NO3°22'04°E \__A= 3.50 ' .�1, o N1o°21,p7"W $ \� W�, S89°58'27°W__ 46.50 19.72- �Oo 00 1 c�6, �i �_ >. \ 6' $' \ `, ro � 1 J ' �_, \ a 72.50 p p �\, op 19.67 C.Brg=N65°03'34°W '$ c�.�y4 1p� '00 Sy' ; �� 29• 2° O \\ (p O 'h \ // b o 9° d� C.=42.30 \ $ o ! 4�, 46.67 i- S12°40'52"W_ A6, ,� eS\ ve d, 3fi 9 2� O \ \\ O N 4 o N00°01'33'W �` a 5 87°33' 9 O L 1 J r,, m n y 260 23.69 \ 00 \� +��` c'° �S" Rx \ 1g3 \J y° pb \ Z • , r- igs 7"VJ O 43.48 a 1 m °_ ., 47.00 L=7 S5` �• -4 W /s' N10°21'0 30 R=77.00 I '�; a'` ca \\ 33 72.50 N 4� d, / S00°01'33'E 74.50 A a5 3 ° rn >g° L=26.70 3 -30- 1 0 0 1 ` R _S70°15'50"E 1 2 y2 CD O 5 0 4p'26^ I A=90°00'00' ` v ro q �. a aoO 'g 1 19.33 . 090 r j i Ln n� N w , AC�r - F� '1 2 $ II S89°02'54°W N00°Ot'33'W 70.76 1 S00°01'33'E \ \ 0 m z - \ $ 2,50 \ - S00°01'33°E 124.00 -�� q 74.50 \ 00 R``bp I j i 19.34 R4�90/ m W r 1, 10 21'07' ,p __ " ao g ti �a 1a' 26' \ I 1` v \ I\ \ w 7 } S48°18'15"W I ', h , # p \ M • , N 26.00 24.00 24.00 24.00 26.00 0 0 3 g 16.42 3 \ 1 \ L 1 J < 9 S30°52'02°W _/ `6 o N N W c°F p','� I 1 'S1 W A \ w - J 'J3 \�. \\ m -- o N $ SOO°01'33'E o W 11 1 �j9- oo a� y0 i 1 gyp, p\ f \\ a o \, 11 0 m� 19.35 m rn W W w �s a`` a 0 1 \\ cS\ w \ y �'mm� N „� O w o 74.50 w Q o 2 ?y \� '1 4 a? I R=77.00 Ci \\ c0 O .P \ �p O1 Ll- ��W OUTLOT F22� W N II sk W 2�A�I , r�1 1 \\zw�.� N _ P N W N N 2 N I� I� ~ O ti N 'V� as I J" \\ L=49.8t O -� 'O \\ P 1 N u`on 2 N ,gi 3 N uoi 4 N Ili 5 m m S00°01'33'E 1O O a', , 2(}'t A=37°03'S0' �+ ° p O O _ \ CJ C.Br S20'4326"E •O 0% -4 \ °umi Imn ^ N^ I°mn ^ N oo m m ti 4 O o O o a{ I .r� o ii R=96.33 C.= 8.95 O --- m m Z 74.50 z 0 0 O W p W c�S a I 9 Uy -NOT TANGENT of m ro m ro z o o , J 2 co I EGG 1 --- �-----100------- m rn m rn rn o 1 ;,I co e \ L=37.45 I I N N I Q Q �. Z= z� , S2 A=22°16'26" `�' o sB s N89°5336 E '�•'° 9�9 1 S00°01'33"E 74.50 ' �W j Q <, �/ I R=77.00 C.Brg=S9°11'38'W �� "\(J m 1 14.02-^11 P sr 26.00 24.00 24.00 24.00 26.00 o O w / 1 L=37.39 6 0 0. r NOT TANGENT --'� .e�' O\`S•s0 \ i Q O N Z's b / �.0, oh \\-- C.=37.21 0� - -- g 9 7° ! S00°01'33'E 124.00 \ c�___S57°56'00"E ? I $ / A=27°4925' j419 6Z _ • 0. 3N i N89°53'36"E \E S O @ S49°3933"W \ I / Q O i ,' `'� `� C.Br S34°23n2'W 92' �----- �� PR Q�8 9 p bq 42g --- NOT TANGENNT ----� I , 27.29 \ 'Z/ _ g 13.88 159.80 22.97 \ 30.00 / 171.03 a i C.-37.03 1 �S°^9r3°(1, SOO°01'33"E 360.83 REBAR S00001'33"E 93.34 I\ N0000I'33°W 100.00 SANDSTONE MONUMENT AT 1 I �\ VICINITY MAP SECTION 24, T. 116, R. 23 k:s L 212 0 _SITE N10\O 1RNNN NW 1/4 NE I/4 SW 1/4 SE 1/4 NOT TO SCALE THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SEC. 24, T. 116, R. 23, IS ASSUMED TO HAVE A BEARING OF S89°19'43"E, ALSO CARVER COUNTY NAD83 (1986). Denotes 1/2 inch iron pipe monument found marked as shown o Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown ® Denotes Mag Nail Set 84 O Denotes MNDot monument found (R) Per Record Documents o Denotes access control to MNDot [ALL OF THE DRAINAGE AND UTILITY EASEMENTS EMBRACED WITHIN LOT 1, BLOCK I, GATEWAY NORTH, AS DEDICATED ON THE RECORDED PLAT THEREOF, DOC. NO. 451279, CARVER COUNTY, MINNESOTA, HAVE BEEN VACATED PER DOC. NO. Z-- -- NW COR. OF THE NW QUARTER 1 SEC. 24, r.ns. R.23 i I °i WEST L/NE OF THE NW QUARTER OF SEC. 24 m WATERS EDGE DR/VE 1 ' " _ S89°1943E \\ ��`- o I I >� N89 53 36'E '� Scale In feet I --AND CENTERLINE OF FORMER S.H. NO. /0/ �`� ;,;,',", ; ;_r_ 33.00 ,, _ ,�;;;; ;,_ i ,' 33.00 I f ---NOT TANGENT \ , , ,-. / , .. ,.., , , , / - --_- -- -- 0 40 80 120 \ R=127.60 S00001'33"E362.74 -- -- --�--� -- ---�-- INCH FEET I = 40 L=116.49 - --S00°Dl'33"E 9/5.09-- - 8'23"--' ? -- � ,"I ;"\; �_ � C.Brg=S33°34'3T'W -, S33034 I C.=112.49 60 [NOT TANGENT / /, I I n K I I I n < ,- r- A / ,I -I- n F l r, I -I- I/\ n I MEASURED] I - - _ _ _ I �, :, ., I / \ 1 V I / \ L_ V L_ L_ �, ., , \ L/ L. ., V I ALLIANT I I ENGINEERING SHEET 2 OF 3 SHEETS i � o �\ o Z w p cn w ,c m n� w ,1 0 co cr N 6 W C --100------- M89053'36"E _ 14.02 i N89053'36"E 13.88 �ffol. r i I\ N89 05336 "E 33.00 I � / WEST PARK 0 f41890 .3N i' • S^ o l \� CP ' ^r v to L_ % T (P '-' - \ • m y- \a�� /17 `L vw 17 0 I` POND / S89 °33'48 °E _ s00°01'29 "'E 94.29 L_ _ _ _ - - _ 500'0/'29"E 33720 _ _ 10.00 - �\ UTILITY EASEMENT 1 ---------------- �_ T / 4=3046'07" \ -: -UTILITY EASEMENT-===_ --- S00°01'33"E 134.66 Jf41890 ___S89033'51"E N00001'33"W 306.19 30.00 i #19552 OUTLOT G -- -r I I r- rl 11 rl rl I I , r- 'j60 <♦ I I n n I I n I I E- 1 I I I 1 I I L_ L_ \/ k -WEST LINE OF THE NW 00ARTER \ OF SEC. 24 L=19.90 4=0°14'39" _\B37 0.3N V— - VICINITY MAP SECTION 24, T. 116, R. 23 L 212 0 _SITE T N1G N NW I/4 NE 1/4 SW 1/4 SE 1/4 NOT TO SCALE THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SEC. 24, T. 116, R. 23, IS ASSUMED TO HAVE A BEARING OF S89°19'43"E, ALSO CARVER COUNTYNAD83 (1986). Denotes 1/2 inch iron pipe monument found marked as shown 0 Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown ® Denotes Mag Nail Set B4 O Denotes MNDot monument found (R) Per Record Documents o-- Denotes access control to MNDot [ALL OF THE DRAINAGE AND UTILITY EASEMENTS EMBRACED WITHIN LOT 2, BLOCK 2, AND OUTLOT A, GATEWAY NORTH, AS DEDICATED ON THE RECORDED PLAT THEREOF, CARVER COUNTY, MINNESOTA, RECORDED AS DOC. NO. 451279, HAVE BEEN VACATED PER DOC. NO. J L \\ r\ r\ /n\ r\ < F( I 1 I I I I I I I I I I\ I / I \ L/ / \ L/ L/ I I I t/ I V / Scale in feet 0 40 80 120 1 INCH = 40 FEET ALLIANT ENGINEERING SHEET 3 OF 3 SHEETS rla+--s�-.1 3$i^ +[�LGI irf�j I W11\ 0 _ b 1 Y r \y J 4 VIEW OF BLOCK 10 FROM WATE WEST PARK CHANHASSEN, MINNESOTA ALLIANT 6-IW7 4 Wl JAVW WEST PARK CHANHASSEN, MINNESOTA % YIi dtmI I, mar i ,o .1.n SHEETINDEX NO. 1 2-] a5 6 ]$ AIO DETAH 9 11 2 PROFILES 13-15 S 48 18 19 2 21 22 LANDSCAPE DETAILS 23 DEVELOPER PULTEHDMES 75M OFFICE MUCH CIRCLE SURE 325 EDEN PRAIRIE, MN 55W PH: 952ABB-8224 CONTACT: PAM HEUER P.M: Pwl.ilwm@NlluDm".rom CONSULTANT ALLIANT ENGMEERING. INC 233 PARK AVENUE SOVI'H SUM ]00 MINNEAPOLIS, MN 55415 PH: 612-75F5080 PX: 612-058-3M I WreTIk I01'2DI7 MARK RAUSCH LICENSE. NO. 4N80 EM: mnuwM1@alliem-im.<om SURVEYOR DENNIS B.OLMSTEAD LICENSE NO. IM25 y EM: daimNntl@slliwl-iw.c4m LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 2622E FM: mlmn !K@alhamtAmc.om ."j r y OY uHANHAS:;ILI' RECEIVED MAY 18 2017 C4NHASSENPLANNINC �0 A2/v. 0 ALLIANT ,3P"A.S 9M1J. MFdwolle, MN SSNS fl12158 M0 uw MR258.5W9 .... ...w.wMm.in<.00m Q f 1 . 1 .(23 ia!I-k7 r �n��:ra•ez— MICr _, = Llrffs.' Cal'x G:3 O mr era 0 * JL �1 0 ALLIANT ID6 M1MP.e861.� Olt. MN5%16 uar66'M ...� n AIa 4 ... alWn�.c.mm 2 .. 2 of 23 .yrp vomra— :Y III 0W® 41.1 R"53_ { k.__ c'. T MINA Zy.SCJfL��Z.1Ys CiCLC 7 ft WIC, • is6nfYa2.3" 'd1Ab ASW,ffi(SY J n.vpn. n. W�O�CT NAME u. nor .YaY. qr. B ALLIIAANT MM1 .B.,.= MW MW.MNW's vtx� — .WYM.Irc.mn 3 3 023 .�m6EE—�EEr Z� W.... ...... ._,. LEGAL DESCRIPTION VICINITY MAP narmscvA �;-.. Je i, Laze Susory' iC,. rr.a�r�. �wr_r_Iran Mar�.,•n4•]re•uvrnv. _.a. ►.a+n �wwrs wer'"�amier�w�uw°T•. w••+r .uw wnwarmrw.arwWM� w�. M�w[oiwte.�•iYx•� LEGEND ®v�.��:.-rozvrasx BEARING ROTATION DETAIL- No] 1G. ,.m 99 Puk Ave 8.8b 3T �•uNi_•aYwaei,.ii M•_waw._a�._•a MMwgxYb.MN eN18 O B1Y ]e6.'Y9J ww' �••�• � ALLIANT M,.�.Noenunnaom �„ EXISTING CONDITIONS SURVEY PULTE HOMES OF MINNESOTA ml GREAT PMNSI AVOW♦mi LANE SVSRN GRhF CXPNWS9EN. MN,W1] mm I0. �'" ue E RIVE` - 8 ,� • i �'• tf c_ \ pp ', _ .. ,p�•,W v _. •- - sae_ / BEARING ROTATION DUAL -Maroecar , b�I ------ • . •�..� _ i ;,.e- W _ LEGEND ------------ r I'I ,w NN• t bYlly,. Y ' _u/ - av n. b5wmu sa,e., ew e p' i% / i Q Tsv nrxo ee sNSMl I l.. WrI 4-4m ._, : f, Y' /Jl\ Y's✓°Y°�> � Fa n1R,se.3moM�.ss' r _,!!__ '., W°""^• ALLIANT xw,..,dMmap°Wm s y ° EXISTING CONDITIONS SURVEY • 2 I ° ve w M° PULTE HOMES OF MINNESOTA LI ,,SEE SHEET OF I N ® w wee uT op a eivo. omoxn LAKE SIISA. t Ti.-- w.. "^°^ cnwpwusu. Mx sss�r � — r Wznxc nux — —mul oosm_w' __ WATERS EDGE DRIVE ``RSOXO 9NN1W91XI1 STATE HIGHWAY 101 1 / APPLE TREE LANE \ \ I \ I \ \ fF T, 1 � I o ) l m W � 1 1 0 II m SITE PLAN DATA (NORTH PARCEL): �x�zox��a..awu.m �7:1C w - wn «vm.XXMmmoow o.Xc, Pllo.o.m Lwo�M � xo cxwun.0 .oA., ALLIANT IT zzn Xa,w nre s• sX soo XlMIA �xmnmm.vn MmC, Mlmyepolle. MN 5X,5 2]50.] ru XMl.lx xwc^a �' x elllenl-inc mm vet vr�i awe IS mlvp - u ux. 1'u'-�.' nuX4I SITE PLAN NOTES: IF — .Maa, nil. .. o...,., IT ptttx n..N o n. nw ,wqr mX m[ [ cux¢�a J U w O IT I _ Y = Ix.:rox X �x.pxM x-wa6�xX»,x x��.r�X,rMr.alev � Pj a o, W iz P 3 u Ii N .mry na �i ..n Wum .flNxC4Wll.lml TYPICAL MAD SECTION IYC' & j) cox.^xrt ®_ PAVEME SEECTONSvW 6 0 6 of 23 GRADING LEGEND: 0= z m suE x Rr GRADING NOTES • tea:. ww Q..o.o o...a ..xa, ... - -.- Ah n uM ,/f 46 ALL IA NT x]'I An Avg 8. B41o0 Mln�wµJ4,MN ON18 BIR,RR.W- D w nwx.WlvNAw.rom 2 W Z 5 a W k = m m o = v, 3 3 OM :.Nir➢F."""uam.w 7 7 0123 0= z m suE x Rr GRADING NOTES • tea:. ww Q..o.o o...a ..xa, ... - -.- Ah n uM ,/f 46 ALL IA NT x]'I An Avg 8. B41o0 Mln�wµJ4,MN ON18 BIR,RR.W- D w nwx.WlvNAw.rom 2 W Z 5 a W k = m m o = v, 3 3 OM :.Nir➢F."""uam.w 7 7 0123 GRADING LEGEND FIIT33=rFF-- Yn� rmm aelwe � e�mlm s uwa y dam, wpm. Ilounxr, • • — .II4K0d ¢.M Y9va PeO.Gm e101014em. — RJpd WMM MY01M1 V[ /� �4w AIm IWx Wrten y ALLIANT P]� Park A,. S. S. 800 Mlnneepolb, MN 15 e12.M,30M .� 612]SB,90Bd w mw.eIIWNInc.Nm s ouwn uwuxc[/coxlwl Ou[ urt rxmcn rta oar 8 n 8 0f 23 a W eo c® LEGEND: Inrrve ewes' 0 ALL IANT R]B Puk A„. S, fle 3W Mlnneepollf, MN 55014 B1R.]]B J]BC uw 91 L.]6B.iA8 ru 0 O z 5 a J 0 6 Z U G T. O m N z M z z 1/1 Q a S g O F 2 W i z O NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: J. 1 s nnwnM:, n�'a'.`n".°'o ��:8'awwo nw.,wnnw m„M�,nno'7So smPv*�n ovum umwuc/mnw wm,onir na.e,wiw n rK war „n vn <wn.[w w w..m. sa..acnm M. r..nnn n M wn wur SWPPP SNIP QUANTITIES (PER PLAN): EROSIONCONTROL A __- — RESPONSIBLE PAIM: - DND m,e] n�arz Re E wMw•Y• vurz x ,s � wnc[ nWF n L u2 ]]S m w/ CO PLu,S „Ie,Etr iCyl Mry Wi u il•. Ym/sW n45r rn.lowa uE.1 e..c Cwp O X6<I(0 : ar ME Cw.06][ CP'M.1CiG CCMKf dP. eASN n]•YN]]] vem NOTE a [an-w,wr om 9 al 23 MnyM m¢ wai awl I „m[a�n wmu um ww.' was m C,yu mps.pN qC ion mmmcm�mra , ,nw GwWi nFF _ nv -wj, On fl.W4 wo :wr'.E un ' ...nAI .. wNmrnr.E w 11 A- :yIDTMMH.iWO ,p %p1E W iQi LEGEND APPLE TREE LANE --------- mnmsla un vn ewrvl ��•��ev Viea lea pan warvl I ❑ Mllnmu DND � i .o� o.nea. Dews i - I A ALL CANT P]3 Puk Fve 6. S�e]pp Mlmaapolb,MN 551�5 21.0 ]pBiOB] w 81 .ib9.w rmvv/IIIenHnt.cdn �4«Y r1m. m .k r ]rit wVunp 4'. I � � I consmucnoN I xcce EROSION CONTROL GENERAL NOTES: w er��`Iw w.a ne. mr. mnn..�n. m wo ru umm'ml�. mrrmnrmm�nxmarm mr �ua..r mra.o EROSION CONTROL SCHEDULE: SEDIMENTCONTROLPRACTICES��... FINAL STABILIZATION: °'"mwv � wi r rml.n •id ev �, L>�[IIIM�[N�rPuxY'� dI01Y + y*EEL#CGy3o E !CG 33 so�rxr m.P EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM R I noovo caxma ra+ ors (rro.) ornw.. same aesw °o �.�im`"L,nOis�nn m: ova n.•w ma�vna. wao POLLUTION PREVENTION MANAGEMENT MEASURES: sY•� mannun `1 x" �WPvm.mn R -M Mn. :z px ram i mr eov somar rxxr ea>r. pu% ALL I ANT MinnnnMi'PovAve S,@e polle, MN fiN 15 15 Blt )SB ]Lb0 wn filt.)SB 9(NB nn LEGEND � I \ I IUTILITY NOTES: 1. omno M[InG m.[a LwnaNS.xo vr+. SNN[ NwL II £ N Sm xnn m �un'nvwx. 1 _.N 9 I N. 1Y /u 1. ryo N wN m FIN, � I (p1 i nrnr II cwmurnox oQ an'[a 1 OFF IPF U WAN NE ROW Wky V M M[ 1 LM an oi'wxnwiumxININ m WE NW IN W auI riavwlinl�wcrw�mnx�mnxmu Win« wa xw rtvvrtM 1 1 wMOMt M'WIMP WIAI[ 1 n/xmw x-i[.a w1w, u[q xnN my[p[, III 1 \ {nTw-1-N- .yf JO 1 smr.[iruu 1\ \\ L JY IP/IIieMp NI —1m. 111 w0 N.F. a N.. r iwuM arLL R a ..�i""Ww P \ \ \ STORM SEWER NOTES: P \ IINW, WG Ipxf MVL II �ML'NL ,WWWIrt vY \�'aplw4 mx u Haunt exKw m M[ WNWFF a. mr N N ¢x[ wmcx on �wxl3nNF sw.wntw is un MINOR .rt orvr:"uu a xouxs mm—IF W wr f. 1MM5[ 1L1M.w manic cnIF 6W W [5 1`={ii�m— FN.._ N.—N 46 ALL T MW Pr!$, Saw 612MO e, MN SN1s 812.M.M r B12 WAI w ....Mu[m�me.mm 12 m 12 0/ 23 SERVICE TABLE tiWWu1MWWM M.W x+n •9.em a xa m 1w mua w mr WEST PARK DRIVE 950 950 940 940 930 930 manrn vwro - nMaram aM NE 920 rPx i> .1..9zaa 920 I¢a 1 799e <xcl v m ean9. <pwE11 T x ixv w..eee.rx ls� xvw (sXl i11 xa.mi.]f laq 910 910 Golan �J r amd aaml 900 Mo _ 900 uX a rw A x�Ma RXuux m x 9 0PWRY XxiY NP11GL mu N e ].9aa a roinw mw smm 890 O`AM (no 890 w�nAn ,xe 1 ivr� ni «I m.e]� - Fez a; iai me ]s 880 yk6 880 S� iy 870 GA 870 0. Iw ,.. m T.T. .... ,.w w NOTES x"O1m�mw°�rv. mn/Mm.YM wMmrcx. MI6 Y M[YImIV BLUE HERON DRIVE ,.m 2.. A.m ALL I ANT R]] Yerx Avo 5.9m ]OJ M,T y .,MN BM�a 011.1ee.YN xw e1s]ee.M W nwx.aai.nl�M.wm N O Q a z z z z IM a z f w J U r< O LL IM Z N w - g d d a z li N Y�iX n ouunr 4mWIc4Caxlaol newe rMY mX 13 9m 13 Pt 23 i NOTES SERVICE TABLE rnraie.nww.w.r a'xo:e nea . .0 c �rrv�mei.r caemor. LLB• .gym ra ass r�>a a a iQ un.e T vm NO ""� K1K r4vajm" I 950 950 940 940 930 derlre Oh'elru 930 MR 7 aw aw awE wvw M w°.0 (s� Fviw. e* ixez 1° 910 920 ux ixvY wv w.T (c �e) wv w..wz. �M Ixv wT:wo-ea wv ix:aova pe ___ ______ ______ Ixv 910 910 iem sw a m• m 900 We eev' .r a .w 900 xe m r r� vaa.4 m�5 aowx � sow°v eo.iw zox vaowe 890 1 890 9 aso g$9 aea 3+ 870 FF 870 y b� SF eb 950 940 930 920 910 900 890 880 W /MCONNECTION �ClGTij�i'! �E�CCCR �CECC� �C�mcm®� =L'E® Q0 sic ME=� mc =CM= mou�lmon� vwwwp.eeorp� 990 94G 530 a If[ 920 910 900 890 seo P ALLIANT I YiA eerM Rve SNSs'.1�J0 IMepole. MN YA15 [12T+9..g80 . niem-Inc wm 14 14 al 23 �.O\0 F 010. h oO, ------------ _sa:�om©®mmmo©m �T'.8'I�00mmmm0®m �{�omo®mmmomm ® ��. mmmommmmo©m omo�mmmo©m a�®ommmmoom �m®ommmmoom �'as�mmommmmo®m �m®o®mmmo©m �a�mmommmmo©m �a�omgoqmmmmpop©m -x��000®mcnm�� x�oQir�mmmmo©m �,'�aomomr..vmrs..00m omo�s�ca ru��ao��omm W. NOTES: °mu OM xe lm� r .r nay PL m�rea�me�`m°O1a�w v�aroc �sw. R -vf mw la"� uo m�vs..o :m..•nas ALLIANT OCS 501 (Nuts) zv Nunn s, s. zm Mlnlyepol MNN 1! • .m rn pl"1"'I 9127oB8 O wx 81nn..�<rom ��. ao veudme¢ {60`.. w.vv�eeawT� S f a N STORMWATER REUSE IRRIGATION SYSTEM DETAIL rn ....... �Laa�a Iww.—o..w�..a m ww ►a l.hN - _ g 15 w" 15 of 23 LAKE EUE WEST PARK DRIVE aW .W ].W I.. ..W ..M ..CO N I 6� 4 �e ALLIANT �- --e` n.a'.sn aoo • 0 ....MN 5X15 . + ... 8z 50M 7612 9�z.sexm ..,.a �. 'n. Y wvw..IlWl.nc. vem I\ rt� me � b e I I 'ry � • b //1 BLUE HERON DRIVE arll n lna e»»ioa r. nxe mn p 950 •.ww v. aiux.ww rn... 950 Z . nx i[n ? 6 w v I s I p s I Y z f 5 940 _y .y 940 � � a �y d pw � L snrw aaro •� 93G A'. IrII 930 `f Z N •~� a.wx F 920 I 920 ...m. .� w --- 910 -- 910 auunr ..anuxu/091n•o. 900 900 --- I I I 890 890 � 890 f3 880 5 •MR.f'1RW yl/ yE H]O Q cz c iB aoo I.m »oo I.W ..m «n 190123 8 8 8 a 8 8 8 m m i by aa 8 `d $ " R ei g •e3f�i WEST PARK 4. cxumwsc . MINMMTA FINAL PLAT SUBMITTAL STREET PLAN AND PROFILES gvsC � a N H -' £ _ .i 1� ,r, � _ . ,a: � � .-„- • . 4�t �:� .of: �1 �t♦ � \.' 1� i ♦ = }yam � t� i 4 [� � fi mo � � dA'�b � � , m . ..-. 1\1I �� l �t [ �., �a-, _ �_ i a` � � n ss �'�,. 4 �' � ♦ tt . F ..,� L a � , i�. ap � � 'l.A � A 4�• ' 1 ?� 1 ' \ �� e� � .' -_-- ' � � w / _ — _ — - / APPLE TREE LANE w �.T LEGEND 5wma ra ro Pmex X 5mmora roEP wl, i, ALL I ANT 29 Porh Ave 5. 5t, MMepolq, MN %C15 etzPse.weo ... ea.mzwec ... ....wwuoo.om Iue1T AW4XR/wMIW IM14T 1LW MI1 u 20 20 0 23 WATERS EDGE DRIVE_ _ '•' mom.. HIHHF' pTA OFl T. pF Pi At WO 'ItNVS. F, (FWAI' 0� o x w x x® t npi STATE HIGHWAY 101 n•^+- ALL�A NT Ml i xA s. sm "' pnl MN65a15 t5 2.15U.R90 w i ➢.158.3GW � a � o wE w G u.tlry YW.IYE[/COMIMI gwca ruu ar. 21 b 21 of 23 LANDSCAPE SCHEDULE �1 it � W.WJr,Wq••W AI LLI 0[ O ewu.cJ�e.nnlq.00.Y•.r ,«IYBA.n'w iui,,.,x. Y•.<.. xwi0x nx. N—E. Iu�wnY..•.,,. Y Y Vtl.W • 0 Vtl.W Y r •�•+wY,W.uMWiur.J artl.w u�.w,.wrver i M NW{/Wnsiw Vtl.W xu,YxTMIk... Y Y X."AMARiw Mw M\ a.nl.nAA"_ . Yw •• 4aMnyw/bO,eFe4 M•Pw Y\ 4w M/risOrYne YW III TA RNMANN w .. ENNA W.,. n..x./rM,.....a xll q,wWm/gF�pmiJr VnwYY VJW ,w. III Ar wiw«q�.Js/uraunx NW Mn r is ,:1"R..wnMmmxw tl Y I. rw,fM+/iOMYe�JMru.n.n' Y'.�a wfr�w.. n.rXY a a u Mrnn•IBJn,nw.xrvur rrw WAMNA. YMa O i Y YruwrH.v/I.Nwn.wvunYM i.WRIIN— MB.Iua....Yl.. ,� .. RIN"NA,.,/M..,,..ono., rY..... .�.wJ W u..id.�..•.. .Mn.on.Yl Mxn« "N"N Re I W on'+M1I.,�mm nioJ IM.— NERREM x.wwnns NATERA9YEnI.FLf unwurmae OR rpu+wrox auxpxnr IN n.w WIT SEEDING NOTES: "xu N%aami. ®a ax Wxa NEI uvx®F wNn nw . ryo uvnnm O sw0x�a on rinm m xmmv. ui inimNA OMEARILLEARM.. LARMILEENT ®MA ALL ARM, A.I. LANDSCAPE REQUIREMENTS: Ff x. Isuree..�.c,rWm NVERANTERIF /1 PILLM MONUMENT AND LANDSCAPE PLAN n FIRE PIT AND LIMESTONE OUTCROPPING EXAMPLES Phulte 10 ALL I ANT ''.li PMA ARM $, Sle'JW MInnOBpollO, MN 59g15 fi1P.i5S. ]090 wix 61 R.MB.O]GBB ru nmr. I MInp.Mm a W 0 0 a w O yzMA Q J W 2m s RE w N yJ CI 3 If wt MEN pI— u:uuxcl/c.., ., iTl w; ME 22 .u, 22 of 23 - � I 'Raxa �J �a�i as°10u�ip1i.w e'0' i�riuL .Donor w.ww IMMfp�Nlt ZOM[f yy.e�.. 334mGfu:'aY3• �u l m�toac�a�*•. �sxem - �r n r' ALL® T CI nLL PEFbaCI ar TNESE PRESENT .I. a MWmW LLG.aMwoh ti!yapWlymrpp. dnaahaYbnYg�Na4 tpgr✓Il' PNdMa N✓Nweal.'Ea NOMnyFaO bFRI I¢,1—MR" a Rays 23, Caner Gunry Miemoe favM ae Max C✓nmmuq al NenoMne51—ar II Ma Napneel Ou✓laralaat$r.4n N: IF —on and nMaEasingo15bvPEnaayeas1aminimAi— .ObIW; IMn® SoaN 35laRreea 26 mina!ea¢3 aemMa III IIB 55 foal b a 1!nl an Ne an!✓Foe o15Ute MIKE+aY Iper IDl satl paF![eep I eesMs abg ISJ¢nlerFe I a—ayen!gl rve Wl Is Fibre b N.e noM. as taring a III mgk W D3 aayrm 1 l m r. ST den m.Ta III a.by, p 116 Man-13 meats 13I West. a.. of FE III bat Tmee S .T9 aev ... Sl se NeMMNan NOMwce an— Sner ISM SMpn IO Nenu So 0 . �baness �g SaM myI I a�Fl My Wes. a I �RnmI �Yyaa!eaY stub vG.."rgEtC�ny Fe a" anon SIRay..— Mal .—bran ban NeasauMre, Saal SouN inns Ing.ybA eetbl l aaIF arva Earig a —MnI Mtanall a. IM]1.5]/®ta Wing of ramMW..1lat: fha— II3anly.1n EaeLacwd tal, a111Hr. FyI.FI riB .1way line and nol ISI aNelair aeavbea arve boa]lae1:IF-nwlEerlya1 ssbrrealerlyngnlal—Ilse abrg a nonmr sums aF 1T aellaM b mFaba aT a✓o—. a raal,a enn.n. nr Relna b.l .n a.r.I.,,I.N. nl:lnn DD 1..I a morn o..nnn w.ln>n a.,r... ¢ III a ®nbal M. of A agrees 33 MbIl I OM a1.16D Feel to Ne tanl of IFID-FR. AND Ltl 1,1 t, G TEWAY FI Cen✓ Caa!, Masai. Nana Musa I warne to be rmeyM and palled as WEST PMN aM aces n✓eEy JI ZMa plink br W Ink —Ma p,FSF Maps In Mploss Mlereol ssla I Homes cl Mlnnasotel C, aMnnesotlf IlbolMy tympany, Eas a enl Nese Mesentl b as aRna slpnaa: Pure Nomoa Ml.nme uL Esc PaoRet Nan R�tive STATE OF MNSOTA COURMI Eab Peaaat. Notary IS., .Mn Y Y1C✓nm 11Eg6m WEST PARK CIWHUSSER M W HFSOTF 1Nb ga101 WEST PMR nav apWovea vp a¢epYa Ey Ne LM1y Countila Pe Gly of CIunNSHn, MmeaaOalarepuWMyMR Fya ✓.e b?.Ifs Cs.a W:+aec: �r's mnVfa+¢v yM Ne qm'abru al Mn¢revtl s[b.SNiYbID.SM2 SEDIFtam bERSI4am SE Yvva NIRMa¢1.tstaa✓raMagMa clry c✓!na. cly alsarrB.n. Mnlwl. SURVEYORS CERI IFCaTE 1 Cannp S.ChW.eaa ao"InE,ISNIN Mal mina pkl✓as prap✓aa by me a ISMS, my aiep ygwYkn; aW lam a dI/ land 11C 9n,n tln Sp@ by AYamA ES MDY b a cSSI FFS mxlWl'm atb Lamay.an, ma a I. IMM are bane=IISSISI®sl mts DO, MIFF . rvsmeru aapaaa m N� yW.M1m Eva✓N EI oarM'a.✓wy .. a mar toutlino WaM tar . aeTM IF Mnn®bba ESS s. 5Nbn I ol,.. aaa 1. baby by MIS reap Say Sh—any MpL4aa MI Eel . a pHc aryl I I aryl ISI In May pY. Dsni KCiMS aLLslaa WM Surep MLlnmom lkerm M. IsSE STATE OF MIMESOTA COUNTY OF TEb FabumentWa aalnmrWaee Ealo-. m.m E/MW R. C$SISS . elFarW teryl slafay. Notary Plena cb.lry. w.am Say cMr.nm,EgYm wm clRlr C401 WRVFTOR CaRSER CCURIy, SERNESOM Real✓Il b CfgW.. NanuuYlan d 1.1. MIS ISS Cam I Maas.0 Rargv RY CWRIY AV WIOWRIEASVRER CaRVEA COI.yI MIRRESOIA I Eneey Marty, MIS Wsspanae In sp prlor i --Danes. CF-n, 'Ro'mmv✓ I OMNI RECORDER, CARVER COI SUNNE$DLP I del, MIFFS mat MIS pan IF WEST PARK wane Ilan] Nh been pale For lane aw✓IMa an W RaM o'tlad M amnany"NumM C.R. HOC. NO 1�oFC'4 OECE11"el) Al MAY 18 20r7 AAINI'SSE4p4A%lVG1) Fr�r ALL® T a '. �Mfyb�W <a3p 4> J Cay>• ADO B N�3pq). OUTLOT F 0.PMNGE ANO Intl, [A.YVENT 0L ALL an GUMOr r S 4 $'�• op a� 5 m to 6 o f 4i as� � N V• � l N 34 2j ( wo as °iOASas •/ s o a m as a '. / s � v £ y / 1 m g 1 m t O I ai; � lr 1 < 1 m @a I'•_ —i1 pi� 9 'e. a, \w ear TA r 6 1 5 w— 4 n+- "'° 5 p 2 2 s WEST PARK ¢>e OUTLOT C gGWGIF. ALL a, r EASELENT �` 1� 2 pt£R N1 rF OlrtaT C ♦ $ S t ve s 3 .`65pz 8, wee 9i 3eQa ^F sn>.00 fib. 5 S rp � s�+u♦e a. ^i sap+essw 4Yw C..'als \ L t-xe.Fo-.l � e=mmm -so- ($ R 4 R s.nnsw� 1§ 2 '$ Il1frV19Yw >YF SOTOt•.q'E .p♦ 9® e.E ♦ $ ♦'� .f &ti$ a8 ma3aI �g :�A W �� g$ 3� $ 11 wO� $ 'ass4 4� iss $F $ a 2 z t Q k8k �5' e-zrsas= $ sopmae ;k J oak $ �`. ac-s na $ man $ g, EE.<1; Z4^. sovola mID S O I p xaI IAx3.T-= 1/ ba(v 9Wa13YE 1NID / VA,Band \/tMd'S/ fl•Zw'OWw'h — NOT TMY.D? Sl.Tlew V` ,aao zz�R� som `_na man g Ml� ['\ SOA19E, Y Q foss I ?' f, $ 3215941 �__/ OUTLOT F _ a _/pT TAM'SNT aw'a saID 24ID— —im— 2aID eW 10 3 1 33 M 28 3 gg 4E5 c c 5@ g 8 ZB.W N.W MN 20ID 28W R-e00 "'�•'-• t IEBM f,ae.. 65 5 __ M1N16 T c-vAga-At1w 4O"N c. nm N1gtBb2 g%' Q9I 5axpswE MMIWpIT Ar r e'tTo'>aya, suvor 2mla wEBM SOO-01-32-E 8334 -- NW — CY rHE NW WAr — �` WATERS EDGE DRIVE "�' LIE nc xr auRrzR o<scc 24 N see'fe43•E ,__ rror TANO/T •—� mvrtmec rr 5x xo rol 3300 ... , r --�-- R=127.80 -- SOO.OT331E 33214----_--- --T— —/� 1 A=52°f@23•� �--sw-a1li 9/5a9-- � — /' Liar UNGEw WTT DL 1 1' C.R. DOC. NO VICINITY MAP SECTION 2A T. IR. R 23 L �3 �Ai �LL iI, NW 1/4 NE I/4 W 1/4 SE 1/4 NOT TO SCALE THENORFHLINE TTHEN0RHWE8T 114 R 23.O`TIE HAW A ESFQUARTER OFSEC.24, T. 114 R 29, WAeSUMED tt! IeIVE ABEMINO CFS�ipA4E. Denotes 1/2 inch von pipe monument found mmked as ahown o denotes 1/2 mrlN s IB vu,h Iran monument set marked by license no. 13425 unless otherwise shown 0 Denotes Nag Nag Set `NO Denotes MNDot manument found (R) Per Record Documents —e— Denotes access control to MNOat [ALL OF THE DRAINACE AND UBLITY EASEMENTS EMBRACED WITHIN LOT 1, BLOCK 1, GATEWAY NORTH, AS DEDICATED ON THE RECORDED PLAT THEREOF, DOC NO. 451229, CARVER COINTY. MINNESOTA. HAVE BEEN VACATED PER DOC NO. — Z� NBP53'3R'E L �1338 Scale in feet 0 40 w I20 ONE INCH EQUALS FORTY FEET ALL IANT qH TT 2 nF 2 WFGTG Ae _--tea _IM Ara EVERGREEN PLANTINGS -IMESTONE BLOCK �J y > a- -$�j y- _ • 1 c F-F OUTCROPPINGS k- D„ 11-P- W E5T PAN pit I•inrrnr rra-r MMI%lr WEST PARK CHANHASSEN, MINNESOTA ALLIANT 5 23 17 ��MM((••�� Yea SIC _ `v Mt. A IMMIN -sue loft 0- L MIA a. 4 CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing forToday and Planning forTomorrow k -,2Q MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: July 10, 2017 SUBJ: Planning Case 2017-12 Rezoning, Site Plan Review, Subdivision, and Vacation of Drainage and Utility Easement with Variances —West Park Association — Pulte Homes PROPOSED MOTION "The City Council approves the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received June 30, 2017, subject to conditions of approval; City Council approves rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development - Residential, incorporating design standards; Resolution approving the ordinance and summary ordinance for West Park; "The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block i of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as -described in Exhibit A." Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." PH 952.227.1100 • www.cl.Chanhassen.mn.US • FX952.227.1iio 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Planning Commission West Park-Pulte Homes July 10, 2017 Page 2 of 5 EXECUTIVE SUMMARY Consider a request for a Rezoning, Site Plan Review, Subdivision, and Vacation of Drainage and Utility Easement for the construction of an 82 unit town -home development and located southeast of Waters Edge Drive, with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive, with a total area of 9.8 acres. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on June 20, 2017 to review the proposed requests. Members of the public raised concerns regarding the proposed development, mainly dealing with the transition between Chanhassen Gateway Apartments/Highway 101 and the Low Density developments along the north and west of the subject site. Over the years, staff has met with numerous developers interested in developing this site. Below are some examples that have been submitted to staff. The following are examples of such submittals: The proposal called for 93 units (75 townhomes and 18 twinhomes). Nineteen driveways were proposed along Waters Edge Drive. I I I :.I I I I I �I l I I I Y I I TOWNHOYE UNITS 75 T•INHOME UNITS t- IS Planning Commission West Park-Pulte Homes July 10, 2017 Page 3 of 5 A second request included saving the existing barn, expanding its footprint to be used as a clubhouse with an IIt 000• 80 unit multi family three story building. Approximatly 70 parking spaces were added to serve the cubhouse. Staff expressed concern that the clubhouse] could be rented out as a gathering space with commercial i characteristics next to a residential area. ^� eCOoUNrr M.. IS WEST coaP M A Errge«m.+cm rwl raarc.•rw. IB�It�u6�g10 myacaiu'¢rar ry Mdauu eM aJa4'arr.rprcaly >agryr arts B oiero.a. va..ra, wN^o Ci RttpenlOM gie0r 0ah.q D GaNm Panlirn E F nam NttMOz wre-1.wA• r+�•Naar �r.l a+s G SarP N..mrOa W^9 . }Lo-vc .try -a lwlrnas H sm<e&w3v reeamrvpergrmra asaoa Waraae. N.WM.aa wttr w�..c MMM I^ �� won J wa«rry P.m K ooa L M sv.ia.•.xur m.aap.rrmr er«. N t OP'l lml aFpc UM m�unawn rclMci NOTE f Gnarer Wn•A.OA. cOm.W mpM 1-'N •ne..riemre+ urn ngrrer rcan 35' 01 Planning Commission West Park-Pulte Homes July 10, 2017 Page 4 of 5 Some of the main reasons behind staffs support of the current proposal include: • All driveways and garage doors are oriented toward the interior private streets of the proposed development. • The density is balanced over the entire development. • The current development incorporated the property located south of Lake Susan Drive. Some of the previouse proposals did not include the southern site which would allow for a potential second multifamily building. • Access to the southern portion of development is shared with the existing apartment building. • The proposed development orients the front facade toward the public streets as shown below. WEST PARK CHANHASSEN. MNNESOTA WEST PARK SECTION CUT C-V O auNussExw .._... Planning Commission West Park-Pulte Homes July 10, 2017 Page 5 of 5 The Planning Commission voted 5 to 2 to recommend that City Council approve the request. Planning Commission minutes for this item included in the consent agenda of the June 10, 2017 City Council packet. RECOMMENDATION Staff recommends adoption of the following motions: "The City Council approves the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received June 30, 2017, subject to conditions of approval; City Council approves rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards; City Council approves ordinance and summary ordinance resolution for West Park; "The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." ATTACHMENTS 1. Ordinance and Summary Ordinance for West Park 2. E-mail from Jamie J Thelen, President/Chief Executive Officer. Sand Companies, Inc. 3. Staff Report dated June 20, 2017. 4. Plans dated received June 30, 2017. g:\plan\2017 planning cases\17-12 west park - pulte (klingelhutz)\executive summary-preliminary.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CfrY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City s zoning ordinance, is hereby amended by rezoning all property as described below from RSF, Single Family Residential District and PUD-Mixed Use, Planned Unit Development -Residential: North Parcel Parcel I Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of- way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of- way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right- of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2 Lot 1, Block 1, Gateway North, Carver County, Minnesota. South Parcel Parcel 3 Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4 Outlot A, Gateway North, Carver County, Minnesota. Abstract Section 2. The rezoning of this property is subject to the following design standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses The permitted uses in this zone should be limited to four, five, and six plex complexes. The total number of units for the entire site may not exceed 99 92 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1.All units shall have access onto an interior private street. 2.A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3.All foundation walls shall be screened by landscaping or retaining walls. 4.All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way, to require buffering between different 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 pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Native species shall be incorporated into site landscaping, whenever possible. E Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; b.Ensure that signs do not create safety hazards; c.Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; d.Preserve and protect property values; e. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sign Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than '/2 candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 1 Oth day of July, 2017. ATTEST: Todd Gerhardt, Clerk/Manager Denny Laufenburger, Mayor (Published in the Chanhassen Villager on ) g:\plan\2017 planning cases\l7-12 west park - pulte (klingelhutz)\ordinance.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO. , AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE WEST PARK The purpose of this code amendment is to rezone certain property described in the attached Exhibit A, from RSF, Single Family Residential District and PUD-Mixed Use, to Planned Unit Development -Residential with PUD Development Design Standards. A printed copy of Ordinance No. _ 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 10th day of July 2017, by the City Council of the City of Chanhassen. CITY OF CHANHASSEN affAil (Published in the Chanhassen Villager on, Denny Laughenberger, Mayor Todd Gerhardt, City Manager/Clerk g:\plan\2017 planning cases\17-12 west park - pulte odingelhutz)\summary ordinance.doc Exhibit A North Parcel Parcel 1 Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2 Lot 1, Block 1, Gateway North, Carver County, Minnesota. South Parcel Parcel 3 Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4 Outlot A, Gateway North, Carver County, Minnesota. Abstract Section 2. The rezoning of this property is subject to the following design standards: AI-Jaff, Sharmeen From: Jamie J. Thelen <JJThelen@SandCompanies.com> Sent: Thursday, June 29, 2017 3:16 PM To: AI-Jaff, Sharmeen Cc: Jim W. Sand Subject: Pulte Homes Proposal Ms. AI-Jaff, We are the owners & managers of the Gateway Place apartments immediately adjacent to the proposed Pulte Homes development. We first heard of the proposal a few months ago. As a direct neighbor to the proposed development, we were concerned about the plans for this area. We had confidence that the City would not approve a development that would negatively impact our area, but also wanted to do our own research. We requested a face-to-face meeting with Pulte Homes which the agreed to do. After reviewing their plans & doing our own research on what they were proposing, we became very comfortable with their development plans including the setbacks. Sand Companies originally owned/developed the first concepts for the NW & SW quadrants of Great Plains Boulevard & Highway 212. At that time, 212 was still in the development stages. If 1 remember correctly, our concept plan that went through the public process had substantially more units than will ultimately be built. We also had a concept plan for townhomes approved adjacent to our site & it appears that Pulte is planning less homes that what was approved over 10 years ago. In our review of what they are proposing, it appears they will be building a quality project & more attached townhomes are needed in nearly all parts of the Twin Cities. The townhomes will be a good transition from our high density to their medium density project & then to the adjacent single family. Also, all communities need a healthy mix of housing types which I think this helps accomplish. We wanted to make it known that we fully support what Pulte Homes is proposing. New development is nearly always controversial, but we did our own research & feel it is a good development. If you have any questions or comments, please let me know. Thanks. Jamie J Thelen I PresidenVChief Executive Officer I Sand Companies, Inc 1 366 South Tenth Avenue, PO Box 727, Waite Park. Minnesota 56387-0727I 320.202.3100 (ph) 1320202.3139 (fax) Iwww.SandCompanies.com NOTICE -CONFIDENTIAL INFORMATION This message and any riles transmitted w ith it are confidential and are intended ord., far the indis idual or enlih to whom they are addressed. If you are not the intended recipient, please nolif) the sender immediately by return e-mail and delete this e-mail from )ours)stem. If you are not the intended recipient, )'on are notified that disclosing, cop) ing, distributing, or taking any action in reliance on the contents of this information is stricQv prohibited. E-mail transmission cannot be guaranteed to be secure or error -free, as information could he intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. Any views or opinions presented in this e-mail are solely those of the author and do not necessaray represent those of the organi"tion. PC DATE: June 20, 2017 CC DATE: July 10, 2017 REVIEW DEADLINE: July 18, 2017 CASE #: 2017-12 BY: SJ, SS, JS. TH, PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve: The Plann ng Ge ff .nisi, -,.ee ff aepAs appfavej of -the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received May 18 June 30, 2017, subject to conditions of approval; The n,.._. ing Commission -,.,.,.wA"ends approval of th site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received May 19 June 30, 2017, subject to conditions of approval; The Planning Gefamisgien meeffffneads appreval 9 the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received May 18 June 30, 2017, subject to conditions of approval; The Planning GewArAssiefl .-....a.. appFeval 0= rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards; The summary ordinance for West Park; Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." SUMMARY OF REQUEST: Consider a request for a Rezoning, Site Plan Review, Subdivision, and Vacation of Right e€Way Drainage and Utility Easement for the construction of an 82 unit town -home development and located southeast of Waters Edge Drive, with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive, with a total area of 9.8 acres. LOCATION: Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive APPLICANT: Pulte Homes Paul Heuer, Director of Land Planning & Entitlement 7500 Office Ridge Circle, Suite 325 Eden Prairie, MN 55344 952-229-0722 Paul.Heuer@PulteGroup.com PRESENT ZONING: Single Family Residential District (RSF) and Planned Unit Development - Mixed Use (PUD) 2020 LAND USE PLAN: Low Density Residential, Medium Density Residential, and Mixed Use Planning Commission West Park — Pulte Homes June 20, 2017 Page 2 of 42 ACREAGE: 9.8 acres DENSITY: 7.4 Units per Acre LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city has a relatively high level of discretion in approving a rezoning because the city is acting in its legislative or policy making capacity. A rezoning must be consistent with the city's Comprehensive Plan. 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. The city's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. 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. Notice of this public hearing has been mailed to all property owners within 500 feet as well as lake property owners surrounding Lake Lucy. EXECUTIVE SUMMARY: The request consists of multiple applications to facilitate the construction of a townhouse development. The requests include a rezoning of property from Single Family Residential and Planned Unit Development to Planned Unit Development Residential, a site plan for the construction of 82 townhouses, a Variance to allow reduced setback, Preliminary Plat to subdivide 9.8 acres, and vacation ofRi& e€ *My Drainage and Utility Easement (the vacation requires City Council approval only. It is included in this report as an informational item). Planning Commission West Park — Pulte Homes June 20, 2017 Page 3 of 42 The site is located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive. Access to the site will be gained off of Lake Susan Drive and Waters Edge Drive. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. 1. Rezoning to Planned Unit Development -Residential: portion located north of Lake Susan Drive to Planned Unit Development —Residential and adopt standards for the development. 2. Variance: The second request is for a variance to allow a reduced setback from Waters Edge Drive, Lake Susan Drive and Highway 101. 3. Subdivision/Preliminary Plat: The third request is for the subdivision of 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E. and F contain open space, common areas and storm ponds. 4. Site Plans: The final request is for a site plan for the construction of 82 townhouses. The applicant is proposing 7 six-plexs, 4 five-plexes, and 5 four-plexes. Materials on the exterior of the homes include cultured stone, shake siding, LP sid siding, and shake siding. Window shutters are used to accent the buildings. All the garage doors and parking will be hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. That is the main reason for the variance request. The first request is to rezone the It is the applicant's intent to vacate portions of Right of Way that is currently under MnDoT's jurisdiction. This process takes an average of 3 years. The Right of Way is located southwest of the subject site. There is no development proposed within this area and even if the City approved such vacation, it will be conditioned upon the applicant dedicating drainage and utility easements over the vacated area which will prevent development over that section. The applicant held a neighborhood meeting on May 11, 2017 to introduce neighbors to the development. The applicant also met with the owners of the apartment building located southeast of the subject site to coordinate shared access issues and parking. Staff regards the project as a well -designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan, Planning Commission West Park — Pulte Homes June 20, 2017 Page 4 of 42 subdivision, rezoning, and variance with conditions as outlined in the staff report. Construction on this project could begin as early as September 2017. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXM, Division 9, Design Standards for Multifamily Developments Chapter 20, Article II, Division 3. - Variances On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the Gateway Development. This plan was later approved by the City Council on January 24, 2005. On June 27, 2005, the City Council approved rezoning the property located at the northwest intersection of the future alignment of Highways 101 and 212 with an approximate area of 24 acres from Residential Single Family to Planned Unit Development -Mixed Use incorporating design standards. The final draft layout that was arrived at reflected a residential component within the area north and south of Lake Susan Drive with the highest density concentration facing Highway 101. An apartment building (Gateway Place), was approved by the City Council on February 27, 2006. The portion of the site located southwest of Highway 212 and 101 consists of a mix of commercial and office uses. Planning Commission West Park — Pulte Homes June 20, 2017 Page 5 of 42 The current proposal will incorporate the undeveloped /vacant residential parcels into the development of West Park. REZONING The applicant is requesting to rezone the property from RSF, Residential Single Family, and Planned Unit Development —Mixed Use to Planned Unit Development -Residential. Highway 212 will run along the southern edge of the site. Highway 101 runs along the east portion of the site. Waters Edge Drive is located along the northwest portion of the site. A residential neighborhood zoned Residential Single family is located north of the site and a residential neighborhood zoned Planned Unit Development is located west of the site. Highway 212/101 are guided mixed use which permits high density residential and neighborhood oriented commercial. The 2020 Land Use Plan shows this area designated for development as Residential Low Density (1.2-4 Units per Acre), Residential Medium Density (4-8 Units per Acre) and Mixed Use Development. Appropriate zoning for these land uses are a combination of Residential Single Family-RSF, Mixed Low Density-R4, Residential Low and Medium Density Mixed Medium Density-RLM, and PUD-Mixed Use, Neighborhood Commercial, and High Density Residential. Staff has prepared a Planned Unit Development Ordinance that will regulate and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. This site is in the Metropolitan Urban Service Area (MUSA) area. Staff is recommending that this area be rezoned to PUD-Residential. All properties located at the intersection of Based on the site area and land uses within this area, the site may have a maximum number of 99 92 units. Planning Commission West Park — Pulte Homes June 20, 2017 Page 6 of 42 TOTAL UNITS ALLOWED Land Use Gross Area I Net Area I Net Density Number of Units North of Lake Susan Drive Residential Low Density 4.942 4.942 14 20 Residential Medium Density 2.059 2.057 8 16 Residential High Densitv 1.133 1.133 16 18 South of Lake Susan Drive Residential High Density 2-.92-7 2.4 2AN 2.4 1 16 38 TOTAL 10.959 10.959 1rl9 92 The applicant is proposing a total number of 82 units which is below the maximum permitted on the site. PUD FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed Planned Unit Development has been considered in relation to the specific policies and provisions of the land use plan and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed uses are and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping buffers, architecture, etc. The townhouses will be the proper transition between the single family homes to the north and west and the apartment building located southeast of the subject site. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed uses will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Planning Commission West Park — Pulte Homes June 20, 2017 Page 7 of 42 Finding: The proposed uses will have no measurable negative impact on the property values of the nearby residences. It could potentially have a positive impact by creating a buffer to Highway 101 and preventing higher impact development. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. Staff is recommending approval of rezoning the property to Planned Unit Development — Residential, incorporating the following standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six-plex complexes. • The total number of units for the entire site may not exceed 99 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Planning Commission West Park — Pulte Homes June 20, 2017 Page 8 of 42 Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerlv Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. 4. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. Planning Commission West Park — Pulte Homes June 20, 2017 Page 9 of 42 4. Native species shall be incorporated into site landscaping, whenever possible. L Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; b. Ensure that signs do not create safety hazards; c. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; d. Preserve and protect property values; e. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sign Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. Planning Commission West Park — Pulte Homes June 20, 2017 Page 10 of 42 h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). All light fixtures shall be shielded. Light level for site lighting shall be no more than candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. The applicant is requesting preliminary plat approval to replat 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage. A private street and cross -access easements will be shared between the properties. Private streets are permitted in this district if the following conditions exist: 1. The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination the city may consider the location of existing property lines and homes, local or geographic conditions, and the existence of wetlands. Planning Commission West Park — Pulte Homes June 20, 2017 Page 11 of 42 2. After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. 3. The use of a private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. A public street is not required to serve these parcels or adjacent parcels. The use of a private street reduces the overall hard surface coverage. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. (report continued on next page) Planning Commission West Park - Pulte Homes June 20, 2017 Page 12 of 42 There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: North of Lake Susan Drive BLOCK 1: BLOCK 6: BLOCK 11: Lot 1 =1,885 square feet Lot 1 =1,833 square feet Lot 1 = 1,833 square feet Lot 2 = 1,740 square feet Lot 2 =1,692 square feet Lot 2 = 1,692 square feet Lot 3 =1,740 square feet Lot 3 =1,692 square feet Lot 3 = 1,692 square feet Lot 4 =1,740 square feet Lot 4 =1,833 square feet Lot 4 =1,833 square feet Lot 5 =1,740 square feet Lot 6 = 1,885 square feet BLOCK 2: BLOCK 7: BLOCK 12: Lot 1 = 1,885 square feet Lot 1 =1,885 square feet Lot 1 = 1,833 square feet Lot 2 =1,740 square feet Lot 2 =1,740 square feet Lot 2 =1,692 square feet Lot 3 =1,740 square feet Lot 3 =1,740 square feet Lot 3 = 1,692 square feet Lot 4 =1,740 square feet Lot 4 =1,740 square feet Lot 4 =1,833 square feet Lot 5 =1,740 square feet Lot 5 =1,740 square feet Lot 6 =1,885 square feet Lot 6 = 1,885 square feet BLOCK 3: BLOCK 8: BLOCK 13: Lot 1 =1,885 square feet Lot 1 =1,885 square feet Lot 1=1,885 square feet Lot 2 =1,740 square feet Lot 2 =1,740 square feet Lot 2 =1,740 square feet Lot 3 =1,740 square feet Lot 3 =1,740 square feet Lot 3 =1,740 square feet Lot 4 =1,740 square feet Lot 4 =1,740 square feet Lot 4 =1,740 square feet Lot 5 = 1,885 square feet Lot 5 =1,740 square feet Lot 6 =1,885 square feet * BLOCK 4: BLOCK 9: OUTLOT A = 25,197 Lot 1 = 1,833 square feet Lot 1 =1,885 square feet * OUTLOT B = 16,043 Lot 2 =1,692 square feet Lot 2 =1,740 square feet * OUTLOT C = 64,245 Lot 3 =1,692 square feet Lot 3 = 1,740 square feet OUTLOT D = 21,359 Lot 4 =1,833 square feet Lot 4 =1,740 square feet * OUTLOT E = 32,477 Lot 5 = 1,885 square feet OUTLOT F = 46,203 ROW = 34,611 TOTAL = 354,265 BLOCK 5: BLOCK 10: Lot 1 =1,885 square feet Lot 1 =1,885 square feet * 8.13 Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet * OUTLOT A (parking areas Lot 3 =1,740 square feet Lot 3 =1,740 square feet * and drive aisles) = 62,639 Lot 4 =1,740 square feet Lot 4 =1,740 square feet * square feet or 1.438 acres Lot 5 = 1,885 square feet Lot 5 =1,885 square feet * Planning Commission West Park — Pulte Homes June 20, 2017 Page 13 of 42 South of Lake Susan Drive BLOCK 1 BLOCK 2: BLOCK 3: Lot 1 =1,885 square feet Lot 1 = 1,885 square feet Lot 1 =1,885 square feet Lot 2 =1,740 square feet Lot 2 =1,740 square feet Lot 2 =1,740 square feet Lot 3 = 1,740 square feet Lot 3 =1,740 square feet Lot 3 = 1,740 square feet Lot 4 =1,740 square feet Lot 4 =1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,740 square feet Lot 5 =1,740 square feet Lot 5 =1,885 square feet Lot 6 =1,885 square feet Lot 6 =1,885 square feet OUTLOT A = 19,278 OUTLOT B = 71,638 TOTAL= 123,10 *unit will not have a sunroom 1. The proposed subdivision is consistent with the zoning ordinance. Fes: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Fes: The proposed subdivision is consistent with applicable plans. 3. 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; Fes: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; FindinE: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. FindinE: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. Planning Commission West Park —Planning Case 2017-12 June 20, 2017 Page 14 of 42 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stone water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. FindinE: The proposed subdivision is provided with adequate urban infrastructure. SITE PLAN The site plan is for the construction of 82 townhomes. The applicant is proposing 7 six-plexes, 4 five-plexes, and 5 four-plexes. They are to be located at the north and south of Lake Susan Drive. Materials on the exterior of the homes include cultured stone, shake siding, and LP siding. Decks and window shutters are used to accent the buildings. Some of the units are recessed while others project forward. The roof line is accented by dormers. Each unit will have its own exterior design, color and materials as shown in the examples below which is a similar development currently under construction in the City of Plymouth. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The product in Chanhassen will have some additional features such as garage doors that are accented by windows, a gathering space with a fire pit, and sidewalks. (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 15 of42 All the garage doors and parking will be hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. Landscaping islands have been added between the garage doors. This will help soften the continuous appearance of the asphalt driveways. The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The added landscaping and boulevard trees will provide a calming effect to a busy area. With this project, there is an opportunity to create a gateway treatment into the development. The applicant submitted a design that frames the entrances and corners of this development that consist of pillar monuments with rod iron fencing that is present throughout the development. The use of cultured stone is found on the pillars, housing units, mailboxes, and monument signs identifying the project. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 16 of 42 .'. v ,, This development must comply with the Development Design Standards for West Park (attached). Another element that the applicant is proposing is an outdoor seating area located at the northeast corner of the site. This is a seating area that features a fire pit and overlooks a storm pond. MORELAND OVERLAY DISTRICT The northerly portion of the site is located within the shoreland overlay district of Lake Susan. The development is required to maintain a 50% open space within that area. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 17 of 42 The applicant intends to have all common green space area be maintained by a homeowners association. All units must be built to a height that is less than 35 feet. The current plans are in compliance with this requirement. LIGHTING/SIGNAGE The applicant prepared a lighting plan that is in keeping with the approved standards. Light levels for site lighting may not exceed 1/2 foot candle at the project perimeter property line as required by city code. This does not apply to street lighting. The applicant intends to utilize a Decorative Colonial light fixture which is typically used in residential neighborhoods. The lamp is approximately 15 feet above grad. IX 4 i i Y�Y Yr The applicant is proposing two monument signs that will be located at the entrances off of Lake Susan Drive. The base and material of the sign will be cultured stone which is a material that is utilized throughout the development to form a base for the Mail Boxes and Entryway Pillars with rod iron decorative fencing at the intersection of roads and property corners. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 18 of 42 PARHING The residential parking standards require one visitor parking stall for every four units. The applicant is proposing 82 townhomes which translates to 20.5 visitor parking spaces. The applicant is providing 23 guest parking spaces. The applicant is also providing a two -stall garage with each unit which is in compliance with city code. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: All buildings have pronounced entrances. Articulation: The buildings incorporate adequate detail and have been very tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The buildings will provide a variation in style through the use of dormers, shutters, glass and stone. The buildings utilize exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for West Park. Material and Detail High quality materials are being used on all buildings. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. Heiaht and Roof Desi� The maximum building height in this Planned Unit Development for the residential use is 35 feet or three stories, whichever is less. All buildings meet the minimum standard set in the ordinance. The rooflines are staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are staggered and pitched elements on these buildings. They comply with this requirement. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 19 of 42 Multi -Family Design Standards Sec. 20-1088. Architectural style. Architectural style shall not be restricted. Evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of this section. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. Monotony of design, both within projects and between adjacent projects and its surroundings, is prohibited. Variation in detail, form, and sighting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. • All building shall have a minimum of 20 percent of accent material. Accent material may include brick, stone cut face block or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. Findings: The proposed development is well situated within the site. It attempts to fit into the environment in which it is located including incorporating urban -style housing. The buildings offer much variety including colors, finishes, roof lines and materials. The buildings are oriented to the street to provide an urban edge. Sec. 20-1089. Land use. All development shall create a unified design of internal order that provides desirable environments for site uses, visitors and the community. The following design elements shall be incorporated into a project: • The project shall create a unique neighborhood identity. • Creation of interconnecting neighborhoods in collaboration with adjoining landowners (street, walkways, preservation of natural features, parks and gathering places). • Each neighborhood has a focal point or gathering place including parks, greens, squares, entrance monuments, historic structures (silos/barns) or public furniture (gazebos, benches, pergolas). Community features may include: landscaping, lighting, benches, tables. • Recreation facilities (playgrounds, tot lots, swimming pools and gardens). Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 20 of 42 • Diversity of product type and design to accommodate different age groups and individuals in different socio-economic circumstances. • Broad variety of housing choices --twin homes, row houses, town homes, flats above garages, apartments over shops, garden apartments, senior living opportunities and condominiums. Findings: This project creates its own little unique setting. The common areas include the entire development which offers a fire pit seating area, sidewalks, trails, and a gateway component. Sec. 20-1090. Curb appeal. To encourage roadway image or curb appeal projects shall create a variety of building orientation along the roadways; attractive streetscape and architectural detail. All projects shall incorporate two or more of the following design elements: • Orientation to the street or access road: o Setbacks. o Spacing between buildings and view sheds. • Architectural detail/decorative features: o Windows. o Flower boxes. o Porches, balconies, private spaces. o Location and treatment of entryway. o Surface materials, finish and texture. o Roof pitch. o Building height and orientation. • Location of garages. • Landscaping including fencing and bemvng. • Street lighting. • Screening of parking, especially in apartment and condominium developments. • Variations/differentiations in units including, but not limited to, color, material, articulation etc. Findings: The proposed development has been well situated within the site. It attempts to fit into the environment in which it is located. The homes have elements such as shutters, entry stoops, landscaping, and screened parking. Garages have been located toward the interior of the development. Sec. 20-1091. Transportation diversity. All developments shall incorporate multi -modal transportation including two or more of the following elements: Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 21 of 42 • Streets with trails incorporated. • Off -road trails and bike paths. • Provisions for mass transit with bus stops and shelters incorporated into the developments. • Sidewalk connecting internal developments: o Undulating sidewalks. Use of pavers or stamped concrete. o On -street parking and use of roundabouts. o Landscaped boulevards or medians. Findings: The project is within a walking distance to Southwest Village Transit Station. The applicant has incorporated sidewalk connections throughout the development that lead to the transit station. Sec. 20-1092. Integration of parks, open space, natural historic or cultural resources. • Integrate nature and wildlife with urban environment. o Trails and sidewalks. o Vistas. o Historic features. Preservation of natural features that support wildlife and native plants (slopes, trees, wetlands). Findings: The proposed development is integrated into the city's trail system. COMPLIANCE TABLE Setback Exterior Setback Interior Coverage Height Guest Parkin PUD 25 ft. 0 ft. 50 % 35 ft. 20 stalls Proposed 25 ft. 0 ft. 50 % 31 ft. 23 stalls SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 22 of 42 (4) Creation of 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; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; c. 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 d. 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. (6) Protection of 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. Finding: The proposed development is consistent with the city's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. VARIANCE The applicant is requesting a reduced setback from collector roads. The City Code requires all buildings to maintain a 50-foot setback from arterial or collector streets. The reason behind the variance request is for design purposes, to reflect an urban townhouse development and to orient all driveways and garage doors off of the interior private streets. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 23 of 42 VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a) Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. FindinE: Due to the type of development the applicant is proposing, it is important to bring the buildings closer to the street. All the parking lots and garages are completely hidden from views by the buildings. b) When there are practical difficulties in complying with the zoning ordinance, "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Fes: This development is a transition between low and high density areas. Staff worked with the applicant to concentrate the parking, driveways, and garages internally and have the front facades face the neighboring properties. c) That the purpose of the variation is not based upon economic considerations alone. FindinE: The proposed variance is necessary to accommodate the proposed development style. This is a residential development with urban housing and is a transition between existing single family homes and highways and high density residential building. Urban townhouses are generally located closer to the right-of-way. d) The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The proposed variance is necessary to accommodate the proposed buildings within the site. The proposed townhouses provide diversified housing. e) The variance, if granted, will not alter the essential character of the locality. Fes: The granting of a variance will orient all garage doors and driveways toward the interior private streets and rather that the public streets surrounding the property. f) Variances shall be granted for earth -sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 24 of 42 Fes: This does not apply to this development. VACATION, RIGHT-OF-WAY AND EASEMENTS It is the applicant's intent to vacate portions of right-of-way that is currently under MnDOT's jurisdiction. This process takes an average of 3 years. The right-of-way is located southwest of the subject site. There is no development proposed within this area and even if the City approved such vacation, it will be conditioned upon the applicant dedicating drainage and utility easements over the vacated area which will prevent development over that section. The applicant has requested a vacation of drainage and utility easements from the City. More information about the vacation is available in a separate staff report for the July 10, 2017 City Council meeting. If the vacation is granted, the applicant shall grant new drainage and utility easement to the City with the plat documents per City Code concurrent with recording the vacation. As the streets will be private, and > a 1,.Y........ is less than A ....:... aer-. 30-foot wide outlots will be platted around the streets. Drainage and utility easements will be dedicated over the street outlots: Outlot A of the south parcel and Outlots A and D of the north parcel, which meets the requirements per City Code. The survey included all easements and right of way shown on the title search of the property dated November 30, 2016 from Stewart Title Guarantee Company. The applicant shall have their survey confirm this with a recent title commitment prior to final plat. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. The private sidewalks constructed within City right-of-way require an encroachment agreement. Stormwater pipe that drains runoff from the adjacent parcel, GATEWAY NORTH Lot 1, Block 2, shall require a private easement with the owner of that property. (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 25 of 42 GRADING & DRAINAGE The existing drainage pattern for the southern parcel drains to an existing pond on the south of the parcel, which overflows to a MnDOT culvert. The proposed grading for the southern parcel will direct the stormwater to the existing pond, which is proposed to be converted to an infiltration basin. and will still overflow to the MnDOT culvert. 2.206 sa � i� a1a ; 3 EXISTING — SOUTH PARCEL PROPOSED — SOUTH PARCEL (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 26 of 42 The existing drainage pattern for the northern parcel drains to two points. A smaller, northern part of the site drains to Waters Edge Drive and enters the City's stormwater system via catchbasins on the curb line. The majority of the northern parcel drains to a low point on the southeastern edge of the property where it may enter a culvert that carries the water under TH 101. The proposed grading for the northern parcel will direct the majority of the parcel to the proposed stormwater pond where some of the water will be reused for irrigation. A reduced size area will still drain north to Waters Edge Drive and a further reduced area will still drain east to the TH 101 culvert. lea I I I 'l 1 J I I 1 I 1 I � 1 1 1 1 1 I I 1 1 IA�S 1 1 I 2 1 1 1 1 1 1 0 1 I 1 I 1 ; 1 I 1 I 1 1 1 ENISTING —NORTH PARCEL 11-11 n;-11=n ns 11=1YC:, -11-11-1" I• Fil-- -1f=111i -' 1n;1 i-n.-T�llen- n=ruFuni=un`- 'Il-IIF11=11 11 I� 6nn. _ awe.• 1 NW�_ ��', n=n=5iwl�n=x=n al i-=naIFII I n-n=ua n=fl R o=i Ir-n -n rl�ll. PROPOSED —NORTH PARCEL The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. The existing togopraphic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. The backyard drainage on Lot 12 shall be revised to a minimum of 2%. Draintile is required for all lots where stormwater runoff will flow from the back to the front of the property. Draintile shall be shown on the plans between Blocks 11 and 12. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 27 of 42 The plan shall show EOF locations and elevation for all basins on site. The applisafA shall submit a finalized, signed soil befiRg . Erosion Prevention and Sediment Control The proposed development will exceed 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 shall submit the full SWPPP document to the City for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The plans shall identify the areas intended for stockpiling materials on site during construction. RETAINING WALLS The applicant has proposed ene four retaining walls on the northern parcel of this subdivision. The retaining wall is located between behind Block 4 is approximately 60 65 feet long and 4 2 feet tall. The retaining wall located behind Block 5 is approximately 120 feet long and 2 feet tall. Two walls are proposed at either side of the entrance to the fire pit, each is approximately 3 feet tall and 28 feet long. One retaining wall is proposed on the southern parcel. It is located between Block 2 and the infiltration basin. It is approximately 180 feet long and 3 feet tall. Top and bottom wall elevations shall be shown on the grading plan. This wall shall be owned and maintained by a Homeowners Association (HOA). The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Beuldef wellsshall net be `""ef than sip feet STREETS The applicant proposes construction of private streets to serve the subdivison. All private streets will be owned and maintained by a Homeowners Association. Planning Commission West Park - Planning Case 2017-12 June 20, 2017 Page 28 of 42 Stonegate Road will service lots on the southern parcel. It is 20 feet wide, approximately 460 feet long and terminates in a 120-foot hammerhead turnaround. Stonegate Road will share an existing access off Lake Susan Drive with the neighboring apartment building located on Lot 2, Block 2 of the GATEWAY NORTH plat. The existing curb cut on Lake Susan Drive on the west side of the southern parcel shall be removed. West Park Drive will service Blocks 1, 2, 12 and 13 on the northern parcel. It is 20 feet wide, approximately 500 feet long and terminates in a dead end that has been approved by the fire department for proximity to a street intersection for a turnaround. West Park Drive will utilize an existing curb cut off Lake Susan Drive for access. Blue Heron Drive will service Blocks 3 and 11 on the northern parcel. It is 20 feet wide, approximately 360 feet long and connects West Park Drive to Waters Edge Drive. Blue Heron Drive connects to Waters Edge Drive south of the existing curb cut. The applicant proposes to remove the existing curb cut and adjust the City stormwater catch basins on Waters Edge Drive to accommodate the new access location. The intersection sight distance requirements for a 30mph roadway are met by this intersection location per the June 2000 MnDOT Roadway Design Manual. Eagle View Road will service Blocks 4-10 on the northern parcel. It is 20 feet wide, approximately 600 feet long and terminates a 70-foot modified hammerhead turnaround. their stfeet from their driveway. No parking signage shall be installed at all turnarounds to keep them open for public safety access. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. shall work with eity staff to either r-efneve these grade ehanges or- ifieefperate veFfieal eufves into the profile. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. The applieafA shall inL4ude the horizontal aligm-aent t"afiaa fef all stmet in the plans prior- to final plat. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 29 of 42 Street lights shall be installed at the intersections with public streets. This light shall be owned by the City and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & PARKING SeveFal driveways shewn in the Ylan set \ Y^ Bleek 1 and 3) are a4 the City maximum driveway gFa e� !0.0% slepe. Staff reeammends re"eing the gFade to 0for-, Staff recommends high -back curb for all parking areas. T" Ylot e"` Bleek t' must `e a to have 9 feet •d tt even at theif fl est Point. All paFkdfig lots shall be revised to pr-evide a 26 feet drive aisle and 18 feot-��- The pafkiag let eff- Stenegate Read shall be fevised te pFep�ide a 10 feet b, 26 feet VaFftffetffid-- TRAILS & SIDEWALK The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. All sidewalks internal to the site shall be owned and maintained by the HOA. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP)• UTILITIES Sanitary Sewer Sanitary sewer service for the subdivision will be provided by connecting to the existing 21" RCP sanitary main line on the west side of the southern parcel and the 8" existing stub on the northern parcel. The applicant proposes 8" PVC sanitary sewer main to be owned and maintained by the City. The minimum sanitary sewer grade that the City will accept is 0.40%, therefore setting the design grade to this minimum is not advisable. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.401/0. Sanitary sewer installed at less than 0.40% shall not be accepted by the City and must be reinstalled at the developer's expense. Staff recommends use of 0.50% minimum design grade. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 30 of 42 ......._ .......... ......... J, - _ . _.__ Water Main Water service for the subdivision will be provided by connecting to the existing 16" DIP water main line on the west side of the southern parcel and the existing stub on the northern parcel. The applicant shall revise plans to call out the size of proposed water main. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. A gate *aWe shall be added to the plan h- etiAAea Bleek 5 and 8 pfier- te eanstmetion. 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The comments from the Riley -Purgatory -Bluff Creek Watershed District dated May 25, 2017 are attached to this report. The applicant must obtain a permit from RPBCWD prior to grading the site. The plan shall be revised to remove CB 400, as the adjacent upstream catchbasin will replace the one removed with construction of the Blue Heron Drive access. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. . Stormwater pipe within the development shall be privately owned and maintained Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 31 of 42 Storm Water Utility Connection Charges These fees show a credit of 50% as the design is proposed to achieve abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The fee and credits for the northern parcel are calculated as shown in the table below. AREA FEE ACRE ACRES FEE SURFACE WATER NORTH PARCEL $14,510 8.132 $ 117,995.32 DEVELOPMENT ROW Dedication -$14,510 0.795 $ 11,535.45 FEE 8.132 $ 106 474.38 VOLUME VOLUME %of1.1" SURFACE for 1.1" REMOVAL VOLUME WATER ITEM ABSTRACTION PROVDIED REMOVED CREDIT CREDIT Reuse 14,677 16,496 112% $ 52,237.19 For the northern parcel, the SWMP Fee is $106,474.38. The SWMP Credit given for meeting the 1.1" volume abstraction is $52,237.19. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. The fee and credits for the southern parcel are calculated as shown in the table below. SURFACE AREA ACRE ACRES FEE WATER FEE DEVELOPMENT SOUTH PARCEL $14,510 2.433 $ 35,302.83 FEE $ 35 02.93 VOLUME VOLUME % of 1.1" SURA1AECE for 1.1" REMOVAL VOLUME ITEM ABSTRACTION PROVDIED REMOVED CREDIT CREDIT Infiltration 4,486 5,171 115% $ 17,651.42 For the southern parcel, the SWMP Fee is $35,302.83. The SWMP Credit given for meeting the 1.1" volume abstraction is $17,651.42. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the southern parcel is $17,651.42. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. For 18 units Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 32 of 42 on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. LANDSCAPING TREE PRESERVATION The applicant for the West Park property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.56 ac. or 460,229 SF Baseline canopy coverage 6% or 27,988 SF Minimum canopy coverage required 20% or 91,924 SF Proposed tree preservation 1% or 3,932 SF. The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 20% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 91,924 Less canopy preserved 3,932 Minimum canopy coverage to be replaced 87,992 SF Multiplied by 1.2 105,590 Divided by 1089 =Total number of trees to be planted 97 trees The applicant has proposed a total of 97 overstory trees. The development has buffer yards required along Great Plains Blvd, Lake Susan Drive and abutting the Gateway development. The applicant has provided landscaping along Waters Edge Drive as well. Landscaping Item Required Proposed Bufferyard B — Great Plains 13 Overstory trees 14 Overstory trees Blvd., 661' 19 Understory trees 26 Understory trees 33 Shrubs 42 Shrubs Bufferyard B — Lake Susan 6 overstory trees 3 Overstory trees Drive, North side, 320' 9 understory trees 12 Understory trees 16 shrubs 0 Shrubs Bufferyard B — Lake Susan 3 Overstory trees 5 Overstory trees Drive, South side, 180' 5 Understory trees 4 Understory trees 9 Shrubs 0 Shrubs Bufferyard C — West Park 8 Overstory trees 9 Overstory trees south development, 299' 17 Understory trees 18 Understory trees 26 Shrubs 19 Shrubs Bufferyard B — West Park 2 Overstory trees 1 Overstory trees south development West Side, 4 Understory trees 3 Understory trees 260' 4 Shrubs 0 Shrubs 70' distance from development homes to ROW outlot, 66' across ROW outlot Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 33 of 42 The applicant has proposed one tree to be planted in each front yard in accordance with city code. In various locations, this planting space is less than 10 feet in width between driveways. In these sites, it is recommended that ornamental trees be used. PARKS This property is conveniently located within the 1/2-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the 1-mile community park service of the new West Park residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. No additional trail construction is being recommended as a condition of this subdivision. RECONIlVIENDATION Staff recommends adoption of the following motion: 1. REZONING The PlanningGe__ission _eee ff... ends appfeval 0= City Council approves rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development - Residential incorporating the following design standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 34 of 42 sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six plex complexes. • The total number of units for the entire site may not exceed 99 92 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 5. All units shall have access onto an interior private street. 6. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 7. All foundation walls shall be screened by landscaping or retaining walls. 8. All adjoining units must exhibit different exterior design features and color. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 35 of 42 e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. 5. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 6. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 8. Native species shall be incorporated into site landscaping, whenever possible. E Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: f. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; g. Ensure that signs do not create safety hazards; Planning Commission West Park - Planning Case 2017-12 June 20, 2017 Page 36 of 42 It. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; i. Preserve and protect property values; j. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sign Design and Permit Requirements: c. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. d. All signs require a separate sign permit. h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than 'h candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. 2. SUBDIVISION "The PlujiRg GoF&-4ssiea reeom ...,.nds "Y� pfov ' "`"` City Council approves Preliminary Plat approval for West Park Addition, as shown in plans dated received May-18 June 30, 2017 - Planning Case 17-12 - subject to the following conditions: Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 37 of 42 Engineering 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. 3. The t t a drainager 12 shall be.eyised ton fffiftiwAffn of 2% 5. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. 6. The plan shall show EOF locations and elevation for all basins on site. . 8. Top and bottom wall elevations shall be shown on the grading plan. 9. This All retaining walls shall be owned and maintained by a Homeowners Association (HOA). 10. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 11. n t oer- walls h n ffet b taller t. * feet. 13. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City-pFier concurrent to recording the vacation. 14. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 15. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 16. The private sidewalks constructed within city right-of-way require an encroachment agreement. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 38 of 42 17. All private streets will be owned and maintained by a Homeowners Association. :.meal ettfves irAe the profile 19. The appheant shall ineiude 1. horizontal .d:,...«. c e-t tabulation f .. all stFeet in the plansprior to final plat. 20. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. ,Bleek 2 eftheYa St......, ate Read at a nn degree angle, 22. The net SWMP Fee due at the time of final plat of the northern parcel is $59,997.66 $53,237.19. 23. The net SWMP Fee due at the time of final plat of the southern parcel is $20,�Qv'99 $17,651.42. 24. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 25. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. 26. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 27. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. 28. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. PARK AND TRAIL CONDITIONS OF APPROVAL 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 39 of 42 Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 2. (82 units x $3,800 each). 3. SITE PLAN "The P;,Affis GeffnFAssiea ram; .,,e..a�-•", a City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received May 18 June 30, 2017 — Planning Case 17-12 - subject to the following conditions: Engineering The Engineering Department recommends approval of the final plat subject to the following conditions: 1. The applicant shall submit the full SWPPP document to the City for review prior to grading on site. 2. The plans shall identify theintended c a QBnSEFdL4i8 . 3. No parking signage shall be installed at all turnarounds to keep them open for public safety access. 4. The plan shall be adjusted to pfwide seffieient length of f8admlay for- Lot 6, Bleek 7 to Pam effte their stFeet ftem their driveway. 5. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 6. The parking !at near- Week 13 must be Fevised to ha*e 9 feet wide sWls, even at theif oft: 7. AAI par4ing lots shall be revised to pfevide a 26 feet drive aisle and 18 feet-��- 8. The par4ing !at eff Stenegme Read shall be reNised to previde a ! 0 feet by 26 feet 9. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 10. All sidewalks internal to the site shall be owned and maintained by the HOA. 11. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 40 of 42 12. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. eliminate the nee— for SAN M44 7. 14. The applicant shall revise plans to call out the size of proposed water main. ! 5. A gate valve shaH be added to the plan between Blook 5 and 8- p�er- to eefiStM668R. 17. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 18. r•shallFeN.., b 'sed to _ .,11� 1. 15 • - h diameter r ffinififfitim size allowed for ease of fiwdFe inaifftenanee. 19. Stormwater pipe within the development shall be privately owned and maintained. 20. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 21. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 22. The applicant must obtain a permit from RPBCWD prior to grading the site. 23. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. 24. The proposed development will exceed 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). 25. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). 26. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). 27. The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 41 of 42 Building Conditions: 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 6. A final grading plan and geotechnical (soils evaluation) report must be submitted to the hispections Division before permits will be issued. 7. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. 3. Prior to combustible construction fire hydrants shall be made serviceable. 4. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 42 of 42 5. Relocate the fire hydrant on Stonegate road eighty (80) feet to the west. (At the intersection of Stonegate and Stonegate) 6. On Eagle View Road add a fire hydrant between block 5 and block 6. 7. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. Plannine 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements" 4. VARIANCE "The Planning Commission recommends the City Council approve variance request #17-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received May 18 June 30, 2017 with the following condition: 1. Approval of the Variance is contingent upon approval of the Site Plan and Subdivision applications Planning Case 17-12." ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Affidavit of Mailing of Public Hearing Notice. 4. Letter from Watershed dated May 26, 2017. 5. Letter from MnDOT dated June 6, 2017. 6. Letter from Carver County Public Works dated June 6, 2017. 7. Cross Sections. 8. Preliminary Plat Submittal. g:\plan\2017 planning cases\17-12 west park - pulte (klingelhutz)\staff reporLdm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of West Park for the following: 1. Rezoning to Planned Unit Development -Residential: West Park from Single Family Residential and Planned Unit Development — Mixed Use to Planned Unit Development —Residential and adopt standards for the development. 2. Variance to allow a reduced PUD parameter setback. 3. Subdivision/Preliminary Plat: to subdivide 9.8 acres into 82 lots and 8 outlots. 4. Site Plans: for the construction of 82 townhouses. On June 20, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Pulte Homes to rezone property to Planned Unit Development, Preliminary Plat and Site Plan review with a variance (Planning Case 2017-12). The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. 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 Single Family Residential and Planned Unit Development - Mixed Use, PUD-Mixed Use. 2. The property is guided in the Land Use Plan for Residential Low Density (1.2-4 Units per Acre), Residential Medium Density (4-8 Units per Acre) and Mixed Use. 3. The legal description of the property is shown on the attached Exhibit A. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. e) The proposed use can be accommodated with existing public services and will not overburden the city s service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. 5. 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. 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; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 6. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) Consistency 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) Consistency with this division. c) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d) Creation of 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) Creation of 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. 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) Protection of 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. Sec. 20-58. - General conditions for granting a variance A variance may be granted if all of the following criteria are met: (a) Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. (b) When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. (c) That the purpose of the variation is not based upon economic considerations alone. (d) The plight of the landowner is due to circumstances unique to the property not created by the landowner. (e) The variance, if granted, will not alter the essential character of the locality. (f) Variances shall be granted for earth -sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. 7. The planning report #2017-12, dated June 20, 2017, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, to Planned Unit Development, Preliminary Plat for West Park, Site Plan for the construction of 82 townhouses with a setback variance for the construction of 82 townhouses. ADOPTED by the Chanhassen Planning Commission this 2& day of June, 2017. CHANHASSEN PLANNING COMMISSION I -VA Its Chairman Legal Description North Parcel Parcel 1 Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an are length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2 Lot 1, Block 1, Gateway North, Carver County, Minnesota. South Parcel Parcel 3 Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4 Outlot A, Gateway North, Carver County, Minnesota. Abstract 14-iz COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 1 Fax: (952) 227-1110 0 APPLICATION FOR DEVELOPMENT REVIEW Q Submittal Date: .S'(r%-( PC Date: G-Z0-17 CC Date. 7-Jo-iZ 60-Day Review Date. Section 1: Application Type (check all tha7apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ................... ......$600 Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Create 3 lots or less ..... ................................... $300 Q Create over 3lots ....................... $600+$15? ❑ Conditional Use Permit (CUP) (17L lots) 7.rt ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) ............... ................... $300 ❑ All Others......................................................... $425 ❑ Consolidate Lots .............................................. $150 ❑ Lot Line Adjustment .........................................$ ❑ Interim Use Permit (IUP) ❑o Final Plat.......................................................... ❑ In conjunction With Single -Family Residence.. $325 (Includes S450 escrow for attorney costs)' ❑ All Others......................................................... $425 'Additional escrow may be required for other applications through the development contract. ❑� Rezoning (REZ) Planned Unit Development (PUD) .................. 75 Vacation of Easements/Right-of-way (VAC)....... 300 ❑ Minor Amendment to existing PUD................. $100 (Additional recording fees may apply) ❑ All Others.........................................................$500 ❑ ..............$200 Variance (VAR) ...................................... ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 $275 ❑ Administrative .................................................. $100 ❑ All Others....................................................... ❑ Commercial/Industrial Districts* ...................... $500 ❑ Zoning Appeal...................................................... $100 Plus $10 per 1,000 square feel of building area: ( thousand square feet) ❑ Zoning Ordinance Amendment (ZOA)................. $500 'Include number of exisling employees: 'Include number of new employees' NOTE: When multiple applications are processed concurrently, Residential Districts ........................................ 500 The —appropriate fee shall be charged for each application. Plus $5 per dwelling unit (gz units) f.'�o ❑✓ Notification Sign (City to install and remove).....................................................................................................................�� ❑✓ Property Owners' List within 500' (City to generate after preapplicatim meeting) ............(addre55es) ."' $3 per addrm © Escrow for Recording Documents (check all that apply)...................................................................... $90 per docu(mPk El Conditional Use Permit ❑ Interim Use Permit❑ Site Plan Agreement W ❑ Vacation ❑ Variance ❑ Wetland Alteration Permlt ❑ Metes & Bounds Subdivision (3 docs.) Z Easements( easements) TOTAL FEE: l`i`t 73 Section 2: Required Information Description of Proposal: Property Address or Location: PIY P�4�f6otfli1 SfTlj' I/ zdK.tw"/APu Parcel #: Legal Description: %i Total Acreage: 1.7 Wetlands Present? Present Zoning: Select One KA Present Land Use Designation: Select One Existing Use of Property: UNC74 l�u/bM, �i[ oI bj ❑ Check box is separate narrative is attached []Yes [2 No Requested Zoning: Select One Requested Land use Designation: Select One CHANHASSEN NANNINGi0EPr Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, 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. If 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 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: _La- h(yfff Contact: JAIIJJAi Address: 756p oi(f / &i f CA Si.r vf pB 3Phone: _ /ii-Zv-9- 672-L City/State/Zip: _ fit O 1%NAtf N Sf3tY Cell: 276- 65-0 � pp Email:- Fax: Signature: Date: PROPERTY OWN R: In signing this application, I, 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 certify that the information and exhibits submitted are true and correct. Name: _13r a i Y1 (rA a e (In a tZ Contact: Address: _ ii Y&C' Phone: 7 -7 C F/ City/State/Zip: ra16 ei4; i ✓ A,' s 5 3 K 7 Cell: 41) W 3 --5 7 c, -7 Email: E k('., 4,z j rL gg V✓}(Lvc- iyrti Fax: `l )-- `f Y2 ' 17T S r Signature: 4— Date: % This application must be completed in full and must be accompanied by all information and plans required by 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 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. PROJECT ENGINEER (if applicable) Name: Contact: 4hr /44f641 Address: Z-35 AM 401— 310 Phone: 4(L-767 %731 City/State/Zip: %i/.�a/[AiCLIJ� /1✓ 5-51VS Cell: Email: _ /I{Ar4Wc' IIUJ-/AIL..co Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy 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 (required). SAVE FORM PRNIT FORM sUBMm FORM "WESTPARK" APPLICATION FOR: REZONING (PUD), SITE PLAN REVIEW, SUBDIVISION, VACATION CHANHASSEN, MINNESOTA May 19, 2017 Introduction Pulte Homes of Minnesota ("Pulte") is pleased to be submitting this application for rezoning (PUD), site plan review, subdivision, and vacation. Pulte's company vision is "Building Consumer Inspired Homes and Communities to Make Lives Better". We are nationwide company with a corporate office in Atlanta, Georgia. We currently operate under three distinct brands of homebuilding throughout the country: Pulte Homes, Centex Homes, and Del Webb. Pulte's Minnesota Division has an office in Eden Prairie and will sell approximately 500 homes in the Twin Cities in 2017. We take pride in offering very popular floor plans, creating innovative neighborhoods, and working with integrity. Pulte will act as both developer of the property and builder of the homes within West Park. The primary contact for Pulte is: Paul Heuer, Director of Land Planning & Entitlement 7500 Office Ridge Circle, Suite 325 Eden Prairie, MN 55344 952-229-0722 Paul. Heuer(cb PulteGrouo.com The owners of the properties are: Brian and LouAnn Klingelhutz 8860 Klein Drive Waconia, MN 55387 612-508-9707 bklingel hutz(a)vahoo.com Necon Enterprises, LLC Neil Klingelhutz 9731 Meadowlark Lane Chanhassen, MN 55317 612-685-5580 KI i n g e l h u tz 3 (d)m sn . com CIryOFCHgryyASSEr: RECEIVED MAY 1 u 2017 cH *A pMii'llililK+OEPY We Build Consumer Inspired Homes and Communities to Make Lives Better Legal Description North Parcel Parcel 1 Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centedine along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2 Lot 1, Block 1, Gateway North, Carver County, Minnesota. South Parcel Parcel 3 Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4 Outlot A, Gateway North, Carver County, Minnesota. Abstract The Properties The West Park properties are generally located in the northwest quadrant of State Highway 212 and State Highway 101. The "north property" (8601 Waters Edge Drive) lies north of Lake Susan Drive and east of Waters Edge Drive. The "south property" (781 Lake Susan Drive) lies south of Lake Susan Drive and immediately west of the existing Chanhassen Gateway Place apartment building. Both properties were included in a larger Planned Unit Development that was previously approved by the City. Site Attributes & Constraints The properties are located in what may be seen as a transition zone. Single family properties lie to the north and west of the properties. An apartment building lies to the south and east. East of the north property lies heavily travelled Trunk Highway (TH) 101. The properties are exposed to significant noise from traffic on TH 212 and TH 101. However, they also have convenient access these major roads. Due to these attributes and constraints, the subject properties are well suited for a housing product with a density between single family homes and apartments. The properties are within moderate walking distance of retail uses to the south, Southwest Village transit station to the south, and Chanhassen Hills Park to the southwest. Trails and sidewalks are currently in place along public roads and easements to accommodate these pedestrian movements. Zoning & Guidance The north property is guided in the 2030 Land Use Plan as three different uses: Residential Low Density, Residential Medium Density, and Mixed. The south property is guided Mixed. Below is a table showing the total number of units allowed by the Land Use Plan and the total number of units proposed on the properties. In summary, the total number of units allowed is 100 and the total number of units proposed is 82 (18% less than allowed). TOTAL UNITS ALLOWED BY CURRENT ZONING „ Gross Wetland Net Net Res. Property Zoning Area Area Area Density Units North of lake Susan Drive Residential Low Density 4.942 0 4.942 4 20 Residential Medium Density 2.057 0 2.057 8 16 Residential High Density/Mixed Use 1.133 0 1.133 16 18 South of Lake Susan Drive (after vacation) Residential High Density/Mixed Use 2.827 0 2.827 16 45 otal Units Allowed by Current Zoning 10.959 0 10.959 99.6 TOTAL UNITS PROPOSED Gross Wetland Net Net Res. Property Zoning Area Area Area Density Units North of Lake Susan Drive 64 South of Lake Susan Drive 18 Total Units Proposed 92 See the City staff report for more details regarding land use and zoning. Neighborhood Vision Our vision for West Park focused on the following: 1. Aooeal to a neglected segment of the home buying public — The cost of new homes has increased dramatically in recent years due to our State energy code and other factors. More and more Minnesotans are being priced out of homeownership. We plan to construct townhomes that are comfortable in size and in an attractive neighborhood, yet affordable to many first time home buyers and people who prefer association maintained homes and yards. See "The Homes" section of this narrative for more details on the homes. 2. Showcase access to local amenities — As we set upon the task of creating a new neighborhood, it was important to us to make maximum use of the positive attributes of the properties. The properties are within a moderate walking distance from retail uses to the south, the Southwest Village transit station to the south, and Chanhassen Hills Park to the southwest. We are planning to construct the necessary trails and sidewalks connections within the new neighborhood to accommodate convenient pedestrian movements to these local amenities. 3. Attractive neighborhood plan and architecture — It is important to us that our neighborhoods are attractive and live well. See the next section of this narrative for many details on our upgraded architecture and how we created a sense of place in the new neighborhood. In addition, the architecture and floor plans of our homes contain many unique features that have been well received by the public. Key Facts • PID 252930010 and 250242420 • Existing zoning = RSF Single Family Residential and PUDR Planned Unit Development/Residential District • Proposed zoning = PUDR • 2030 Land Use = Residential Low Density, Residential Medium Density, and Mixed • 82 homes • Gross area is = 10.96 acres (including ROW vacation) • Net area is 10.96 acres • Gross density is 7.48 units/acre; net density is 7.48 unitstacre Introducing Our New Neighborhood The Homes Pulte Homes is known for the extraordinary steps that we take to ensure that we are designing and building homes that meet the needs and desires of home buyers. We continually reach out to the public and Pulte homeowners to get feedback to improve our home designs. It is what we call Life Tested®. We actually build prototypical rooms and homes in warehouses across the country and pay members of the public to walk through and provide written feedback on the homes. Through this intensive process, we have conceived of and incorporated many innovative features such as the Pulte Planning Center, the Everyday Entry, Super Laundry, Oversized Pantry, and the Owner's Retreat. This exhaustive process has played a major part in Pulte's success in "Building Consumer Inspired Homes and Communities to Make Lives Better". This location is ideally suited for multifamily housing. Access to Trunk Highway 101 and Trunk Highway 212 is very convenient. Nearby amenities include retail, the Southwest Village transit station, and a number of nearby parks and open space areas. We will be building two story townhomes in West Park which will provide association maintained lawn, snow, and building exterior maintenance (see elevations and exhibits). This type of home appeals to many singles and first time home buying families. Homes will start at approximately 1,850 square feet of finished living space. Above the second floor, a half story can be finished as a bonus room, resulting in additional potential living space. We also offer a unique option for a roof top terrace over the back of the homes. We anticipate the townhome prices to range from the mid-$200k's to the mid-$300k's. The number of units within each building will vary from four to six. Every home will have a two car garage with space in the driveway for two additional cars. We have also added a sufficient number of guest parking lots throughout the neighborhood. Architecture We have placed considerable effort on the architecture of the homes. Front facades are individualized and stylized with varying windows, gables, shutters, materials, dormers, and roof lines (see elevations and exhibits). In particular, the use of stone, shakes, and banding boards serve as strong accents. Sides of the buildings present a variety of roof lines, siding materials, and colors. Rears of the buildings present a similar combination of interesting and varied features. The rooftop terrace option will provide additional visual variation for the rear elevations. In addition to these primary architectural features, it is important to note the following additional architectural details which together will result in a very attractive and well planned neighborhood: 1. Color palette - We will predesign color palette combinations for each home and preset the locations of each color package. For instance, we will create between 12 and 15 separate color palette combinations and decide in advance the location of each palette combination. By designing the neighborhood in this way, we can be assured that the finished neighborhood will be attractive, varied, and will have no repeating color palettes in close proximity. 2. Different door colors — As part of the color palette combinations, each unit will have different colored front doors. 3. Garage doors — We have chosen to upgrade all garage doors to a decorative and windowed garage door (see photo) Innovative Neighborhood Design Pulte Homes is known for the extraordinary steps that we take to ensure that we are designing and building homes that meet the needs and desires of home buyers. We also focus intently on designing neighborhoods that are beautiful and pleasant to live in. After many iterations, we are very pleased with the outcome of the neighborhood design. Following are some of the intentional design details of West Park: 1. Access — We utilized both the north and south parts of the existing access off of Lake Susan Drive. 2. Varied views from the perimeter — The public impression of the new neighborhood will be formed primarily by the views from Trunk Highway 101. We ensured that the view from Trunk Highway 101 will have a variety of building facades, orientations of buildings, and views of open space. There is a large amount of open space from the intersection of Trunk Highway 101 and Lake Susan Drive. 3. View corridors — While driving through the neighborhood, drivers will have view corridors at key locations which add pleasant views and create a feeling of spaciousness. 4. Private traits/walks — As mentioned earlier, this new neighborhood is within walking distance of retail, the Southwest Village transit station, and Chanhassen Hills Park. In addition, City trails exist along Waters Edge Drive, Lake Susan Drive, and Trunk Highway 101. We have created a private trail/walk system within the new neighborhood to conveniently direct homeowners to these trails as well as to provide a pleasant walk around the proposed pond on the north property. From our experience, homeowners of all demographic groups appreciate walking trails/walks. 5. Social gathering place — We believe that many of the buyers in this neighborhood would appreciate having a private social gathering place. In response, we have created a fire pit with Adirondack chairs overlooking the pond on the north property. We anticipate that this homeowner's association amenity will become a focal point of the neighborhood. 6. Benches — We have added benches along the pond to provide quiet sitting areas. 7. Site architectural features— We have placed additional effort on creating a "brand" or "theme" for the neighborhood. Such efforts can raise the distinctiveness and attractiveness of a neighborhood. We will be placing decorative stone columnstpillars and entrance monuments at key visible locations (see exhibits). We will have matching stone on the following elements within the neighborhood: buildings, decorative columns, entrance monuments, fire pit, and mailbox banks. These architectural elements and continuity will nicely "brand" the neighborhood. 8. Landscaping — Our landscape plan carefully considers the need for buffering in key locations. The plan also creates a pleasant open space area around the pond on the north property. 9. Storm water reuse — Conditions exist on the north property for us to reuse storm water as a source for irrigation water. We will construct a reuse irrigation system that will be owned and maintained by the homeowners association. Parks & Trails The City Comprehensive Plan does not identify a public park in this area. Park dedication for the new neighborhood will be satisfied by park dedication fees. Infrastructure As an infill development, public infrastructure is available at or near the perimeter of the property in multiple locations. Access to the north property will be primarily from the preset location off of Lake Susan Drive. An alternate access point has been provided off of Waters Edge Drive. Access to the south property will be from the existing Gateway Apartments access off Lake Susan Drive. This entrance will be reconfigured in order to provide attractive and functional separate entrances for Park West and the Gateway Apartments. The north property will be served by sanitary sewer from an existing stub off Lake Susan Drive. The south property will be served by the existing trunk line running west of the property. The north property will be served by water main connections in the northeast comer (Waters Edge Drive) and the southwest corner (Lake Susan Drive). The south property will be served by an existing trunk line running west of the property. A new storm water pond will be constructed along the east edge of the north property. Storm water reuse will be utilized on the north property, supplying the irrigation system with water. An existing storm water pond on the south property will be adapted to serve the south property. Soils on the south property will enable the use of infiltration strategies to satisfy storm water regulations. Shoreland District The northern half of the north property lies within the shoreland district for Lake Susan. The purpose of shoreland district requirements is to protect the quality of nearby surface waters (in this case, Lake Susan). City ordinance requires that at least 50% of the area within the shoreland district must be open space for PUD zoning. We have included in our package an exhibit demonstrating that we meet this requirement. Open space will be owned and maintained perpetually by the homeowners association. Phasing & Schedule Following is a summary of our preliminary schedule for development: June 20, 2017 Planning Commission potentially recommends approval July 10, 2017 City Council potentially approves pre plat for all and final plat for north Summer/fall 2017 Site development work on north property January 2018 Begin selling homes on north property Spring 2018 City Council approves final plat for south property Summer/fall 2018 Site development of south property 2021 All homes built We anticipate developing West Park in two construction phases as outlined in the above schedule. Most likely, grading of both phases will be completed with Phase 1. Vacation of Existing ROW/Easements The historical alignment of Trunk Highway 101 ran north/south through the west part of the properties. A remnant section of old right-of-way lies immediately to the west of the southern property. In conjunction with development of the southern property, it can be desirable to "clean up" some of these historical remnants. Therefore, we are submitting a petition to vacate existing right-of-way and easements in order to more efficiently utilize the land. See attached exhibits illustrating this vacation. This submittal includes: • Application fees totaling $4,973 • Application for rezoning (PUD), site plan review, subdivision, and vacation • Mailing labels (2 sets) • This narrative with legal descriptions of existing properties • Exhibits • Preliminary plans for the south property • Preliminary and final plans for the north property • Materials board • Geotechnical report pulte Exhibits - Table of Contents • Example photos of home elevations • Photo of upgraded garage door • Elevations of homes • Example color palette from a similar neighborhood • Example color packages from a similar neighborhood • Example color blocking key for color packages • Preliminary foundation landscaping plan • Vacation exhibits • MVEC lighting and photometric plan • Shoreland district open space exhibit 1 We Build Consumer Inspired Homes and Communities to Make Lives Better Example Photos of Elevations E Example Photos of Elevations ]XI I 111 Example Photos of Elevations Upgraded Garage Door oil UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 palte. �a .111 q i� MIr ilr:�hlaLli�; UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 Example Color Palette from a Similar Neighborhood Camelot Nina -6300 - TCG 3 - Two Story Plymouth, MN 55446 Updated TLa 1 Tmvnemn.. in to i AREA-C WINDOWS GARAGE DOOR MASONRY MORTAR SHINGLES Job No. Address Bldg N Lot M Blk N Garage EP VINYL EP VINYL Mid America Front Door Simonton Clopay Environmental Storrs Cerlainlaed AL4 -,_, - -- While Aspen White Extra White SW Carbon Greystona Black of Night White White Rustic Black 10000-10103 1 Left 7006 SW6993 White Aspen While Extra White SW Honey Oak Pead Sealskin SW7675 While White Rustic Black 10000-10203 1 2 3 Right 7006 Tuscan LedgeCreek Gray White Alen White Extra White SW Slate White Black Jubilee SW6248 White White Rustic Black 70000-1 W03 3 Right p 7006 Nickle Creak While Aspen While Extra White SW Clay Bone Black Bitter Chocolate White White Rustic Black 10000-10403 4 Left 7006 SW6013 White Aspen White Extra White SW Expresso Mocha Black Roockwood Red SW White White LEE 10000-10503 5 Ri hl 7006 2802 While Aspen White Extra White SW Lighthouse Bona Iron Ora SW7069 White White Rustic Black 20000-20104 2 1 4 Leh 7006 Red Tuscan Letlge- Nickle Creek Gray y 20000-20204 2 Right White Aspen White Extra White SW 7W6 Canyon Gay Black Tdcom Black SW6258 White White Rustic Black While Aspen While Extra White SW Slate While Black Jubilee SW6248 While White Rustic Black 20000-20304 3 Left 7006 While Aspen White Extra White SW Graphite Drifhvootl Black Pussywillpw White White Rustic Black 20000-20404 4 Right 7006 SW7643 While White Aspen White Extra White SW Clay Bone Bitter Chocolate White White Rustic Black 30000-30105 1 Left SW6013 While Aspen White Extra While SW Oceanside Dhflwood Bieck Gale Force SW7605 While White Rustic Black 30000-30205 3 2 5 Ri hl 7006 Tuscan Letlge- Nickle Creak Grey While Aspen White Extra While SW Canyon Clay Bieck Tricorn Black While White Rustic Black 30000-30305 3 Left 7006 SW6258 White Aspen While Extra White SW Honey Oak Pearl Black Sealskin SW7fi75 White White Rustic Black 3000030405 4 Ri hi 7006 While Aspen White Extra White SW Expresso Mocha Roockwood Red SW White While Rustic Black 4000040106 1 Left 7008 2802 White Aspen White Extra White SW Indigo Greystons Zircon SW7667 White Rustic Black 4000040206 4 2 8 RI hl 7008 Tuscan Ledge- Gray White Aspen White Extra White SW Graphite Driftwood Black Pmsywlllow While Rustic Black 4000040306 3 RI ht 7006 SW7643 jh Nickle Creek White Aspen White Extra White SW Lighthouse Bone &ack Iron Ore SW7069 White Rustic Black 4000040406 4 Left 7006 RetlWhite Aspen White Extra White SW Hillside Green Rye Mack ThSW76under Grey White Rustic Black 4000040506 5 Ri ht 7006 SW7645 White Aspen While Extra White SW Canyon Clay Tricorn Black White While Rustic Black 50000-5010] 1 Left 7006 SW6258 White Aspen White Whit Extra While SW Oceanside Drritysod Gale Force SW7605 White White Rustic Black 50000-50207 2 Right 7006 White Aspen White Extra While SW Clay Bona Bieck Biter Chocolate While White Rustic Black W000-50307 5 3 7 Left 7006 SW6013 Tuscan Ledge- Nickle Creek Gray While Aspen White Extra While SW Honey Oak Pearl Black Sealskin SW7675 While White Rustic Black 50000-5040] 4 Right 7006 While Aspen White Extra White SW Carton Greyslane Black7006 Black of Night While White Rustic Black 50000-50507 5 Left SW6993 While 1 Aspen White Extra White SW Slate White Black Jubilee SW6248 While White Rustic Black 50000-50607 6 RI ht 7006 M1nneSOta Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 569 Satori Way Lllinun nal Rustic Black Nrea B Slate Shutter Color Black 002 Trim A Extra White SW7OO6 Entry Door Jubilee SW6248 Garage Door White Arca C White Stone Veneer Tuscan Ledge Nickel Creek 3130/17 'Color shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. 02016 Pulte Homes of Minnesota LLC. All rights reserved. BL#BC627273 Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 565 Satori Way Dimensional Rustic Black Area B Espresso Trim :1 Extra White SW7006 Entry Door Rookwood Red SW2802 Garage Door White Area C Mocha Stone Veneer Tuscan Ledge Nickel Creek 3/30/17 'Color shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. 02016 Pulte Homes of Minnesota LLC. All rights reserved. BL#BC627273 Pv-,la 1, te ) Dimensional Rustic Black \ren 11 Hillside Green ( f)lor Black 002 Prim _\ Extra White SW7OO6 Entry Door Thunder Gray SW7645 Garage Door White Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 561 Satori Way Area C Rye Stone Fencer Tuscan Ledge Nickel Creek 3/30/17 'Cola shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. 02016 Pulte Homes of Minnesota LLC. All rights reserved. BUBC627273 Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 557 Satori Way Dimensional Rustic Black \rca 11 Clay "Grim -A Extra White SW7OO6 I:.ntrc Donr Bitter Chocolate S W6O13 Gara��c Dunr White Area C Bone Stonc Veneer Tuscan Ledge Nickel Creek 3/30/17 'Color shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. ©2016 Pulte Homes of Minnesota LLC. All rights reserved. BL#BC627273 _ TRIM- _ REA- wrma..m row. 0 _ HUTfER2- _ DER-E Color blocking key for color packages `Tj F 1W19i DW D.v nm.e: a..nay: Fyn Vec DPE sae: r•�m LEGAL DESCRIPTION FOR VACATION OF DRAINAGE AND UTILITY EASEMENT OVER LOT I. BLOCK I. GATEWAY NORTH All of the drainage and utility easements embraced within Lot I, Block 1, GATEWAY NORTH, as dedicated on the recorded plot thereof, Carver County, Minnesota, recorded as Document Number 451279. 0 30 60 120 SCALE IN FEET DRAINAGE AND UTILITY EASEMENT VACATION EXHIBIT LOT 1, BLOCK 1, GATEWAY NORTH, CARVER COUNTY, MN CHANHASSEN, MINNESOTA Allan Engineering, Inc. 233 Park Ave S. Ste 15 Minneapdis, MN 66< 612.756.WBO "N 612J583W9 F. ..allani-Inc.conn 0 30 60 120 SCALE IN FEET Darren Fe: cxennee.- rmrst oar G'9 N7 Oyer. ey- csm Ve[ OFE Dare. sane: s nrn r•em R N DRP� OR1 2�2 010-� P-4 �LEGAL DESCRIPTION FOR VACATION OF DRAINAGE AND UTILITY EASEMENT OVER LOT 2 BLOCK 2. AND OUTLOT A GATEWAY NORTH All of the drainage and utility easements embraced within Lot 2, Block 2, and Outlot A, GATEWAY NORTH, as dedicated on the recorded plot thereof, Carver County, Minnesota, recorded as Document Number 451279. Reserving the permanent utility easement per Doc. No. 205355 DRAINAGE AND UTILITY EASEMENT VACATION EXHIBIT LOT 2, BLOCK 2, AND OUTLOT A, GATEWAY NORTH, CARVER COUNTY, MN CHANHASSEN. MINNESOTA Allan Engineering, Inc. 233 Park Ave 5. Ste 300 Minneapolis, MN 55415 612.756.3080 N 612.758.3099 F" www.allam-Inc.com 1� 7 P 'WIN 000 WN vlrro r•=W `I `-N. LINE LOT 2, BLOCK 2 ` I '--NW COR. LOT 2, BLOCK 2 -- W'LY EXTENSION OF THE N. LINE OF LOT 2, BLOCK 2 I I I/ L_ PUBLIC HIGHWAY VACATION EXHIBIT CARVER COUNTY CHANHASSEN, MINNESOTA LEGAL DESCRIPTION FOR VACATION OF PUBLIC HIGHWAY All that part of the public highway as dedicated on the plat of GATEWAY NORTH, recorded as Document Number 451279, Carver County, Minnesota, lying southerly of the westerly extension of the north line of Lot 2, Block 2, said plot. 0 30 60 120 SCALE IN FEET Allant Engineedng, Inc. 233 Park Ave S. Ste 300 fiMinneapd5a15is. MN 515 612,7563M MM 612.756,30g9 F- ..allantancso �n,i_ � - � � ,,:_..t-,- ... .fit:• +yd w q f•� hd J 5 r )'rr� Effe 0 5' 10' 20' 150 WATT COLONIAL STREET LIGHT PHOTOMETRIC DRAWING Note: This is a generic representation of a typical fixture. Actual patterns will vary by manufacturer. alues ter rings) L.UV 2.48 2.10 1.72 1.33 0.95 0.57 0.19 HEARTLAND ENGINEERING SERVICES A d(rv(m ofXeuf4adSav4m LLC 4P /o// ,4. N �r earoa '9l/ £5 VS 95 95 cy yb Y y9 0; m 6, 61' 63 bQ � w a 0 W w W 0) Cl W f a 3 1� � 9I\ \` 0 ljl � y / \ P / /LEGEND / ATA N MEAV DI9 CTMII� D 25 50 100 (PRDPDSEDy IMPEFN0.15 wRFALE x® NEi I m1GE („oS.. a 111'SD.44M 1 16olss Cl,,ked 8, +�+ KLINGELHUTZ PROPERTY N... Dram By. Rand D%tDWG a SHORELAND DISTRICT AREA EXHIBIT CHANHASSEN, MINNESOTA xdc 5/16/I7 Alliant Engineenng. Inc. 233 ParkAve I Ste 300 Minneapolis. M N 55415 612.758.3060 NNN 612.756.3M F. ..alliam-Inc.com 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, 2017, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of a Rezoning, Site Plan Review, Subdivision, and Vacation of Rigbt of Way with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for construction of an 82 unit town -home development 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 Subscribed and swornto before me this f day of 2017. Nogry Public Meuwissen, Deputy JENNIFEP ANN POTTEjNta� oFubl'c thnneSo1 ,� �Y� ExPm Notice of Public Hearing ^Ohanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date $ Time: Tuesday, June 20, 2017 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. Rezoning, Site Plan Review, Subdivision, and Vacation of Proposal: Right of Way with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for construction of an 82 unit town -home development. Applicant: Pulte Homes Property Southeast of Waters Edge Drive, west of Great Plains Boulevard, Location: north of Highway 212 and bisected by Lake Susan Drive A location map Is on the reverse side of this notice. 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 What Happens public hearing through the following steps: at the Meeting: 1. 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 Commission discusses the project. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2017-12. If you wish to talk to someone about this project, please contact Sharmeen AIJaff Questions $ by email at saliaffaci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Ran Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Ran Amendments and Code Amendments require a public hearing before the Planning Commission, City ordinances require all property within 500 fast of the subject site to be notified of the application in writing. Any Interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pennant information and a recommendation. These reports are available by request. At the Manning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pad of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Manning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercielbndusidel. • Minnesota State Statute 519.99 requires all applications to he processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a corded for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s), • Because the Planning Commission holds the public hearing, the City Coundl does not. Minutes are taken and any correspondence regarding the application *it be included in the report to the City Council. ti you wish to have something to be Induced in the mood. lease contact the Planning Staff person named on the notification. Date $ Time: Tuesday, June 20, 2017 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of the a enda. Location: City Hall Council Chambers 7700 Market Blvd. Rezoning, Site Plan Review, Subdivision, and Vacation of Proposal: Right of Way with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for construction of an 82 unit town -home development. Applicant: Pulte Homes Property Southeast of Waters Edge Drive, west of Great Plains Boulevard, Location: north of Highway 212 and bisected by Lake Susan Drive A location map Is on the reverse side of this notice. 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 What Happens public hearing through the following steps: at the Meeting: 1. 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 Commission discusses the project. If you want to see the plans before the meeting, please visit the city's projects web page at: www.c!.chanhassen.mn.us/2017-12. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions $ by email at saliaff(o)ci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Ran Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing, Any Interested party is invited to attend the meeting. • Staff prepares a report an the subject application that includes all pertinent information and a recommendation. These epods are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or pertly the Manning Commission's recommendation. Rezonings, land use and code amendments lake a simple majority vote of the City Council except rezonings and land use amendments from residential to commerdalMdustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person washing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Coundl meeting. • A neighborhood spokespersonnepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the protect with any interested person(s). • Because the Manning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. 0 you wish to have something to be included in the report, lease tented the Plannincl Staff person named on the notification. Taxpayer Name Taxpayer Address Taxpayer City -State -Zip ALISSA JOHNSTON 8552 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 ANTHONYJ DUNHAM 8650APPLETREE LN CHANHASSEN, MN 55317-9614 ANTHONY M PAVLOVICH 8640 APPLE TREE LN CHANHASSEN, MN 55317-9614 BARRY S & MICHELLE K ERVIN 8525 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 BERNICE L HUTCHISON 4581 MANITOU RD EXCELSIOR, MN 55331-9558 BRAD H & CAROL M WILLMSEN 8520 WATERS EDGE DR CHANHASSEN, MN 55317-9749 BRIAN & LOUANN KLINGELHUTZ 9731 MEADOWLARK LN CHANHASSEN, MN 55317-8626 BRIAN A & LOU ANN D KLINGELHUTZ 8860 KLEIN DR WACONIA, MN 55387-4566 BRIAN R SCHELLING 8673 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 BRIAN W & KRISTIN A HOULE 880 LAKE SUSAN DR CHANHASSEN, MN 55317-9648 BRYAN J VAN NINGEN 8686 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 CARVER COUNTY 602 4TH ST E CHASKA, MN 55318-2102 CHANHASSEN GATEWAY PLACE LLC PO BOX 30 ALBANY, MN 56307-0010 CHRISTOPHER & DEBORA K HOL 8687 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 COREY A ECKHOFF 8502 WATERS EDGE DR CHANHASSEN, MN 55317-9749 DANIEL M & MELISSA L HERZOG 8790 LAKE SUSAN CT CHANHASSEN, MN 55317-9656 DAVID S & JANICE A LUNDQUIST 8705 MARY JANE CIR CHANHASSEN, MN 55317-9646 DILIP THAKKAR 8635 APPLE TREE LN CHANHASSEN, MN 55317-9614 DONNA MICHELLE JOHNSON 8521 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 ERIC M CHINNOCK 8600 APPLE TREE LN CHANHASSEN, MN 55317-9614 ERICA A BORGEN 8691 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 GARY R SCHULTZ 8507 WATERS EDGE DR CHANHASSEN, MN 55317-9749 GEORGE W & LESLIE GILMAN 16293 CAN DLEWOOD PKWY EDEN PRAIRIE, MN 55347-2201 GREGG R & GERALDINE BARETTE 8695 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 GREGORYJOHN HENKEL 8699 MARY JANE CIR CHANHASSEN, MN 55317-9646 JEFFERY A ROBERTS 8708 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 JEFFREY RAYMOND SICHENEDER 8508 WATERS EDGE DR CHANHASSEN, MN 55317-9749 JOHN S JACOBY REV TRUST 8516 WATERS EDGE DR CHANHASSEN, MN 55317-9749 JORDAN & ANGELA LEMM 861 LAKE SUSAN DR CHANHASSEN, MN 55317-9649 JUDITH A SLACK TRUST 8675 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 JUDSON E & JILL C SNELL 8694 CHANHASSEN HILLS DR N 8520 WATERS EDGE DR 8695 MARY JANE CIR CHANHASSEN, MN 55317-9650 JUSTIN A JACOBSON KATIE E WRIGHT CHANHASSEN, MN 55317-9749 CHANHASSEN, MN 55317-9646 KLINGELHUTZ FARMS LLC 545 LAKE DR APT #205 8630 APPLE TREE LN 8679 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9323 KURT D KLINGELHUTZ CHANHASSEN, MN 55317-9614 KYLE TIDSTROM CHANHASSEN, MN 55317-9651 MARK S & TRACY L KURVERS 8560 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 MATTHEW BECKER 8698 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 MICHAEL B & CATHERINE ANDERSON 8709 MARY JANE CIR CHANHASSEN, MN 55317-9646 MICHAEL K ROSS 8522 WATERS EDGE DR CHANHASSEN, MN 55317- NELIA VON GLAN 8690 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 NORMAN & JACQUELINE ENGEL 8699 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 NORMAN C JR & KIMBERLY GRANT 9021 LAKE RILEY BLVD CHANHASSEN, MN 55317-8650 PAUL M & KATHLEEN S ROTHSTEIN 8610 APPLE TREE LN CHANHASSEN, MN 55317-9614 PHILLIP G SURA 8524 WATERS EDGE DR CHANHASSEN, MN 55317- R STEVEN & MAURA BARNETT 8709 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-8333 RYAN J TRUAX 8517 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 RYAN S PETTINGILL 8702 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 SKIP L ATKINSON 8513 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 SO VAN LY 8509 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 STATE OF MINNESOTA - DOT 395 JOHN IRELAND BLVD 631 TRAN ST PAUL, MN 55155-1801 STEVE J & MARY A PANENO 8564 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 STEVEN A & COLLEEN M SAPP 8669 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 STEVEN J & KIRSTEN STROMSNESS 8526 WATERS EDGE DR CHANHASSEN, MN 55317-9749 TAYLOR D LAWRENCE 8714 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 THOMAS G KELLY 8683 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9651 TIEN HA 8682 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-9650 TIMOTHY M DAVIS 8705 CHANHASSEN HILLS DR N CHANHASSEN, MN 55317-8333 TROY & JENNIFER HOLASEK 8556 CHANHASSEN HILLS DR S CHANHASSEN, MN 55317-8108 US WEST NEW VECTOR GROUP INC PO BOX 2599 OLATHE, KS 66063-0599 WALTER & MARIAN T PAULSON 18528 WATERS EDGE DR CHANHASSEN, MN 55317- AI-Jaff, Sharmeen From: Terry Jeffery <tjeffery@rpbcwd.org> Sent: Friday, May 26, 2017 4:25 PM To: AI-Jaff, Sharmeen; Fauske, Alyson Cc: Smith, Stephanie Subject: West Park Attachments: 2017-038_West Park Review Comments_2017May24.docx Please find attached our preliminary comments on West Park. Feel free to call with questions. Have a fun and safe weekend. Kind regards, Terry - RILEY f� Terry Jeffery, Project and Permit Manager PURGATORY 18681 lake Dr. East BLUFF CREEK Chanhassen, MN 55317 wATtRseeo ersruet 952.807.6985 West Park Review Comments to Applicant 5/25/17 TRJ The RPBCWD received your application and supporting information for the proposed West Lake subdivision and site plan review in Chanhassen on May 19, 2017. The application has been assigned permit number 2017-038. The application is considered complete. This does not constitute an approval. A review of the submitted information has generated the following questions or comments. Many of these items will need to be addressed before a recommendation can be made to the RPBCWD Board of Managers. General Comments The Stormwater Management Hydrologic and Hydraulic Study includes both the northerly and the southerly parcels. However, sheet 7 of 23 indicates that the southern parcel is a future phase. There are no other detailed plans of the southern parcel (grading & drainage, utilities, storm sewer, etc.). If the applicant wishes the southern parcel to be part of this application, additional information will be needed to process and approve this portion of the application. Please note, if it is the applicant's intent to move forward with both parcels included, that permit would only be valid for one year from the date of approval. If this phase is not completed before the permit lapses, a new permit will be needed and the site will need to comply with any new rules in effect at that time. The permit may be extended as allowed for in Rule A, §5 Please indicate your intention for permitting at this time. Because the project will involve 7.6 acres of land -disturbing activity, the project must conform to the requirements in the RPBCWD Erosion and Sediment Control rule (Rule C, Subsection 2.1). To conform to the RPBCWD Rule C the following revisions are needed: C1.The erosion control plan must include the following notes: a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches (8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. C2. All references to four inches (4") of topsoil shall be changed to read six inches (6") of topsoil. Rule C. §3.1.f C3. Include inlet protection for MNDOT culvert under State Highway 101. C4. Provide space for contractor information. It is understood that the contractor is not yet known. C5. Indicate hydromulch or other rapid stabilization technique on the pond slopes above the post grading silt fence. Update BMP quantities as appropriate. Rule C. §3.1.d C6. Modify the "NOTE TO CONTRACTOR" on sheet 9 of 23 to reference the applicable SWPPP. C7. Add maintenance of rock construction entrances to "MIANTENANCE PROGRAM" on sheet 11 of 23. Example: rock construction entrance to be maintained in good working condition, free of ruts and exposed soils likely to result in vehicle tracking or other transport of sediment off the site. Because the project disturbs 7.6 acres, the project must conform to RPBCWD's stormwater management rule as described in Rule J, Subsection 2. To conform to the RPBCWD Rule J the following revisions are needed: J1. The soil boring information provided gives a general indication of the soils expected at the site; however, a soil boring within the footprint of the bottom contour of each proposed BMP and extending at least 3 feet below the bottom of the section of the proposed BMP must be provided. Given the presence of an existing Stormwater BMP where the proposed infiltration basin is to be located, this is obviously problematic. However, the Web Soil Survey indicates the soils to be Hamel loam which is known to have a water table within one (1) foot of the surface. Two of the four borings on the southern parcel indicate an elevated water table. Boring SB2 indicates the water at an elevation of 899.0 feet or within one (1) foot of the bottom of the infiltration basin. Additional supporting materials will be needed to demonstrate the required three (3) foot separation to groundwater from the bottom of the infiltration feature. J2. If a Phase I Environmental Site Assessment was performed please provide the results to determine that there is no likely source of contamination in the proposed infiltration area. J3. Permit applicant must provide a maintenance and inspection plan. The plan must be documented in a form acceptable to the District. A draft maintenance agreement is available on the permits page of the RPBCWD website. (hftp://www.rpbcwd.org/permits/) Review of the additional materials may result in additional comments that will need to be addressed prior to issuing a permit. We will do everything we can to ensure that we move you through the permitting process as quickly as possible. Please contact me or Scott Sobiech (cc'd on this e-mail, 952-832-2755) with any questions or concerns. Thank you, MDEPARTMENT OF TRANSPORTATION June 6, 2017 Sharmeen Al -Jeff Senior Planner, City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: West Park-Pulte Homes MnDOT Review # S17-038 Northwest Quadrant of MN 101 and US 212 Chanhassen, Carver County Control Section 1009 Dear Ms. Al -Jeff: Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 The Minnesota Department of Transportation (MnDOT) has reviewed the site plan for the proposed West Park- Pulte Homes development. Please address the following issues before any further development: Right -of -Way. Please see the attached graphic order for the portion of Lake Susan Drive and MN 101 that was turned back to the City of Chanhassen and Hennepin County. Any pedestrian facilities proposed within MnDOT right-of-way will require a Limited Use Permit (LUP). For questions concerning LUP's, please contact Dan Phelps (651-234-7585 or dan.phelps@state mn.us) . For other questions concerning right-of-way, please contact Doug Nelson (651-234-7583 or douglas.nelson@gtate mn us) in MnDOT Metro District's Right -of -Way Section. Water Resources. A drainage permit required. The proposed ponds along MnDOT right of way will be a component of both Phase 1 and 2. Each phase will require a separate drainage permit if construction for the phase starts after completion of phase one. Please submit the final set of stormsewer plans. The requirements of a drainage permit include, but are not limited to: • The existing drainage paths must be maintained. • There can be no additional discharge rates to MnDOT right of way. • The drainage ponds shall be designed to 100 year-24 hour design events using Aitas 14 distribution. • The proposed ponds adjacent to MnDOT right of way must have one foot of freeboard. Please submit existing and proposed grading and drainage area maps as well as modeling for 2,10, and 100 year events with no increase in discharge rates. For questions concerning these comments, please contact Hailu Shekur (651-234-7521 or hailu_shekur c@state.mn.us) in MnDOT Metro District's Water Resources Section. M equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Noise: MnDOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities having the authority to regulate land use shall take all reasonable measures to prevent the establishment of land use activities, listed in the MPCA's Noise Area Classification (NAC), anywhere that the establishment of the land use would result in immediate violations of established State noise standards. MOOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such developed areas. The project proposer is required to assess the existing noise situation and take the action deemed necessary to minimize the impact to the proposed development from any highway noise. if you have any questions regarding MnDOT's noise policy please contact Natalie Ries in Metro District's Noise and Air Quality Unit at 651-234-7681 or Natalie.Riesna state.mn.us. Permits Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at htti)'//www.dot.smte.mn.us/metro/maigknancetpgrmits.htinI Please include one I 1 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. Please submittsend all permit applications and 11X17plan sets to: rnetroPerFftitaWs.dot(@Oate.mn.us. Review Subrrrittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotCalstate.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: itp'//ftp2 dot state ran us/pub/incominglMetroWatersEdee/Plannine Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotnastate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7794. Sincerely, Tod Sherman Planning Director Copy sent via F Mail: Nancy Jacobson, Design Natalie Ries, Noise and Air Hailu Shekur, Water Resources Martin Kors, Water Resources Merlin Kent, Traffic Doug Nelson, Right -of -Way Dan Phelps, Right -of -Way Buck Craig, Permits Bruce Wetherbee, Surveys Diane Langenbach, Area Engineer Luke Kranz, Carver County Surveys Russell Owen, Metropolitan Council Pg 1/1 - UUMM1]]IUNLK'J UNULK MAY �x.ris e� r w xiwr io.a�iia �n`wi..." m vi un mi�ri :ic Carver County Puffix WAs aerom„ 11360xtgfnvay 212 Opera1iow Suite I O Wa- <p&-vy Cafagn4 XX 55322-M6 ¢ars Tfimw(952)466.5200 'FdX(952)466-5223 June 9, 2017 City of Chanhassen c/o Sharmeen AI-Jaff Re: Development Review Comments: West Park Plat and PUD — Lake Susan Drive—CSAH 101 (Great Plains Blvd) in and around TH 212 Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval as requirements for the subject development and any necessary permits to be issued for the project: 1. It appears the subject plat and PUD have limited impact to County highways and other related County facilities. CSAH 101 (Great Plains Blvd) and related rights of way appear to be established and in reasonable form and capacity to support the subject development. The existing traffic signal at CR 101 / TH212 / Lake Susan Drive is a positive traffic control device in place to support this and other development. 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: (httr)://www.co.carver.mn.Lis/how-do-i/ar)ply-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 remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick co.carver.mn.us or by phone at (952) 466-5208. Sincerely. Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works cc: Chad Braun (TE / Permits) R:\Program Delivery\Transportation\Development Review\2017\ ® WEST PARK SECTION CUT A -A! 0 CHANHASSEN.MN wLLIwwt �..r Eo.n .-........ w@ PARK SECTION CUT B-B' WEST PARK CHANHASSEN, MINNESOTA Y lL.lPlll I tY(AC Nmrou6Le SHEET INDEX NO. COVERSHEET I EXISTMOCONDITIONSSURVEY 2.3 PRELIMINARYPLAT 66 SITEPLAN 7.9 ORADINGANDDRAINAOEPLAN 1&12 GRADBIOPROPILES ILI9 EROSION AND SEDIM OFTCONTROLPLAN 10.1T EROSION AND SEDIMENTCONTROLNOTESANDDETAMS IB "LITY PLAN IW21 TREE CANOPY COVERAGE PLAN 22 TREE INVENTORY AND PRESERVATION PIAN 23 LANDSCAPEANDREFORESTATION PLAN 2L26 LANDSCAPE SCHEDULE, NOTES AND DETAILS 29 LANDSCAPE DETAILS 28 PARKING EXHIBIT 29 9GJE N iQt DEVELOPER PULTE HUN 75M OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 553M PH: 952-988-82N CONTACT: PAM HEUER EM: Pw1.Heum(g�PPReGmup.vrom CONSULTANT ALLIANT ENGINEERING. INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS. MN 5N15 PH: 612-758-3080 FX: 612-058-3," ENGINEER MARKRAUSCH LICENSE NO. 43480 EM: mm chyellmnt-imx= SYII;�'/�C9Js7 DENNIS B. OLMSTEAD LICENSENO. IM25 EM: dohMwd@ellimbinc.rom LANDSCAPE ARCHITECT MARK KRONBBCK LICENSE NO. 26222 eM: mkmnhmL®JLmt-ilrc.<om CITYOFCHANHASSEN RECEIVED MAY 18 201 CHANHASSEN RANWiNGDENi 'A ALLIA IN LIB PNIIAw B,8N 8W MlmvpWk MN lMt6 81LiBAB9W wx el:9M.BR9 .. wwN',JWIeMc.wli 1 n 1 of 29 LEGAL DESCRIPTION VICINRY MAP -.wrro acw[ T N LEGEND war BEARING ROTATION DETAIL..,, cue ]XI PoM1 Pv. B.9u 800 4r.u..yar �rpa...r.r. MN�ryb.MN lbm 1f21Y.T.B] iw mM•. ALLIANT ez meawl w .� YtleMlrc.wm y�.,, ... .. EXISTING CONDITIONS SURVEY PULTE HOMES OF MINNESOTA mm BBrwTMANa e�w.um reoa m� � wsw olive CWWYASBEN. MN X111 OP1VE ,,;�' - r � it ... ._, —.. rr•p .�. ._a r9n �� '. \ py E! •" ; �•• •tlY ._-- p .. �• ��_ �� B-RINOROTAlM DETAIL -Norm sale ' L------- 1 .~ —•�.M `!_ Vie: to . �%' S":.A.• _. �=qua .,. e � . �..� ..,.4, m J O' . _ p"� .f/f✓ g ' / ✓� >' ® Mnnue0o 6MN 65i15 � m' P• �:x�w r • y N ♦ ^ M Y' 'r.P I q' n B12.151R r21 —Mi 6 - a•s Cap J ^.156.YPo ru . 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Pa tm A. n aAWAT rw,Mm1n c.� 'uai�m.ar xom M. wu u m wrmTT �TTA ALLIA T .PMPre S.SWM B",Poll( MN SM15 612 )59bW w .m 7 of 23 F E (13ONtld H1tlON) NV1d 311S =(€_ 1V111NBOS IVId AWYNIW113Ud Y1)` E yry qi � 053NX111 'N355YXXYNJ J g F; R �{ s 6 6[ NVVd 1S3M Nil z li WYI i i J i I 2 I� ( / WPTER z 1 y / 3 „0 0 [[4E W [Qi FK [.14Ypi 1 I I Y•o �r Werw wR nwm [Immc vWwlwr �� : ln\ . DM[InYR MI[ pC \ \ \ Y w[ mlozrz Honer \ \ �i LEGEND. POw. ALL IA NT MP Aw5,SleW MI�nN[Olb. MN RC[5 6121583W0 w.w 612FA.3Wd w '.mw.alllenl-Inc.com 9 9 of 23 WATERS EOOE DRIVE GRADING LEGEND R.R Wu R AT b __ __ , ,......�. _ EN`M DHLV FDR^E" APR 0t (]� �SSPJG'110 R .W W 1N � CN`Oa F GRADING NOTES: �a r a roar vm ww n uwmm rmr a vuu n�ru u wm.� un rvn I STATE HIGHWAY 101 INFILTRATION BASIN NOTES HOLD DOWN DETAILS ALLIANT PJ3 PerMAva MNN.11550160 MNneepolb, 5 612, Z 812.SB0 mr 16B 9L98 ru rvrm'.elllanlAn[mm 10 ..ar 10 Ri 29 TRI!AY. MEN A110 e� /' V �jIC`• �� M ' �i �ar.i STATE HIGHWAY 101 GRADING LEGEND: . w• r"" r.ua®.rn oevin. M • TTEY G1p eW,e 0 ALLIANT zsJ Farx Are s, su Xo Mlnreepplb,MN 55015 81Y ]SB ]OB] v 61 R.]SB.]WB w www elllenl-Inc m'n J w u x F¢ O z J z k 5 a m na 0 Z_ 5 g a C a o z i Ur q f u i uun .nuw'c[/cm'ewl wen rm nr. 11 11029 �= PFi6 \MxNPF°" a M w n NOt GRADING LEGEND: ' WATERS EDGE DRIVE ..o.o:Eo roman �� wm .i. H e � a ciar mR ,o wwx. axmml l W.a �i , i$ wrP r� W°ra4r�,n S9 \P of s .00 09 asm�(y \ kp _ _ _ +iiiJiJ::'i':i ✓ SECTON A -A a ROCK WEEPER (NTS): a INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) P ALLIANT ]9 Park Are 6.61e 3W Mlnneapol'u, MN SX15 6f Y.i56.�6 w 12 xn 12 029 N (130Htld H1HON) S311d0Hd ONI0tltl0 Q Z. - O fig 1tl111W9fIS ltlld AtltlNlW113tld e a ggg ii Y1053MNIN N355YHHYH] .lA NWd 1S3M I e s m m P m a m g m ILI BE i 8A I taawc ass) f-x f fill wrr Tn9 I 1 tll a W ^I � I I 2 1 0 Y N W i§F: u9 8 s'A^8A eew nnVIN -- m egt� a m r -- a m a m ILI m w o s o -- wmm m ru gram m a m m rn m m 8 N (133UVd H100S) S311AONd Mom Z: 1V111W6f1S 1Vld kuvNmn3Md �.\ Q s 98 A vix3NNlM 'H3MHWHa Mtltld ISM {;cixS a W W W 6$ m m 6� w �88 SSG CIS > c3 8: SOP ='Ea eaca.. ¢SS^` wes Q W Z y i (CAK YLS) a _ fiVIoMy V fi ® p�E ��MryetPP.1oW Moy P MR! TPE VICINITY MAP 0 ALL IA IN RPM AYa S,5R9W fl2l ,. MN 9A15 814.]]9.]OWJ ruw 8121Y.]UA w w..w..w.rtu.[.wrrr LEGEND: NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: ACTIVE SWPPP SCHEDULE m ®wwr,r u'rwrrtnwx wi®rrt f r _ vxr.rw.nu uwxra µ rr.r..r xmum.ir + ® rr �.M[Nw. ,.[[�Rri.rrvRry[�, aM.fP'4a wwr muM _________gym mr ywwr wior wxx [rMfoWNra run awrcv wrur.cvAt [a,mcr.ar- r wM,rz. +1P[R k Lilr rrY PX Sf�R sx rwv n. rryprr w[ wa.nr xnnrruu a WYrcN M uvwn n[ wn w.uw' m-. r. mtnrt M v ,rnu uwRt u¢.vwt nwr mt av, .x[ armr, 91111IR �� T M a r,m,wrrt r[awfurt, m m[ ¢.w urun mnx.[M.w .u+mn sax nru[v[n _ xx Q - xrrr v. x� 0 x uvNYw,l /mnw.i r, �m.a n M nrax w[ uvn mr[rnrcnw mnwr,ge uq [n',aYMr. M,rui.Yo wun t rxerriu rnr [w¢r xo uNn 6i Id2 -. rwinrrs ru ro Rur u wrtrnn um _ 'uv VP' WP[Mr O ]Rr YRliv mrnarw nui mk xr,.e[ MrwO waK M [IRe W Mnr WR t Iw[+n[�nW®,+mid �, v miwra Ym ara>,n.ra nliiNr�wd N M M1 UiP�N[µ 1[ Mmr rt M rrt¢ rµ[r ra Mrs nr rw p[ wool SWPPP BMP QUANTITIES (PER PLAN): ❑ -- ----- mifrw m swvP x�4c1a ro C¢m rru ., mruxC Pnomnn] x[xN fM EROSION CONTROL :Sr o ¢Ri ron m a[r rwa .im lr OND a,R [.n.. rn., R rnm ]. [1 t if Rv¢ fi+µ, YMl rv.,wM�wv µxfwo[[a¢ rmro6lt�rzMltt 9Wf OI¢[ Mi ]Y RWLLL lfi W/ CY 0.µ, PN[R r[W Uq mxc run w.uu Prl XCXY =IDAIO POR W,GNc AF.I. Y.O I.0 i stunt By n[ RaMR [R:A.Ciw, f 7VERM e.�+w�av+arwrr.�r ia:afr '.'. writ-°� R.,:ulrtRo NOTE: pc, [a • cwv f. A. 1¢�we rn[.l w cwurxYm wr . r. ]ff ]rrm r, rw .0 muu uo ,mw.n <wrn[ rmm .w[ mr,. 15 15 of 29 APPLE TREE LANE ��- P�y 4�•COMf'�n 11�MfOrz �-= N u»I LEGEND: Rom. rmnic 1— —1 DND oo aamr w» py O ALLIA NT ISS GarM Are S, Sla 3W Mlnneapalb, MN 5NI5 61 R. TVB ibO rnw 613.R6.YW w wwxa �andnc.cwn z ¢ z C $ s z m w w N � A5w w d N z z Y z t z z a � o 7 w � w O CYYIR ..SY..MR/WIIIY drz 16 I6 al 29 �Z w m cup w r¢r Y�. \ p��ppN LEGEND: WATERS EDGE DRIVE ---' ��p1P � •pp DNDmn+,na �j p�w eu�e I J 0 \\ \\ ♦?`\ \ �e Pt 17 17 of 29 Ong I&®® I CiNQ EROSION CONTROL GENERAL NOTES: ...,...,,ry . a �� rm ,..�. ............ate......,.. ass waa.. ma[awHw u�Lwu EROSION CONTROL SCHEDULE: SEDIMENT CONTROL PRACTICES: 4.. SEONEM AMP r sVA EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: YEu.L FOR II r „ CR09p1 CMTRIX TOR HIpNWI.L WZ (iW,) Sbx n NALSTABILIZATION: POLLUTION PREVENTION MANAGEMENT MEASURES: III& on AL. BO% YdYLMi 1RIY " swx ALLIANT TN .,ft S, Sb YU LYneapolle, MN 55915 �,. srz.i a:es w RRR IanHnc.cam a.m 18029 /W�ATEWB 'EDGE DRIVE \ Ir LEGEND: UTILITY NOTES: STORM SEWER NOTES: EVE, ..w • ,«. ..a«..s, .n w�.o.on nn mI 1.w.1.1 W. WnWrs non ro m. MNn n nAemIRE, e.m vY.W . en'P u'p ,uW.x GWYW 'wW wm[r a w>.t m, ,o rnmi w Maa`.vpn rya, .. a,,�.w+ .'maww weR.. .nm+w ,-i.« o.,r.c m.,m Im,o a,ERE"... umf lenmw. EGER .i � ,wu x.xvw.x.uu1 a E 0Z Mfnn IInmiwa m.,.,. wmu. xa. (]�r `\ �gtPJ4[10F C� G P _ ,o SAP >e Pm5 - •RL• T116[ LMf P' ALL® T P]B PM Are 9, 54 0 MMne,polle, MN Y,IS 612758.EEG w 8 .111 YJ88 w wwxellienl lnc mm 19 19 at 29 WATERS EDGE DRIVE .- el mrnrri�B-��r�L�[.T:,Itt�r.47m 2��z�c•mmm�omm 2�mmca�>'mm®oom �mmommm®o m m aaomommmrxo�m �m�c�i�mmmoom _^fd'I00�0mmm�mm 2�momo�mm�omm �v��c".�.�mrncs>coom �Lmmo®mm�oom mmm©mmm®©gym �Ira�.a©®mm®omm �70m©mmm®oom �mmc>rmmm®omm ��c�Esaraua�®©ce�m �mmommmmomm �m®ommm®oom �L�mommmtm©am . �mmo�mm®omm . �omc>•Q>•mm®omm �omommm®oom .. �•r.�mo�mmm�� r.��cararr:>•mmm�cr�� SANITARY SEWER SCHEDULE: - APPLE TREE LANE OCK 3 0 2 1 OUTLOTP \ 1 wA> 1dINlT n" Il: LEGEND: —�— —i— som i Ame�.A�ro eeM�wW •wwa. OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WAIL A. 0 ALL !ANIT M PUM Ave S. BY M Mlnn•ePdY. MN 55515 812.M,3 W uni 9�2.i59.90W xa uiYm.ix.� 20 2B of 29 o-m c p• r LEGEND IS WATERS EDGE DRIVE • - i ow w MH OUTLOT B ALL.ANT � mnw smu �.arvxav x xsplwi mesa no�I SMv Mln b.MN55015 _ amwc iwnasr w�mr ^sFcl ______ � ♦ �............ vrsnxo s.wnim sv[x Bli.]6!.]OPJ rx IMF. BASIN M1 wnrr.wWpl . OUTLOT 0 M1 0\O MX w 1] � 0111 TO F ✓ 1 � LN NI 1. � 4 a' Z'F �_ xmn°ri s M1 nF,� \ GIP J J Z T e Q J .L \ \ m m W H F 0 gO v NN _ Y isM sum s gQ �cwm:°na rM I � b IL MIX" N • s' •WwLWR tMB[11LWIILtl4l SNIXA-2 q�nc rysdi Ls.. .vxiw T_ sC CVb[ nu .I.A ++�. (sw n w,wl satl nniY � V wn¢ M1 m ILE lY�ux. are.:. M T ,x�Mm OUTLET CONTROL STRUCTURE WITH MAI M ,,T 1. n4 P M21H NO1 . Ix Mm 21 a129 �1 SANITARY SEWER SCHEDULE: STORM SEWER SCHEDULE: ouxun ..:w..wnnnxMw _.. 5M .N M 51A NM. MM I NN W rtwps111Y WYId•.A TO . M.Cap 11MM. I. Y M UM�N \ 0= l' omP R �'�' mL�ommm�m9mm ��mmo®L®��oom �.mmmommm�ooea 4 tt / APPLE TREE LANE WATERS EDGE DRIVE x T LEGEND X �- susnxc >wro ro x auo.+� .__mow. wa neuo�u cMnnwa TREEINVENTORY m�r cEr-��99v lst�Cl�C�lT�7•�.� c��m.T-tea o nncztm crams r-�—�o c��+.-�^��—.,�.-.,moo c9�rrt�� Ow. a ALLIA NT ]]1PO Ave 5,She Ylnnepalle, MN n1 5 112158 ]000 wix .... iwolM rom J su O Q 6 0 Zz _ z 5 a z 0 F a w w m u � o N 5 a c n o Y � Q n qz � w w n wni dxu� OYWe AINIYV:�/[�OXIMi seOM 1[W yf1 23 n 23 at 29 LEGEND 0 rQ� dXW nm.. rm r :__ o `v xr �rwml SEEDING NOTES: �M-w :mi®.. nx�. mouemv mlli vN•eon' vv�um.. x nxlu R[po�wr]�N LANDSCAPE REQUIREMENTS: slam - a ewlon. a wR. xwa I PEM�N PR\� FOP \ 1gUGTOp eaE4 ��,P ALL A NT 233 Peh Pis 9, Sle 3W mepolle, MN SSC15 012. ]5B 3D90 ru Blp. ]58 ]fM vu 7 . 24 0l 29 i ° MIFNE.PTA OcPi tIF iRA45. g14Ni.0(-. yy�y MEV1fW ��^av 6 opM�N „oN Nit i STATE HIGHWAY 101 LEGEND —� 0 -,� APPLE TREE LANE 0 • rw" � 4.J d)kp 11 1. 1.T.A,�,.�...! kRj ALL T Y331.,F Are 5, 31e 3C0 .12M polls, MN 55015 81Y.11B.3Y0 w 6,2 el8l e3�c. om 25 25 0l 29 DRIVE • nln;wr:;nrn nE:r, o=-w.ar LEGEND O cbow. m jo nv•n•�•r N rm winwsx�•an PUS ALLIA T 233 Pe,F Aw S. Ste 1. MIn—P0119, MN 5u15 BI2159.308� ww 813 150.3aBi ru vwx elllent-Inc.com 26 w 26 of 29 LANDSCAPE SCHEDULE Y [ IwarYi.u�IlY�imlu^"ee y,n en ay1. n Y.rea/,w.w. >_stl.w ,ei'n lrvMtYv4st . . r Yun"m.Yv<rr u . • .. p .,.r..Yn/e.4•++�..'4r« Y/pM/4nMrWn ++[..w Y"nTa+..N.v [r.v�r fYnn.,4Yv[a.n yftl.W • n./.m,n •..wvbrm/•mpm4rv. wY//Ybrwrr wW nib4r/rlr.[r4.r 4.a.r..r,rr yaa�..r�u./M.AµarY rrr NHnTrI WF.wimeW'YnN4/ VarW Orw4n s.n/.MNC[wr [IrnrYn Yn6rr�/4rarrsrY!' RMM [[,[.rrllrl Y Y • r M4rY/4rYYrrnY VUIYY •anillY . Y WYr/YxrrxrW�M." YWRI . • r 4•w.�+m/.Nrr.r4.r4xn aa..wa • M ^.'YmnlNwrnnrlb4r atyrely. Yiur[r.M/r�rnrYr+. rR.w r.Ynmw w rux•. .urtww"nm. m.rpao.'. wxib.. w— mum , RmMONUMENT AND LANDSCAPE PLAN .tlu rs 4 n FIRE PRDEfAILPLAN SEEDING NOTES: PLANTING NOTES: LANDSCAPE REQUIREMENTS: MW_ Rw «wr:w.®®i •'' ,.„ .a.o.� u.Yr.°[-pmmns•vm A CZ-2-3 '.®: rom°':,�.'° YrmY;� N�rX i n PILLAR MONUMENT AND LANDSCAPE PLAN n FIfliE PR AND LIMESTONE OC t CPUPPING EXAMPLES F:!!te ALLIANT . P.0 M. S, SY Soo Mbuv.pdY,MN 9N15 61 i.i 3M wx 613.]59.9W9 ru w....Ymm.iT.[om rn J Q W Q J W Q k o E z m ui m J N O f W w 1 U f W 7 O W Z a 5 Daum .mYwp/mnm r.pna ruu un 27 27 of 29 %6j 4 �%j L WHIGNE— y. JALL W=T ";=M% ==lNGS RE i 6— J L ."4 Vl"O P'�k'q al prim, Balk: 1� - �- f--- --- 44 T YJ ,am I op Aii, I—,-. I . ....I -- I - I .-- I yAPPLE TREE U� WATERS EDGE DRIVE "-1 ouw�E I \ FF mr\ \ � STATE HIGHWAY 101 W ON�V 0= FE��M\X"PSy POR cORe Rp� f I uw�,\ \ J I LEGEND: oa..., ...Are ml PARKING SUMMARY NIte IA ALLIANT 233PWhA 5SM300 M nireapol6 MN 5515 62 M 30807 2758.30. wr 01. T wn 29 vm 29 of 29 WEST PARK CHANHASSEN, MINNESOTA j i I \ I I I � .� •; 1 j I "`. L--- I I s I I i I I I I N it N J " tU! VIE Ott"( W PttoN ! paE��M�� o so 1za za tAol SCALE IN FEET = ��► �l ^ M^ till jjW 4'i , A 1i �< 1 MI'llwal 1Isla VICINIFY MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 EXISTING CONDITIONS SURVEY 2-3 PRELIMINARY PLAT 4-6 SITE PLAN 7-9 GRADING AND DRAINAGE PLAN 10-12 GRADING PROFILES 13-14 EROSION AND SEDIMENT CONTROL PLAN 15-17 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 18 UTILITY PLAN 19-21 TREE CANOPY COVERAGE PLAN 22 TREE INVENTORY AND PRESERVATION PLAN 23 LANDSCAPE AND REFORESTATION PLAN 24-26 LANDSCAPE SCHEDULE, NOTES AND DETAILS 27 LANDSCAPE DETAILS 28 PARKING EXHIBIT 29 DEVELOPER PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-9894224 CONTACT: PAUL HEUER EM: PauLHeua@PulteGmup.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3090 FX: 612-758.3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mm4 h(u'.allmt-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 6, 2.758.30M uw 612 758 3099 w w alliant-ino.Gdn Y IE IL a W 3 l b. H —el ma mh .ion. ., am a e,h u=a vpp ula" of.LL FxS V unM wixxx' swn a cson I ....,,.w R IltAWY ASSMANC[/CONIIM .1e 1 I of 29 LEGAL DESMPnON ewN I Pdt at 1M Nwtheat agtw of Vie YVUwaI WwtX of Section 2e. Ta_TIP Ion. Ron, 23. COvar C ty slinmeoto. aevbea a festoon Cwtm.cn9 al the nwgeat ctm. of Me N .at O ,. of add Section N: Mena an m eaumM tierce, o1 S 1, 69 dw. 19 mnuta e3 aortae Eat tlmq the North Ine a1 band Northeast Warta 336.00 feet; Mena Swq 25 df eWW 26 mAutn e3 reads Eat 126.b feet to o point m the cmtwlmc of State rpeay xumbw 101 wal point being its, print of begFnirp of the pact to to defaLM: Monte state, Wong said interline along a non tongentid curve that IS oweenes to the north. Wood cr honing a cmtrd mgle of N testa 11 miwta 57 societies. a cedes Iongtn of 621.15 fee. awn s< length of 99.73 fat, a Nord Deming of Sauq 1e degrees Q Futa I! sacaf Wed W a dnwd lorgtb of 99,62 feet: Mince Sauq 29 dagras 36 minutes 53 Weconda Watt sear, ad tentenfna and tmgat tan Ian deacria tuna SSee laal: thence awgeeam, ding vt mterilw dome, 0 torwad wrre had is cmww tc the th-t. ak atenef, been, a cenbd onye of 19 theoriesW minuted,53 words, a rodus With of 231.62 feet, on we Iagth M To M son: thence tontine, sable orteAY dor�seed centbl to along a catpaund wee 1Mt doa do augaet. a1a wrva one, a bar dries of 52 dews 16 mFu[a 23 secda. a endue Im,q of 122.60 Mt, on vet Mgth d 116 49 feel, a dad bearing of South 33 dyer N mwuta 31 -oft WM. a setae ion9q of 0249 feet to the West line of Wood! Nwga et Qattr, gaea South 00 depea al mirth. 33 secaas East don, fob cataled and aldg the on soonV West Iof NMwa1 6dtf 362-74 fat :o ton Swq one of the NarM 660.00 feet of :he West half d the NortheNl Quarter of qd Section 2e: Mona 5ath 69 de9ras 19 fit ut. e3 acwbs Eaa don, soot Satll IMe lb,l} feet to the eat., ri hl-Of-wy line o1 Trunk HnfnY xumba 31Z Mace nalha.haly don, said anted, rpbtol-ed, Ilea don, a an,entid a NOTES Traer.t bd MPanlevf4nalvnlr.m n6.eayvnr4nmlood mot tie. s....vanspWesbY at.nlaoQveayOmen. aaMaaxlat.:fta Nvab a. m16 x. tlnb_w.dw4gweYJll..e apMeOaW mkM VbntmtOywBYrepv CJ y_n be �Wass�aosis .wTM:ubsmv ryi ox wurrb meat. waa�aJMwW 3To. ryY.yea.n d1his ry.wn Yb�em MLwwLwpfmdab9Hen N.app. CmMWrue UnwrWetr'OweldlRxa[dmfles YCawbW6y�n.9wWrn2we Na[O.IKdpm INNN wWal. eN3Ys WeFbl 6. TI. as d/.dawdebd waayuYOs WeMw IOSI+aa 6 ft. .- awx Wdlr�mm�a.Yaaf Nne161P.brWdnneYnbe Pal Wesn.mM FM rdtd5l_[yrasson WpeiMaYyNi a.iMdwe}apmnyl_enMmdF6 el Yee hew. el.- ^'. m sl�-: Mat Ia cmcow to the mtheast. sold corn hose, a rntne any. of 11 aye. e2 meat. s6 I LEGEND a +r d. a eadas lagM d 35000 fat, m ac lmgtb of 7L57 het. a Nwti beestn, a1 Norm see % :then'-a.j soon 5° ( aym OT mFmn E. don, Eased. a N>d Iagtn of Tl. ae 'at: thence Noon 16 he - 17 e O.Be9• p, t�ert +� m In 03 a.rnd Eml Wang sda twls rieM1t-el-eay line ma net along la n Iasi dwibed sh, 'i -� yst+r tlwr=qap _• '@S€ °, I I I tl_. _ Ps�.d-a n I wee }60.83 o to Ibsn. nfnlM�esdon, ado etwee rw t-a'-ay IFe dcn9 a non es 47 id corn q [ rtata 1 .v. p F p��i I J MOt "q to 8L an fai6 hasp a cabal hose. d Ix arson hi mmut. ' a.c41! •w°.ptr Bfa1a[ n ro4ta ImgM o1 96Lb Ion. on m len h 1 300wUfee tot e chord boon Na1h rt do'. et • rprr�'e -[ _ s Ox smn ua n�arss me es, b ""Ent. o dwa Ia,M o1 298.6] West o to Me Norm lea Oltai] t tor� CLwta: }-- • - •� 1 da (iY .tea Mae d a, 69 d.q..a N estimates e3 lso, 0 Wnt� ado North feee and not Im9mt [0 doing %.sRa rrirt Daa.(Ix faR m see . avee themel tune 11626 rye to Mt tiol -ne d t 6 Y the f 101: :b.ce aam.<hane ding W� %a r tit cniwlFe Wong wee tm9.4d uxn Mvl 'n nncan to Me nwM.M. sob wrn noMn ap - 1 Ily asw mw 8 I cantrd enye d NI dym 33 mFut. 03 mde, .rodeo Ien,M of 621.15 feet, an arc 1.9M at ❑urw ueW rpm Wp°n on, n/cr e d Pnm el Y, ss.111J I _ 222.A foot. a chwa beano of SOutb 59 arse. I9 mnutn e] heries West. a dhdd 1.9M of Wife, u.aew[ ap o¢ an sax 11 ex[e°'rts +Y-.r 22160 fan to the print of be9'nnning. xw nvc ss srW w mY Pacd I n n.c roc °of mtom W¢fa cad¢ w tart! . w dslm arl 4 viaY x I an m.a La I. Bbd L 4ot.aY HwM. Carer Can1Y. MnnmloWe . ss= I�. �" a ....watn.. m iaz Boa 2. celteaY Nva. cwr.r Canty. Nen.ata .m,•.n �•m pi'Ia wont y - I li mrn ^lam , see n I Pwcd e 7 11 , Np�itla45 4j Wtbl A Seloody NwM, Confer CwntF Weremta Mati eet j soaoo,: oo VICINITY MAP -Afarw51G11E BEARING ROTATION DETAIL NOT TntlflE 1 +... ,i'1�• (SS s_w am see auas \ Y u¢ ca a wqn S % n M©ear afi 3 y B xLANE rf�e ,r�� --r1169 23� Lake Su s.1 C.4 aat r ac w cot i�T �a • ,� '3"td` n /s °• 9ggga..r J a` °w a '3 a ems' e4 sn'n'u2 fc.naxW I. J L .�� / ,ppd✓ 'g+° c' Bomar oxn a s d sty 6� i \ l? �jl:� �1% .W/aP[ s �• y4'._. /` d' o �[`a i! �t ^h,A �� ss9•.r+ar s mmoot, �EP i� ^- _ ° 9S60.ar .. /' e► °d 3` 0 to 4.¢n a+ner,yav�NrWvi oxen "fie `- Qe rd �, /•/' O >a se,od" as \ JI I pj I€ fy�a� "/P_-_.i`.o Z�•/' ad sit,; [f CT ad• •rl e men_ i� o 1 `aIwo rso east ll� eel\O/. � h4` a. \ Aaal0. coil N .c 0 ss so wB SGLE N FEET ALLIANT 233 Pafk Ave S, Ste 300 Minneapffm, MN 55415 612 758.3080 N.et 612. 758. 3099 fu Wnn alliant ant wm 1 paw <akM Mr pee e.WR pelt er1�4t a.dw.dwm. waWyaaf Wawesoa.edpee F Wn. anu».s W 9awaewtll/YWtlwf erM Mal rasa ISEunaN61EAQ 6pr.t y 14 ®1, IM8 IxrWt IYIINgnOW EXISTING CONDITIONS SURVEY PULTE HOMES OF MINNESOTA 8801 GREAT PLA94S aLVD. MA T60 8 781 LAKE SUSAN DRIVE p1ANHASSEN. MN 55317 "" "^ w-mm OHIKIIII1119 m 4NEB.® m m, aoEE 1'ei "M 1WMF F8B1lrr n SHitl1 UiY I Z I ,_ w ` I; W I I Q W J a _ i Al II ------------- � r ----------4 I a ----- I ----- I 9- ri � ,lAla m_.. ----------------------------- --v---� e�s.�.w,..w .mrc wfl r'"�.uro� •ei 7-' r I- •�w` ,•1r ' �la.f .. 1 44 faa! � . , • ��w-1' .�w mom. L- nn . 4Fu m ..wa ...n A •lw m.,l ,r. rw�w �. .�. m 'mow .r .o.Y � �' •l.n e s L.(w m~w •6v ,e 1I: dne�w �S •�>.lwmfnY.wn •r nwa •l �wv m. .��dV}y'+ �, ma �•� W d x( 1Cd� w wnasr. �nWY u11rJ.w .ac �earN dr.e aefrlle��,f• �R — ----C�_aw_�. -- -W %sa°4• II'�f11 .�.w 1 ...0 ,uw •u��.M- AIr —_ I1W.if .. n l tifau 4¢4 1 Wy l� 9 u • H�.fOI.J° .r• —T �S - \{xiq fir � o SEE SHEET I OF 2 .l. •� / its / / I BEARING ROTATION DETAIL - Nor TO SCALE 3j-_ VYCH I p>t sl'ro'uY !ufse cn) it I LEGEND — �m rn Td..r.m O Z14n llpl lll•Yf .aC lli ill �� [ IYBYM Y61i 8�x - - allYOl LUO[ g a.��Ko 00RIL ft.d I� no.ef va o) •..lo. z�ml... P.v'IBdf.M.Bm ®� nw0[ WI�OIIY/�•fd itM � R Ptt ax. w� 1�CdIIyMMvll.pYadd{OI dr.lpd. _us1lp'all .AIWI.IJIf II. M'Ia111111/ 233 PaM Ava S, Ste 300 a•l�vwlr•o•.a ew•rd Minneapolis, MN 55415 612.758.3080 nvl oawaarlcAO 612.758,3099 ... +�•"' � _ A L L I A N T wwwa... ...-inc.com yp,l,• ••• •••• •• •L to av u.a aAr Ibs,Irrlpd EXISTING CONDITIONS SURVEY aa•Axm W-mm cslonar oa0 PULTE HOMES OF MINNESOTA 0 25 56 KID MWINKm mv,7 ® 88D1 GREAT PLAINS KVD. AND 760 a 781 aC ae rco N SCALE N FEET LAKE SUSAN DRIVE Ale M6 IaNI CHANHASSEN, MN 55317 esncnw n .`iMILI zl LEGEND: PROPERTY LINE LOT LINE Rom • EOUNO IRON MONUMENT 0 30 60 ,20 SLAL IN FEET FOP PIS kla Pay P(] SP 001451 NOt w o,aLE ao•.,a ng m sDc •^^' E•FmT 9 1 o \ r o ° E ` m � SO'OOtlTE 13,.BD' 9 N... DRIVE - - APPLE TREE LANE la<FF• —L --------- 0 nil i L • P �y I OUROTD Vm m8 °I 1 Z� y � 6 + T 1 I 6 f !� . .�c. � eN sz••„�,ix, �,,,LsL' STATE HIGHWAY 101 w1 6 ALLIANT 233 Pao- Aae 5 Ste 300 Minneapulis. MN 55415 612 /Sd 30 u.. 612 758 3GH -.. . ,aihantmocom Q J Qa 03 m W U) 0 0 5 3 0 W a a z ¢ Y � Q Z Z W a N W a W W cc cc a a I n.nm a..11h rom me plan. •p..n4ens: ..Vcn rim pr.po..0 M' m. unEa p..Mln an! IMI �r aw aaT M.n,.e GPWLSSpN.LL FXWNEA unJa el Hx SM1. N ME501> uIx> u.0 YYSOL R of Y ASSIJRM [/OOM,RDL oawxFD °pL ouw: nL pplFCl ND21 " "— FF 4 sNER 4 of 29 WATERS EDGE DRIVE / MI XIE 13s.m' $DOI'Ui >l5C $ h n §i OUTLOT E ouuTa Aw R matiT UI F 2� tr LITY FAY11pT 8 2B.W ]aE0' H.W' 3app' AW' R 51 $ 8 0 ^ Sti 4M1 3� 2? 1' 31.W ]aeY N.QY 340Y 16W m 901'SJE IH.Otl ,dw'xr[ I. v asgA +• ; pap I R R e-xam'w- tP'refs d� s OVr 7 sW OUTLOTD La L�31 �1' R.a0100' maYllT �a��Q 'g, d � ,E xnZoa41»i L-tl`N'aY alb 3 �5n of IQ, $' ; . _ Ai p a a'SxT aaw. MIYSBxTE 1N 'e�aed A,y 'b a'f;2 v ,aap 'eb i e L of •` r Y J� 1_ a as Fop pCMv,E \1v /� �N a �_� �.�" opSIVUo SCIa.E IN FEET Ip r f !>rRr� � ��C xA'SBSSE >K'_ ✓ h P \. . iT _ OUTLOT C • ,nxxAN[ AID unur) GsuEh) Pi �w�JR STATE HIGHWAY 101 LEGEND: PREPERTY LINE LOT LINE APPLE TREE LANE R.O.W a uYf a • F"D IRON MONUMENT xa ouw)w 4C H IDMOTF a'o DUTYand o anon EA EAs,rNT V ^ PR >add $ i pw ^* LL� IV31VYE Ladd Ap1TOR 'x.5d '8 w ~ M .4b 8 Ta PP.91 H'I0� ✓�e ��g. Oda ti $ d`6 6 g a'3U*p Y a�and'a a S. �Aad 8. l pyt .P a OUTLOT F t�F' gtA1nA0E )ND UTIIIY EAYapli a PMOELARFA TABLE PAIIfBFIM AIffA AO salIl l aM as as am am exu I,w am mu Idad aM BxaA 1.11511 Qa Mls w am BOaB 1.w am Bxlf w am Bxyx w am l lx 1.1106 a01 Ill 1.11311, a01 Ill I.M am Mal I,M OM Mil I.M am BW I.M aa1 stu Iw am Mll I.w am nuz I.M as Bdu 1.w as BdU w as B0U w am Mil Am am Bslx 1.>� OM Ma] w an Baat 1,Ox a0[ mal w 005 mu +as na max t.w as mU 1 w aM mad t w OD1 m l w as PAROEL AREA TABLE PAROEL AREAS AREAAC BBlt 1PS a.0a BW IAM am Ill I" am alM 1,N0 0.01 li +.w Om 8010 1" 0.0 sl+ IdM am all 1.70 a.M BHl 1.70 am Bau vxo am BBu .. Ba Btoyi ,dM oft aloe 1,70 a." B+•u Vb (Im B101A 1.70 0.b Bloc tda0 em B11a1 1"7 am Ella] 1.1111111 I'm 91111 +.IM a01 Blxax +.IM am llxax 1.TM am etMA 1= as a1w 1= am 11111{] 1.111111 am Bola +.71111 am BIxyA ILII am a101lA a.ma on OIRI018 law an Q•!0 oaam 1.a0 aeao am 0.a3 Q E n.= ae) p•wf M0M 11• MpW xaa11 OA TOTAL ELJ16 at3 Pulte 46 ALLIANT 233 Park Ave S, Ste 300 Minneapolis. MN 55a15 612.758. 3080 MAN 612,758. 3099 v.a .w allianl no coin, J W U � J a G m U n 2 U) o g g z z Q W i J J N W W LU a d 0 a D. xara0l carN«Mal Iola pacllkvMen, flan, npvX c gapoM ey ma M^r m eub Lk ENGN PROEESSIOnK [nGMEER unarm IFa la�aa v. Ili. Slvla el ulxxE50)1 aMa ulmL rt Ow Ilew Ila. 0UA171T ABAalANaa/W10a0. oE,ludd: Iw wow: aL PROIEtt IM xlf0ltl 5 ,NEV' 5 of 29 $ IT— sn�esrM In4v'al"• M i 1 OUTLOT 8 awMea No ,mw nsMmT 0 B r° ip r � 1•' 3]N(L'3C'" .a OUTLOT B p., F0P PEVIEW ONO (�� IU`O1,ON R�oNs o ]D a eo '40S F0P SOME IN FEET R l<IT •�YRMN, WATERS EDGE DRIVE SO.013E M.N u m f LEGEND: PROPERTY LINE LOT LINE ROM • F"D IRON M0441A1ENT PARCEL AREA TAe1F PARCEL wlfMLas AR . 7 nat nu +M na m4a +.ae •a nu I ,.M as 0143 ,.M as n4• ae as 11114.1 1" am I41f ,.M no( Ia4a +JMI na Ita4A +.M o.a I4le ,.M to w• I= as ml +.M am ,w ,.M a% IDL1 I.M aoE WA ,.M am ICi1 +M as 41• ,.M aas oMMA %.4M a4a alEEe• exsn 121 IOTM 1Ue.M is ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Y.W 812.758.3099 FAC w .alliant-inc.com J W U cc J a na. � x 03 D m V) U) (A v 0 g g w a a i ' O ccY a a cc u 2 Z IL H a J J fn i w w W a (r cc 3 a a Me, Glen. G.`e��iean`oe.�l> .roGn'. >r.Po.a er m n. anY�nalm a.Iy : e N U E.G. %KKESSWnK Mx(EN unEw Mn Iw of Me Slah al YINNE50]1 Y1NM 4USCM, IE QUALM AIAIeANC[/COMMM PESM}(a M M1M1: EIl P EV NP. 11(b1M 6 SNEE] 6 of 29 _— __ amore i i T 1 � SOIIMZA� \ M I �\ p 0, �� a >• W A 1\ \v NN OIETWTE LEGEND: - - - - - - - - - EASEMENT LINE BUILDING SEIH.CN PROP LINE LOT LINE RGN a IRa LRAFO� Z nR fA. T I� _ I _ WATERS EDGE DRIVE - dEiIDT[ a N ` , W Xrn.n �u sn XW Ev uW�� 0 30 So 120 TYPICAL ROAD SECTION ® w BRm SCALE IN FEET timR. Ra.c R - o amw. R Rw wm me m » aAR GENERAL SITE DATA: NORTH PARCEL MO - 2529.AM110. M2424M DI ZONING - MF-SINGE FAWLY RESDENNL PUXI-PUNNED UR RVELCPYDi/RESIDDINL DISTRICT PROPOSED ZONING - NOR 203D LAND USE = RESIDENTIAL Low CENSNY RESLDRML NED.UN 0O5m NXED PROPOSED V USE - NO CHANGE CROSS MCA &In AC PROPOSED WATERS EDGE NTW R/W OEDCATDH O.Z95 AC NET MD 7.338 IL NET MEA WRFIN SHOW -AD GSTRf:T 4.111 K PERIgUS AREA WITHIN SHOREUND OISTRICT m.m7 SF (SO.m) RNNMY SIRUCTUE SE 1MCXS: WATERS EDGE DRM - 25' LANE SOSAN D W - 25' TH 101 - w' MWATE READ - 2i DACX-IACK XOWtAT - 22' MIN. (22'-2EFLANGE) SOUTH PARCEL .N 1 CONCR 1 e AEX RCM l PAVEMENT SECTIONS for ro cc P1D = 25MOOM. 25293G4U EXISTING ZONIND - NOR -PLANNED UNIT DEW OPMEM/RESIDENTIAL DISTRICT PRCPoSFD ZONING - NIXt POW NAND USE - YIAED PROPOSED LNOD USE - No CHIME GROSS ARD TAM AC PRIWR/ SIRUCNRE SETBACKS: NORM RAT LIMITS = 25' SOUTH RAT Win = 25' ME SOSW MK = 25' M 212 = 10' PNNAX FORD = N' BCK-BUCK p1ry£/0AY - 22' WN. (22'-26 RICE) 'J Nsv � FOF a` \ 'fpUcS)ON PaE� cotjs y > r LS xaEto WROT s A 3 z 2 l'J N / 1 A N \ \` TOW 91C163AND OSTRICT BOUNDARY STATE HIGHWAY 101 SITE PLAN REVIEW TABULATIONS: EUL PROJECT (NONn1 AND SWIH PXRCEL CGN . _. TOTAL AREA WRH R/W VACATION - 10.w M (4E0.229 SF) CROSS ROGR AMA OF EACH BUIIDMO - N/A i SUE CONEIIED BF BUILDING = N/A T® R OF SITE COVEBY IIIIP IWS S ADE = SO.OX { WE COhRED W PMKINO AREA - N/A MCMECTED / OF EMPLOYEES - N/A / OF SEATS IF RESARYNT U ASSEIAI RACE = N/A / PARKING STALLS WQAI + 1 WI STAL/4 LIT$ - 21 STA15 2 STNLS/UO (1 GARAGE) - IN (52 GUGADE) / CF PNMNG STALLS PROM - 164 G (2/UHT) 131 VISITOR (164 OITtEII 23 OFF-STREET) HBWT OF BU0.pNf/STMUCIURES AND / OF STORES = 35- WI NEKM/2 STORES -� APPLE TREE LANE NORIH PARS (PHASE 1) I ` \ 1 1 \1 4 in N� I m m � p , I 1� 1 I m I$ 1 I 1 • P \ \ ` N ` r I \ gRLOFF\\ \ I \ SITE PLAN NOTES: T CONTRACTOR SHAUL EIEW VEMY PIE LOCATIONS AND ElE2ATIONS OF EXISTING UTLI AND ESD TOPOGRAPHIC FEATURES, SUCH AS SDWTTER GR i GUI AT THE MOPOSD GWWWAYS PRIOR TO THE START OF SEE GRADING. THE CONTRAC-Utt WALL IMMEDIATELY NOT" THE ENGINEER OF AND' 050tE0ANCIEs OF VNWAT1045 ARM ME PLANS. 2- ALL DINEHSONS N!E TIT FACE OF SUIXINO ANDI BACK OF CURB, BUILDING Dllfi gNs REFER ICI OUTSIDE OF BUIUNG FACE (tt) UNLESS OTHERNSE NOTED. 3 REFER TO MoM7ECTI ORARNGS FOR CONCRETE STOOPS ASIMCETR TO PROPOSED BUILlINB. 4 CONTINUOUS CONCRETE CWB A CUTTM WICH CHANGES TYPE SILL IAA£ A MN MW FOOT TRANSITON ON P 11: ROADS. 5. ALL CONCRETE CUB AND CURTER ADNCENt TO CONCRETE WAUf BE S AIIATW BY A 1/2 INCH EXPANSION J T. S. PAVEMENT STRPING SIAL BE 4 INCH WWTE. 2. ALL WGN WITHIN THE RO.W. STALL COMPLY VARH THE CITY ENGMEERING DESIGN STANWAS. R 1 PMKING FIRE � SEATS MUST COMITY IlMH Cl F OMNANCE THDE 6 NO PMNLEL PMKRG ALLOW D ON PRAATE ROADS. 9. ALL CUB AND GUTTEII TO BE CONCRETE MIZ SUlICUN LE. ON MIA TYPE AS NOTED. PEA CTY STANDARDS. 10. STEPS WITH MORE THAN 1 RISER. WILL REWIRE 3- HAMNAL IT CONTRACRF SIAL MEW HAFT TIE LOCATIONS AND ELEVATICKS OF FISTING U74TE5 AHD TCPWRMnC EEATUREi SUCH AS CASTING aTTDN GRACES AT THE PNG•OSD pC1EwA`5. RRM TO THE STMT OF STE GRADING MF CONTI SHA L IWEDAIELY NOTI THE ENGINEER OF M' CSCREPANDES OF VARADIWS FAIN ME PLANS 11 STEPS M FUMED/CAST-IN-PLACE SDEWAUC SHALL HAW B- MISER �- ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 5505 2.2583000 NAH . 258. 3099 FAX www allianb inc com J C3 m U) (A J � J a Q o (L Lu W a cc O Y Z cc Z CL � a a W a Q H CL W I caX�MN MI. :rvn. alr.<I .u%rvl.bn ena INeI I n ash u.. GM EN44N EER wM Th. 'a., .1 M1011"T.M. S1aM1 of NNR RAISCN. VL OW Yuu R.. DIMITY ASSURANCE/0011001. FY WR OF9GIEh Y.R MAYK: FLL PXOIFtI M0: SIF-0iN 7 WER 7 of 29 LEGEND: rEX31NG aII11<IQR TRAL FI L OFFM UNION KNOW DOING APRON- - - -- / t' FROM EASING LIP ilRAGE R/ MIS Ca0- FlSENExr 11NE WIWM GENW:K -- - — — — — —� APPLE TREE LANE PROPFRN EE In) 11tE WATERS EDGE DRIVE PROPO4DRl1aNi5 �"7°L \ ---- R0M PED RNIP; - - Y Bete RENRNa i SEP � i \ — (SM A4ET/CCWNN r S• TRAL/RNR (TTT•) a� csa Auct.,r �M - \ 1 as,s cac� I OUROT E -f Irc BLOCK 10 \ mavOSm R/R LaNi9 A3 2 1 Ts, aWTLOTF \ B61] CdG / �ry O 5' r "ALIT Svc + SAT � w Ocrm \ HORIZONTAL ALIGNMENT TABULATION: i �1�� Nil IN ° I� m � \ RLTAPM IN '. +31 NT Gin\ o N, ` \ ti wgo \ old 9� OW t IF \ \ 1 a AREA > yN PFD RAti FIRMI-- r s' TRARiRAUE (T1POun.OT E c 1 \ \ I 1POND ., SFAING AREA YTYP) ti a ar 's � I 4 Y 1 1 r `�—EOSING BR111dR TRIL \ cac O\ sNORdAND UTlO N TF \ STRICT BDUNDMY �pEy RAID l \ V S TA TE H/GHWA Y 101 0 20 M 90 PaE� ,ol SCALE IN FEET NIGNMCNT SEGMENT AA1BON UW PABOR NO IENGTx ft C6n TANGENT bmm cl AY - WKCPARS TANGENT Ill 111401 )l - peVF ONCgAN1L.NE 1•w.01 )•0.)6 9l @.m 33 D.P TANGENT h 76 «um m6 TANGENT 0rmm )•4eA1 S6iA1 - ORCgAAll 1.6.E1 —114 ) Rm I+EEP O011 TANGENT 2l If Ill ,2i - TANGENT 0.m00 1N31l- oNcuARcuNE 1NaA 1•n.a easv axm )rEe xr TN NRa 3.Sal) In - EA --VIEW aaclAAaamE v.vN.n «na. vmm lrwur NOAD rAxmEr «nvE «van x ClCONE 4,na) «aP S 1000.m 'll'4lP rATIfE)If e•an I 64pID 71 P� 46 ALLIANT 233 Park Ave S. Ste 30D Minneapolis, MN 55415 612,7503M IAw 612.758.3099 PAIL N .alliant.inc.wrn J J DO W m cc a U) d x 0 S H d cc z z Y z cc cc Q Z Q W d J J N d a J cn W < c H . c�r111%Mer • plv cilkvN perl nm�m, o'nel fup• eny U.- asp e pPOfE5510NLL M4INEEP unE,r ENGI avr. or iNNEzan Will P.VEG. R pw nrw I.w ammam AssRtANL76/tA1mro1 .N w c PATE lam FO fI ti AOIECi N0: ]IE-OtM s sNEEr 8 of 29 --Q;Q!Mm-z 0 20 w TIG SCALE IN FEET PED RAID \I LEGEND: NG 9 lTJOrnT1MW w1 TRAIL REMOVE EENOEE EXISTING APROt1 - ' EXISTING FA6E - NExf uNE REPLACE Bala CA:O T BIIiIDWG SE19eL1t ` flgPER1Y lAK WT t s IR"m`ow) WATERS EDGE DRIVE ROW PED RAYY I � J- --------------- 1 / y �3 INF. BASIN OUTLET B \ 4• N 5 \ � pg /C7�f car- b EXIST. MA sf. 1 YATO/ N* N FOP P P, N OONS1P NO�FOP OUTLOT I 1 I — OUnora � 909WA K 11t 1 s• _ ill X/M \ (SFi ti u+ r N -1 STOP SM � r � tu7pT - - S TRM WTOT EXIST. FULL DO M SAEA]IT\ REMOVE EXISTING PAMEfdT CONSTRUCT 8012 C&O -Y am CONCRETE SPLLMY HORIZONTAL ALIGNMENT TABULATION: A11filAFlrT S[4�T n.TTlnx STA" STATwr vm RM6714 Q~i MIA TAN[iaT Mm.m 1.um UL - QSQAMQAYF 1.11.w 1e 60 n Sim 7<wnV AW01D TAa((iIIIT 1M3.m NSam U,L - TAMiRT poem 4%w 56 - QFQMAEUAYE b 65 o M n 63.OP V 12LE' SRINB.AIF TANfla1T Oq 36 Ism - AQEDW QuuAAE3wvE 1HLa3 r3ao nm 3rus3.1' TAMER r1S49 Sham 21 Pu% ALLIANT 233 Park Ave S. Ste 300 Minnw pans. MN 55415 612.758.3080 eNq 612.758.3099 w w alliant-inc com -i F J � W V m cc w a s 5 w a O ca a w z 3 d m i a a J x ~ 3 a Tn I xmOT eM Mal fn< pMn, p<Hleenm. spore a gryaree py me ei<M <uq• end Inohle u— e e�lr u<.nw FROIESSMx.LL EN4AEER undr Me to of M• Elele I YIMNESGTI IIeM AYmI. rt Me Yee ue. OWAM AHUIWI4/WIIINK e®aM Iw aere Eu roar a nwEo 9 Elm 9 of 29 GRADING LEGEND: flEENNINCMµ1lw�.� CATCHBI9N5 PMO [u.n91G EOOTfN.NT REA9 PbPP3£V _>->- pypPOYO STOM15=11FIi FwAa 11LVIft V (K1 SPEOrm INK ------- PROPOSED FASEYENT GFE NA 6F TM (YllUi15) .C6TAM.LF STEPS PROPERTY WE O.W.. 91PE - Sf18.LK LINE uwm CONTWN tm �91]� PROPOSED CONRNM IIXNE-OF-'Mr •• TREE PR m(moN LIYIIS -ywwvwy PROPOSED VOT E AT EKISTINO VEDETATKKI WITS Ma wP Oc N E1£YATpN n TREE ro Km. (PrwT.m YOn61 6 rN1 ELEVATNIN �LI51. �i414 DNELM1l111 Cf ORAM.GE EMERGENCY OVERELp/ R611111G FOH PEv1>:1' oN�Pay ` AMIN uGjt& P V {,lik 0 w 60 120 rJlo�Fca caNS SCALE IN FEET �- - - \ APPLE TREE LANE GRADING NOTES: 1. NL RN6+p OYl6 511N1 516E 1V.Y iAOY PMye9Ep 9UIIDIN45 Ai YNYIN gVCf pE 3.OL NL SMl6 9WL IWL A rxNw sfaPE 6 zmN. 2 11E CCMRILrOR SWL NFD IIE MKFNI RYOMK f1E£ OE CEM6 WO PREWIf 1K OPf-91E 1MOOW OE SdL M /RAgV¢ N(M INf MFLLIWlIFN12 611E C11Y NO YIE191FD. 1 MO6Y SIG VAX 6E CVL. Ai (BOOM-IINI. N Np116 NKM w 51NN 6 d}61AKINM •. NL 119NUY9RM5 rO wr6e1 Ntn n1Y 6 ovNMsso. caesTNOnION srnn9NOs SPEOEIGnM, ulES1 Ed1IJl. S N>]1 CMANE'IICN EM6Y1[ES AW1 BE NpAFD .T NL CQ61MId •Ctrs NMS. E NE9ex ro ¢OTea.•61 wur MID PNaEer 11.9RLN. rM wL W10ECIIOt 9EOORAprs 9+KI Ttsuc NFP..ESCI.IS r sIRP 11N'ipt NO:M ro NIY WXSINKIKIX. NEYaE SIOCItRtE ax s11E 5100(RIF PEYYERRS NRT 6 PN2CRD 1111X a1 fE110E. a PRUR ro sAN1Nc a16mAc1gM. 11E LvxlMclm AWL aE RE9Paeelc ro Iw<E AF¢ 1Mr .0 M0.EEY Purrs No APPmN.s MNE IEEn amNNEO. No DGNAM.ccnor. M MrYAIKN AINL 9ftN. ONTE mE COITRKTM Irs RECi}.♦D Nq TKMWi4Y REVILE ILL RN6 MD OMFR NNYp15 NNKIIEA Br NL 6 lIE PERIIIK NRYpNES 9. WEDNTO.Y frLLwC 6Udl.0 6 (3:1 6. 0WATu) 90E ADPES .M OEVVGE SMNiS. Wet) NBfA BLWEl M OMEN . SOL Sftl.IDNG uEIMO (.PPApEO eY u M) SNNL K APPUfG V.EN MnROA➢ 5® 1NNME IM A. 6 t' ICgOL IA nE cEIENAf mNnrcrM Nusr alscvsz peNVTEPNs N.n NCN NL SUNNMrRA<Ta.e w NEur Is6s AFpRRF•E1{IS F pEMTFNE 6 NWUNFD ORW COK.RVL^IGI NOPN.TOI $NOl1D OT66T rIN FINISEN C611ROL .R6:M NO EN6FER rO OErtr..E NNaoNeAre uETInO. 11. NEfER ro W1 to PWIIrM NILKIITx}I qµ (SMFW7 rLM µ1 ENOAW Nq emIIo,r CLWINO. DEVICE LOGTICN. 6YJ�IIOIB. N - NO CCtNIS 9111AM16 L6P�IflE W4YR STAICN 96lELil66. 19. P4NIYIr' PpMS .M Nf'JUERD nYl NL NETAWNf r(l$ . P 17 N Now 61 OENu Np T E WL$ 9W1 w aErom n . 9rN.rnP.1 Exc.EEx wM oEnM 1EYENED .xO NNCONp n TIE aN MNSN ro M1NIATKN IS. A S Mt SYEIY N 6 le 1 ARP Nl NNIS b TNL M QUTFA INFILTRATION BASIN NOTES: I. NNL1M14. MAN NtfA N'IDS w W Qflt-]IGV M w I OE EMI NG OMMYJN Y}15 IM :Mi M GPIMD M11 GE%X WL YIII. SEE C .L ON AffEr 11. z. NL TEYXNNN FM19O1 EGxTRGL Ge1cEs Yus a .srN,EO PNOI ro NSTNUTIM/CPISINUCIILN CF EiL1MlIGl MSK 3. NL A16 M It g 9WL K MVeU) IMY fROY ML.M M.FA w TEYP%.M SmY[N1 P6C WIE ll 1 4 C6PlF1ELY 4RNI.FD Np PWIIFD. .. LYN6INIGIICN 6 M9N SWLL 9[ MSYSpFFIOf➢ Wiplf PEIIIWS 6 RNIFNL aN SN'M4r. CL16+01[ryyl AMLL NEYw 915oDCF0 F NILCO NRER 6 q.f5EN1 ON 6 NEAINML 9M Y06P% W.A9116 SKMEKJNILY w ME PoIEXIVI M CAIOKIOIL S. C6PK141 ANp A1F/IUIC 6 ME 54 L5 HM/.M TE RCd Mq A6 SlLV6 6 1K WLrMTKN M9N NiM Sllttl W WI . dMNG 9R OEKI6YEM. ME IAFA M. ro rNE NEILTMIYN MAN AWL BE CMKKO m w PRMNT .CCEss w IEAW EGNPYENI. NSFPNHF EauR1ENl rd. COIriNOC61L MF MAN NCLUCfG ExG'MIILW NOES. LIOI! EaUNNF1R M111 TLM lYK TNEs YVbI L61P1EIR dl NOE 1E.CN OLma N F C6ICININ OCC1R9 Ar TIE M¢ 6 ME MAN. ME $0. 51WL 9E NFFRV.'IWm M OEPIM Ar IFASf b' F SNFIAW 00.1Fb. TE SIEN® NIFAS 6 uE IxIp6r4E AWL eE CpEEtlu BY I1MNG 6f WIO-14e.G. l- NEMCK Of w OO IESf TS WRIIL 1ME 6 6r61MICrgN M YiIMIE M.Y POSSHE IEEOS f9R EOL ENOIF01 T NEK7• TEST NIS ro OLIWYE nIE 1® NI NI rOEIgMN .V, M U,NV,OIu 1FIIARMV TIIF 6IIHHNETr. 6. 'O M'IF2 $F/SONNLY NGN rYTu CgpII6.S e. Cd11RV.Rd1 Mr O.IX6F ro IFNE BIIDN BOrtCY ElEV.TW NCX 1'-z' pMMG MSS PSAO.c .NO mwETE a9O.e NTu uPsmvY NEA s awuaO. P.p 1NpT6 -. UNIT 5 UNIT ;l0' 6 UMT o- .pN .tDn • NAss $LAB�!� r0 EnEllr MwE LOT OUN O POSyNLE HOLD DOWN DETAILS ALLIANT 233 Park Ave S. Ste 3W Minneapolis, MN 55415 612,750. 3099 .0 . vv allianl-Inc cc, J J Q Q W 0 z 5 a W c7 Q Z Q Er z Q Z Z 0 Q Q a I n.nsr e..INr Mm INI. Ple o. .P.eMkellm. .Te.l . wrero M m. e. wr.• m alrsl wrynl.M. eM MW Ir vamgFssgx.E EIN.Y.Eu una.. M. Ian el M. SMM1 .1 YINME90r. N.M P.NSOL PE a. 011111fY ASSURANCE/CONTROL OfT+METK w 9MMN ELL rROe¢* Na :+w+N 10 wox 10 of 29 / APPLE TREE LANE WATCQQ CEll%C EIQIVC Vr VF Oa 0 a�-P 1 0 20 40 e0 401 SEAL N FEEi GRADING LEGEND: MOVYO LA, LNE v.W YE IIELVL s y (Bqi fERCILD N RAX .E\ (WT NIBaNG Fp01PAii 1 3 t 1IM I'm REM vno flEWTOI wA(Y NLM REVAII[N (1i GOf/Il $FyFm wn NR rsc (sur wis) AvanwuE vrwv¢ srtrs wBEE�Ar sart —Nx— E%SrNG tblfdR PROP.y$ED COng1R J nzw p`� PRGPOSED SPo! BatvnnoN n Bsa CF ¢Lw Bla A W gpnaN 0' OF WL ELEVn1gN YREC a dWN4z y EMERGENG GVERR011 R[IUIIrIG RU.NING W ■ • PRGPOSED QU } e n —>—>— PROPOSED S1pN SE4EN PROPOSED FASEYEM PROPEllS UW $EfBILI( uw Lm — — — — -O mpBr-a-MAT TREE %MrEGigrl L1MI5 ^/�Ym"- EpSIING W07AI LNIIS Q5]N TREE To RELWN (PIg1ECD Pu'I't'w ALLIANT 233 Perk Ave S. Ste 300 MinneapGlie, MN 55415 612.758,3080 MBN 612.756.3D99 FIJI w alliant-m.G J W U Q a x O Z a g W m (7 (A Q U1 Z 0 g a = o IC Z R W Z U IL Z N 13 W W a CC 3 a a I e.ner e.mry Nm XaI. vmx. .PwNkeXm, e. rpex . p.panp ey m uM.r m CIrM n eM INar Ir d.Iv uc.x..e PRM[SmSgxLL ENGW EER unXr IM low o1 IF. $RaM1 of YMNESIIiA Y.6 WeML T Oel. Ileww R. QUALITY ASSURANC[/C➢NTR➢L BY F.IE DATE 3¢Ix ISSUE SUBYIiiLL 6- a-o-lx NArE[sI[v caMMExls WAT �MI-n cm w<-wwnLL P[ MT TEAM DATA oEvcllFu NM oaAw: Eu M IER Q: 1I1-0I14 $NEE* 11 of 29 (M1 ) § YIMAX) 4 904 904 9 T ron[a[r, 900 rwa \ WrIDFA ENs� 900 rNK IY 9W1 BF MI LiLWAlp1 rfAN rpyp N61YR' � SMA MiO ]0 WfOfr mow\ Vk F �Z `\\••NSIV"1`j`(O,N 092 PR�F OFl e9z 891 _ - 89, 0 20 !0 eo __-`" WAl' 14 FM SECTON A -A WATERS EDGE - DRIVE- -- --, :x 9 P[ R�1 NiLTNAMM W9N eoT10M r ROCK WEEPER PROFlLE NEW c®1[MEL we'!C um T.PE N A,A,c NorEs: ,A11111 a RMW $ IYOOT 51{f5 ]5]3, bOt, 3133 L SW9 ]: :,ASSN Iy Aw4c ISPFC SEO,) N,IX rFTEE'nF fMW_ I.wrn. Tp[ (sic. nv ROCK WEEPER (NTS): GRADING LEGEND dT uNEo[ru LOT On ,Y,�19a eYEAfO011ANi W,NaRosn Nw v.Ee T x WA ILOpt E E . (Ai eLNT) .0,TM w's Mn AE (v T wTS) ua,AlA[ cwtAaE srErs pXK... 91.E E Glm Cw1WN �lIS� PRC{VSED CON[WR J .IlM dy MgPOSEe $POT EIEVNTKKI TI ISL CF EIf IID EA WTTw f OF BOT9NL ".EVLIIw �a DWCMIN OF OR/u EYFAGFHCr O+E4ilDN eW11NO RUNNMG WH ■ PRO n wcN e15M5 — >— >— PROPOSED STOW SEMER PROPOSED EASEMENT PROPEMY ONE $E BLN K WT ow — - - — RMT-a-WAY iNEE MmiEMT U.n -R-i-- -3-�-� EXMTINC \ CETATp LIMITS 5]. MEE TO REWIN (PROTECT) nu lW®v - rho"' m -ice- W, SECTCN A -A u N,Aolc rw A / B SFen�tx{_e-e vE,w ulew INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) a ALLIANT 233 Perk Ave S. Ste 300 Minneapolis, MN 55415 612,M,3080 WM 612.758.3099 ran WW W.alliant-inc. com J W U 1Z Q a x O N_ J Z � 5 W m � U) Q U) Z 0 g 0 � i a a ccz Y a Q Q Q W Z C7 a J N W Q W a ¢ x 3 (L C7 ptllkexw,, a. rp . .K,aa Y^ a<r nir a '.aX o.e . d.r u<«.,.a Pgpr[TSwnLL.E Mcw[FA unar YINXESOiN nus[N rt pWLO7 ASKMRNC[/00MM w W1[ SATE 1= OE9IBI,FP 1!! oRAw: [LL R014R MP. IlidfY 12 [N[ET 12 of 29 95^ I 940 FASTING 1.001 PT 930 Low Pi PN ! PA L 920 0 +a >m 910 - - - -- I-Lv 900 I 890 880 =I HIGH PT SIR: 2+20.00 WEST PARK DRIVE HIGH PT ETEN 91288 HGH PT 5 : 4+14.33 PN STA:1+95.00 HI PT H . 912.90 PA REV:91276 PM STA: 13.25 K: 14.28 PM RE 51294 i111 PT STk 4+87.03 950 LVC:50.00 HIGH PT E1EN 91250 K. i N PA STA:4+95.00 LK: 00 PN EIEY.91246 RG K:231 LK:1S92 _ ED cmA + 940 1 H FT StA: T STA' N48.00> Cana PT REVSTwJ+50.42aSTk2+ i ElE4 912.55 EEEN912.51ElEVA K. 22.196 K'25 J5930 L47�LL�_Pp, VC: 3056 a �N�' 5+0454 920 91174TA m u E12?59><_0.STA = 5+11.21 ELEY = 912.25 - ------- -----------SG 910 I 900 890 m Sti Q 880 0+00 1+00 2+00 3+00 4+00 5+00 6+00 950 HIGH PT STA: 1+34.52 HIGH PT ELEN 9'6.71 PM STA 1+05.w PA EIEV:917.39 K:34.94 940 L9c:1so.GG I 8„ 4� 930 STA = 0+00.00 REV = 914.92�j 920E a SOOZ`� 910 _--- q^ I 890 RG aeo 6g s 870 BLUE HERON DRIVE 950 HIGH PT LA. 1+3500 91520 HIGH Pfs-3!j5 PM 6000 PN14.91 LOW PT STA 2+55.n LOW PT ELEN 912.09 940 L0 PN STA2+H04 r $ P PN I]EY 91199 K:145 I 45 m I m L4C:0G MORI 930W [EASING 4n I <> 920 ---_''5- I --- 910 900 I I 890 rl Y �wIN m 880 Sw8 EAGLE VIEW ROAD ,GHHIG PT STk 3914.20 11 HIGH PT E. 914.11 PM 5TA 010 .91311 PN K:2Z713.88 950 K:22JI LVC:35.00 940 EASING GRWNO LON PT STA: 4+32.94 LO PT HEN. 912.19 STA4+16.80 930 N 0EN912.65 FINISHED GRADE K:1463 LVC:51.00 NK - 920 im - 2.001 - VA - 5498.96 O.W� ELEV = 91a ri 910 STA = 5495.29 ----- - ELEY= SUM 900 890 880 0+00 1+00 2+00 3+00 4+00 5+00 6+00 I 950 I GRADE �HNISED 930 I 920 1 STA = 3+62n REV� 912.90 910 --- I 900 890 -II Y ah^n gam,.. G+00 1+00 2+00 3+00 "GO EVTE'H OX40 a PR��a4" j �05,0" t40 0 25 50 100 W-mF N FEET �� a ALLIANT 233 Park Ave S. Ste 300 Minneapolis. MN 55415 612,75830M wx 612.756.3099 rAA w alliant-inccom a 111 U Q J a a a Er 02 Q m o 7 Z n 0 LJ O 5 J Ll LL 2 Q cc Y Q a cr Q u Z 0 a n a J _Z o F- W Q L2J i Ca Q u a (7 77, e.mry mat .• �. .wnrkaxm. a Pr.w.w e m enaN lnal�l >Poressw L ENGINEER uoaa 01 IFN 51a4 or IHxESP,R m. LI.wRR No. OUNEIT ASANMMG[/COMIwOL Ix]YAIFh 1ww Hgl6l NR 21{-01M 13 wIWET 13 of 29 STONEGATE ROAD HIM PT STA T+N v 950 HIM PT F1EV: 910.24 95C PN $TA: 1+73.50 PM MV gl9.t7 1 K:20" LW N A0 940 940 1 +a +a I 930 I Low PT STA: 136.M I 930 LOW PT EIEv 09.67 PM STA.1+4 50 PM U 90 59 I - K: 11.37 LK'xio 920 920 23 , m, STA $7A x11.36 +m + o• = 911.00 2001L A, STA - 3+45.03 um .� EIEV - 91149 910 ----- -o.nz sod 26.95A 91C 3.33t I -- klEv = 9W.B3 900 I 890 � 89G 880 €+$ <N 870 STONEGATE ROAD 950 I 950 HIGH PT STA 1.90.50 Np1 PT E .. 90661 940 PA STA:2+0A00 '1LQ PA MVV "67 K 9.OI I LTC ]5 00 930 930 8w 920 8 920 i' II x 2.00x 910 _ STA 2+36.51 910 -0.80fL QXV - mm 26.95% _ -1.69A STA = 2+32.61 900 ELEV W7.51 900 890 890 830 i< 880 �on N"'" 870 870 sg 0$m O+OO 1+00 2+0 xm 4.00 0.00 1+00 2+00 x00 foa`a\ `N PRy PRE` GONSTa NHS FpP 0 25 50 to0 SCALE IN FEET ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612. 758.3080 rL.n 612 758 3099 ru M allwnt-inc com J W U J a a x i 0 m O W 0 O 5 J w a ILL a ¢ a a a Z I^ V W a Z J O 1n i W W i 3 � a cs cllkaXon, w ..pe.r . p.por.0 E. m enexanurm d,I, U.. a„h MOfF5S10x4 Lx4W EEN unMl m. ia. r m. smr. or wxxcsori Y.0 Y.YSOr. K OIIMRY A591M11R/COFx1w0l 1Wj161[R WII 9Kx.r6 Lu rKwFcr xo: xtwln 14 vWn 14 of 29 �= o Foa a\� iN`N 0%4 0 30®G00 SCKE IN FEET NHS FDP LEGEND: TNS1W caxrow _TIRES PPyO5E0 COxIgN _� CMLTRN IY ORNWE ■ I GIOVSS CATCH BAyE AUPC6RD ST. 5-NA FldNaEO EASEMENT RPR I VlE SETMER DE LOT NNE - — ANiNr-a-NT O EI6SIMG TREE m RyN � AOTU:fCM I —PEANNIY — AT. wAA"".(WE CNA4y WAR PGT ANA W — niWSD Rr nwS DOW GROPQ [] NIr 9OTLRON DND IAA Wryer �B -EIM(RA, DHAMD wUNry .. MA55 GRAD. N2)A WxSTRCDN EARAS YRiWUILn I �III�®©©Illl.i�llll�ll�ll�lll�_©III®_©_'. ANNA ¢Iu.FRT BARBER 1. SILT FENCE CMYMT 3NMI) 2, MRS LOG 3. ROCK IEEPER BEEr PRDTFcnON m..is 1. RINGO (.DDT TYPE A It C) 2. KRASAF STWN DRAM/OUl WRT 3. SET SACK (MIpOT TYPE A) 4. DANDY BAG (MNDDDT TYPE B) NETT-1RACKIxC CON 1R2 STAND IZAn(N NL'e 1. Y COSHED DENT RODE 1, S ELANMAY (LAND IMMEL(NMENT) MKDUT TYPE I MUCH 2. EROSION WOTRW BLANKET TuiWMn• SEID uy MADOT CAT, 3 1. 3. HYONC' DAYS 21-12D (WINS BAY unOO TYPE 5 TORE 2 YNOZAnW) Z. YACOT-Tl-tll (1-2 YR 9TANOZA1pN) 4. -M-11 MRF REINFORCEMENT MAT AMERI SC250 vONM AMERAT GREEN PERMANENT 5® uAIESTAi"AAnd DR EaA1-uROOr CAT 8 1. T WpDT 25-E51 (RFSpEIInK '1RFJ 2. w0 MAIMINGA•TMTY 1_ CONCRETE WASHOUT IS DONE aY TUCK RM A MOINE'EA9NWT SYSTEM PROMDCD AND CCMIPETED DY ME CONOEIE CONTRACTOR. VICINITY MAP SCALE 1'-SOON NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING TLE MAss GRAaxe CONTSAc OR IS RESPONSIBLE FOR INSTAULATON OF ru EROSION PRO MASS GRADNG PHASE SEDIMENT cMlRO. SST MANAGEMENT PRACTICES (SIPS) AS SNOW IN ME AI PAPA W55 r INSTAL, srbEl¢D I SYRUCnax ENMAAGES WAI NG SMAP (EZCEPI FDA POST GRADE SILTS EEIDEa KTIR MUMMY CWSIRUCTCN L N"PARE TEMPORARYPARPONC ND SPORI AREA IN AETYM W BS NK; TO S .WA NS'ED AT A YRN W INPlKK IF SHOW ME 1 INSTALL` AE P E-pfMWG SILT `E CES AND N£BV T PROTECTOR . ON ME SITE. CONDITIONS.G ADPTICN4 BLIP 91WLEYENTATIN TO MEMR SITE EROSION OR SEpIQR TRAPSPpR MAY S NECESSAR• ME MASS MAKING CONTRACTOR IS S9'CN9BL£ FDA L l CONSTRUCTNL PE-OI.bNG EROSION NO SFp.- 'A. NNTR0. BRI 1 COMPLETE MASS GRAVING AND INSTAL n]VCNARY Mq PERMANENT SECOND AND v ANTAG. Been REWIRED TO CDNPIETE ME MASS GRADNG ACTMMES ND SUBYWExT TEYPDRMY S. CONSTRUCT POST -WRONG SILT FENCE ON PIE 97. SOIL STABHUEAMN NECESSARY TO PREPARE STE FOR STREET AND UTEItt CONSTRUCTION AND HERE BMLDIw AT THE COMPUE CN OF MASS GRADING MDN Ao SATSAC MI SITE SDL STREET h UTILITY PHASE: $TABJLIILN. `K CE GPEP ART MASS, M. LOTAXTDR SHAL CCP 1. ME T. NSTAL BDItES UMRISRANS RETCH SEVERS DI1B5 AND DII Im TRANSER OF KDES PERMIT WSPCHS8I H FS TO THE STREET AND URNY CONTRACTOR Alp L NSTASUP RAP L IARMND OUTLET STRUC!IMS ME DIY O INM ONAL STPIER STRUCTURES 3 NSTAL "'Al PROTECTION AROUND 4 PIVNE SITE FOR PAWL ME S1REE1 AND URUTY CONTRACTOR ANO CITY TI&L THEN ASSUME ME RESIERISN'nY To S PARE SITE NOWE INSPECTION .0 MAINTENANCE Of ANY AN� NPS AS MELL AS IMSTAu ME E NSTAL NOT N cE N SMCES /ACTORS BMPB REWRED N ME STREET .AND UTILITY CONNSIRICTW DWIYEMT SAFPP. 1. NL STAPOAI' S ST STREET D UTRT FENCE UPLN COMRETCN f STREET AND UTUTY CCMSIRI.'C110M. ME STREET AND UTUTY B REAOAF AL T]NQMY EACSCN AND SEDMENi CWM0. CE Cm T�TRACTDR SHAH NUAKIW ANY BAPS MIA.ED COMING ME STRUT] ANDUTUTY PYASL NE NO LENDER PEOUIRED AND COORDINATE 11E MANSFER OF NWES PERMIT [NLY T SITE 5 STASLOED)F PEOL.HED Br ME Cp11RACT RESPONSBILITES BACK t0 THE CCWLTP R ON TERMINATE ME PORTION R ME NAVES PERMIT TRANSFERRED TO ME LIT" AND MEN CORRKTM. EROSION CONTROL ■ l fir$ 1A PULTE HOMES 750C OFFICE RIDGE CIRKlE. SURE 325 EDEN P ME. AN 55344 CONTACT: CHAD ONSOARD PH: 952-229-0723 FIN CNOD.Ne99FOOwltN-ouD.com CONTRACTOR: Teo SWPPP BMP QUANTITIES (PER PLAN ]3A0 _ u "ICE 4 15 OF Deal PROTECTION[ 32 G NOROL IIW W/ CD PUNS ¢Fn/SOD POST MAIDINC AREA 9.0 AC NOTE: 1. SEE SIE£F to FOR ALL ER09fIN Np SEUYFM CONIPOL RETIES AFp OETNLS. TO ALLIANT 233 PaTK Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 Mw 612.7533099 Fu wwNv alliant-inc corn J J Q ¢ W O Z 5 a J O ¢ O U m Z 7 w (n H � g w a (n r a ¢ z Q a Z Z O w O ¢ ¢ a w Mcl rn .Mew ;xea. nM ICI I NGNINEEA vndw State or MAN RAYYNE R DESIGNER W MART flL NON6T NO, ]I{bHN 15 EMpY 15 of 29 - WATERS EDGE DRIVE DND� ,1 R�'EN�� r/✓ lP Fl� �-= E��M��1 a�oHs 0 20 0 a0 Npi FDA SCALE IN FEET LEGEND: �83 WOEISD WNIUP — — — — APPLE TREE LANEa EeEIEVr %>♦r1r1�L�Fi� 'lY 1N�6� EOi UE I L � i � ♦ ` \ MNIK'E-i1r DZnNG nU TO IEWIr i 1 11 - F9 1� = Toil :. • fII r,ll B 6Cf�' 0 2 1 91 a (3 5) I E &5 (H5 (1 2) NOWE FAI - ,o 11 oil 4 i�el 1e IP \e„ \e� �TDIPORARY SEOINENT BASIN AREA W/ FA9MLOTN mumm OIIT S TA TE H/GHWA Y 101 Jim a ALL`IANT 233 Park Ave S. Ste 300 Minneapolis. MN 55 15 612.758.3080 NUN 612.758.3099 EAN w .alliant-Inc com 0 U r- 03 z :3 W U) 0 5 W Z a = r o cc z Y � Q Q W z z Fy J <N i z` W O W cc x W IheIM1ea . p.eHlmx r �paH .a.e� uan mr a r.�c�a�� prvitbn anE IIg1 l-ENGIJ wGvlr NLMfFA unJ� 1 a^SpNLL MN ]IaM 1 NINNESOiA AAeNsL OWi■Y ASSURWMO./CO■MIX an .a.■ �m 'AAW ELL >WIUL x0: 316biH 16 ,.11T 16 of 29 _ice O 20 4o eD 09 SCALE IN FEET FOP PEV\EW oN`14 .0 N1,41 sl ��t,aN WATERS EDGE DRIVE -DND 1*14UE3, ENSIK, orxrdN res Pa'/�D coNraN oee;cmN a IRro04➢ ara ersK wNYlvm sraM Y\ER w6ER1. aR m uK C Em'INO rKE ro KN.e IrbF VA1,OO1 U1ers M SI »N4'03➢➢ W . Q. pµV!) x5E NNFEH➢ W fEVCE 0W fAMYf) II wE DND , aNw K9 PIX.x 4]SIR.GId fN1Nx[F Pu' ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3060 uuJ 612.758.3099 ru x ,allianl-ix.com J W U a O (n g a J O ¢ a Z k O co z LU U)) M <� s N a y = o � � a a a w Z z a O_ N a J en N a W O ¢ ¢ a W e.nu.�nan. a . »ALP=»a q m m, , e..» oxai,wm a SN) uEO. epE[RgxLL EIJSt.EEe +nJ» MMNIa.a of M. 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EX5VIG AMITIES SEIMCE LOGMRNS MIT EFNAM NS SHAH W V MFTFO IN -1-10 PRIOR TO CIX51RUC 101C PROPOSED yNFUM SEWER -I- PROEI WATENuMN L MANF.VN A MIN 18' VETEEM SEPMAl10N AT NL PIPE CROSSINGS. WATER AND SWRMY SEINER LINES TO W ENTR11G .NN 10� VEL SEPM4TpN. LOWER WATERMNN AS NECESSMI. PROPOSED CATCH BISN PROPOSED Y W,, MANHOLE ). CON'PACTOR I$ RESPONSIBLE FOR µl PERMS PRIOR TO THE STMT OF CON$IRLC;igN. M PROPOSED GATE VALVE A PRCMOE POLYSTYRENE INSULFMM FOR I.LL STORM SEWER MO WATERMAN CROSSINGS WHERE VERTIGL OR PROPOSED HYDRANT NORIZOI SAUNWATICN IB LESS T 3% E%STNG GTE VµNE S. µL UTI 11 WORN WiMIN MINE R.O.W. SHI COMPLY WRH THE CTY OF CHANWSYN ENGINEERING GUIDELINES DUSTING IrtpgMT 6. NJP% (UPrER STATE ONE GLL N HOURS IN I WCE OF ANY UTILITY WORN. EXISTING WATERNNN EXISTING GTCN WIN Z. PRONIOE TEMPI TRUFM CONIPO N COIPLWNCE WITH MIUO" "IEY<ORNry TN/FTIC CONTROL ZONE NG SSTORM IAOSUFS-RFD WWUA- ATEST REVAN SION, FOR Y CONSTRUCTION IWTHN PW_C R,O.W . USING EXHG STORM SEWER SEWER B. µl i0 BE M" DIAMETER CONCRETE W/NEEIWI R-1842 CABRNOTEDNG. UNLESS NOTED C115Y TING SNNM M.VWOLE ENIRAWMDIAMETERNXOLEB OMERMSE. COSTING YNRW, SE`MER 9. WATEAMN, SEAACES. AND VµNES $ BE INSTALLED RON MINIMUM 7.T OF COINER v ONE' 'N" EJt6N y 10. WATER SEWCES SHALL BE 2" OIA TYPE COPPER, W/ 1" CORP. STOP t I' CURB BOX. fpP P M�NPz\ON IT SEWER $ERV4ES SIWL BE 5-PYC SCH AO MINIMUM Z{ SIOPE IMLSS OIHEFWISE NOTED ON THE vLNNS. z /N I0G 12, WATER SERNCES MAY BE P E➢ IN SOME TRENCH IS SEIER SER✓CES PROVIDED THAT A ZA" H Cµ MO A 36" HORIZONTAL SEPAWIICN FOQ GO ME LWMMNED. 0 m 60 12D O N 13. ALL CJRB BOXES SH BE KUUSIED TOM ELEVATION OF I" BELM FINISHED GROVE WHEN IN GRASSED ® ORFAS WHEN N ORhI'NAY MATG PROPOSED CRODE, SCALE IN FEET 14 µL 6' AND B" WCERMMN SI BE C900 PVC. STORM SEWER NOTES: l[SU� 11- —T 1 pL'AFIg6 WO FINAIIMS SNNL BF VERInFD IN PR 01 -0 CONS'RI.C'ON. Z. NWMMN A WIN 19" VEATICA. SEPARATION AT µL PIPE CROSSINGS. 3. CON'RACTOR 5 RESPONSIBLE FOR WILL PERMCS PRIOR TO THE STMT OF CONSTRUCTION. A. PRPnDE POLYSTYRENE NSUUTION FOR µ1 STORM SEWER CROSSINGS WHERE NERTICII OR IORZONTµ SEPAeATION IS -ESS MW 3'. 5. ALL STOR11 SEWER WORK SNML COMPLY WCF ME CTY OF CNMNMSEN ENGINEERING GUIDELNES. 6. NODFY GOPHER STATE ONE CAEL 48 HOURS IN A LANCE OF AWI UTILITY WORK. 7. PRM,DF TEMPORARY TRAFFIC CONTROI N COUPIMCF WON WDOT IFWPgiMN TRAFFIC CONTROL ZONE UYOUTS-FIELD MWUM" -ATEST REVISION, FOR MY CONSTRUCTION WI PUBLIC R.O.W. 8 ALL CISRNGS SWL BE NEE. OR MPRONEO EOIHL APPLE TREE LANE x/R a ALLIANT 233 Park Ave S. Ste 300 Minneapolis. MN 55115 612. 758.3080 MART 612. 758.3099 Fu www.allian41nc. com w 5 O a > z Y < cc w z a (L N J Wa Q W J_ °C ~ 3 a D I xm6Y aerMly Mel IN epecXkenm rpon pppna 0. m mxl eel eugrviebn onax � a10 Donna uneer >ROI1SSpNµ ExII I Me . S Slab of WIMESOTA WNW R.USLN. PL DISR"Wel, NOW DRI ELL WMI ft A1µ 9 16NEET 19 of 29 HYDRANT fII HYDRANT WATERS EDGE DRIVE Caw M3 i CEEN 214 \ C �9 0 Z \ \ CB 21 CORM SEWER SCHEDULE. HYDRMT — — — --- APPLE TREE LANE -- e 3'0 w 'N� 000 ?SLT'W�OrI \ CBw 2Q7 L FES 200 FES 500 0 � cow Sop MYIMANT \ ,HYDRANT v \ Axe NEYWAV ED iW CAST INTO WALL 1 BY IT307 WUR WA RAUR 1 20y E, CONSTRUCTED IN TRAC BY. CIXIINACTIXt If -I MEIN WµL 3 HOLE FOR 8' R co<< ) m IN I W ° t Cow 20 =" N STATE - INSTALL —HYDRANT m PRE-MLTEREA I SEALANT ALONG WEN WHAllL AND UNCTION TO PEEANING 1lHYDRANT LEGEND: —I— PROPOSED STOR" SEMPI —�� PROPOSED SWTARY SETTER — I — PROPOSED "TERI PNOPOSEO CATCH BASRE PROPOSED SVRNtY MANHOLE M PROPOSED GTE V&w PROPOSED ENTRANT D%STWf' GTE mK DUSTING HYOPAM E%ISTING WATERMVN COSTING CATCH BBIN E%5TNG STORY MANHOLE E%ISIMG STORM SEWER UOSTEIG SANITARY MANHOLE EMISING SANITARY SEWER FOR 2C RCP w." ADpT10Nµ NS c-0' LGNG 2. - e.o' ORIACE E 903 DO N 0 12' HOLRZd'µ ELLV FRRC1µ lwmv�FRMW �RETNYJT-` INSTALL PRE-MIMEWALL D RNER PEASIIRE SET INVERT FOR OURET WATERLESS SEALANT PIPE Mi NWL TO WPROYE APE AEONS WEIR WALL AND CEi ANO LDWY,E SLOPE ARWNO YR JONCDON TO jONME PREVENT LEANING [LEV-016 G0 f WEI APE WEIR WALL (TOP EL 90J.1 28.IT OF 21' RCP a-s a 1.T9 2.- a 0' ONBCE EL III E5 90Os - \ 12SHEAPE 3 OF 2 RCP ' \ 8' YN. EL90200 DOf YIN. SEAR THICKNESS - fi AGGREGATE BACNAU A DNA. M. . (YNOOT SPEC. 3149H MOO) YAN -HYDRANT OUTLET CONTROL STRUCTURE WITH - CONCRETE BAFFLE WALL WY - B CB 103 i COW 1a \ EMITTING HYDRANT-\ CBW 103 1 C84H 102 � \ WIw10 \ STCTTRIE MMENOEE PPE TYPE \M� ttoN BULn/�� caNIYEIEo ro w 1) ooNgta�c 2z sDRaT PNC NCt H.12 BDRJS PYC 11.W Sgi-6 TS 0= 1] O2 $IXV.'G PVC 15.01 SCFTHW L 0 20 ac Bo 11 m sOR-0s wC 1597 SON-15 PVC $ AEE IN FEE' 16 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612. 758.3080 NAN 6t2.758.3099 FAr w alliant-inC.com Q J cc 10 rn = � cc F Z } z Y 14 cc w Z IL a � N a J W J W a 3 IL 1,' [.Ai *� I HI[, M....P.ellkall.n. 'wi Ar- M.[m' a lb eM ual I aw^1Yw wry uc....N PROEESSgN.L ENCINFW un4� 4. IPA. of M. SMR 1 YWNLwu Ai iii N: 011AIITY ASSURANCE/CONTROL NswNlr Wn pYW ELL PROJECT NO: 31[-01N 20 SHEET 20 of 29 IY GO NOR U�J 6uS (N.T.S) HOU FOR IS RCP Y(W)A-(H) ORFKL EL SW.BO A -0 Lt N's tY'ittttHl--tHi11 Y .'-0� LONC (RAZE N•12' MSTAIl SKIMMERMAWSECTId A-` Ni PRE -MAD rrrp�rr�„� g•,� WATERLESS NSfALL P:2-N!Ep WHEN FEASIBLE SET NKRT EQR WRET SINE WATERLESS YHINT qK 91 NALL TO IMPROVE HPE ALONG WEIR E]. ALONG NOR, WALL AND COVER AND MINIMIZE SLOE ARWIID WALL .0 MB MN d CDON TO gIINLEA. JIINCRON N RREVFNT LEAMMG P EKNT LENMNG ELi YIW7A'(N) MI`ICE EL 900.e0 - WTL£T 'PIPE OR WALL (TOP ELL 902.= W)a6 (H) OXPICE EL Im9, HET PIPE `11.Y MIS' NoR MIN. CL-5 O O.mS E 999.m uIN SLAB THICYNESS B- AGGIEGATE 9ACJIFIu/ 1 'MeiNC(E �1 (Ni SPEC. 314" WED.) OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL O 20 W RD SCALE IN FEET EIeS,Ww NttMANT SANITARY SEWER SCHEDULE: WATERS EDGE DRIVE MH INN PIPE PIPE PIPE INVERT INVERT RIM STRUCTURE MWBIHOLE PIPE TYPE FROM TO OD. SLOPE MOTH FROM TO EL NI Ill MILD SOURISOE w+t EJ7 m u m83 B WR. 121B SOR-]B PVC wn w omw %I mBm mace B+nm Mm sows lNG w13 mi omol n em 791 MVI wool ImspasRNA: wN wtz al n %Tl Mi II Bm.TA m amsDi PvG wIs 1111411 1 81 mcom Intl MT.SA Mal mB.sA MI II Das PVC F!Oa awNPRy G� P�ooNsta NO Irtel:I11113 ->- PROPOSED STDRu SEWER -�- PROPOSED sVlnARY SEWER - PROPO4D wAmaimui ■ PROPOSED CArch IBA9N • PROPOSED SNBIARY MAi N PROPOSED GAT VALVE PROPOSED MYORIIIr DIMING GATE VALVE EM6TNG NmRNR E%6TNG V ARD MAN E%WK WOH BASIN ESInK SPORM MMIHOLE "WIND 7011m SEWER "ISTINO SANITARY MANHOLE ENSTNG SMBMRY SEWER STORM SEWER SCHEDULE: m' WAW��©�10111111�` ®IIrY®1�111�1011u1i/ m_�_®_111�10111111�®_�_®LiJYI0111�11� PUS ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.30B0 MAN 612158.3ON w WNw.allient-m com a w m a to r r � o g N Z a > z Y 3 w Z a N i N r a J W J LU a 3 a I x...er e•H m m e pi... .narkalien.11e. mw one. p. m epare0 -n.el a exex realm EENGINEER aRJEE55gxLL'pUt Ex41xEER w� IxMlo.e al Me SIaM el xcs9u eIYR I+MNfK K NN ueelm N. OWIRT AAURANLE/CONIIEOL nswmry uN WN: ELL EONCr N0: z1a—a1» 21 sNOn 21 of 29 i ♦♦.■■ ■� , �♦ • lit Al v -^m. �j i ai r Y r. lab - _ Ilk64 y APPLE TREE LANE WATERS EDGE DRIVE 0 20 40 ao r SCALE IN FEET I LEGEND DUSTING TREE TO REMAIN lY1� ELSTING TREE To K REMOVE' R REMOVAL UMIIS/FENC£ TREEINVENTORY T e 'p!N fpnm tIYM.a• 901 U 9a Cra0e • MMm 90 9m UmN x e Avr ffi 15 Ker U ARr 9l BmrNOX rlu+AnwluM 4x X 909 t Nxk Walcott lu Ims ni x 9I0 Iu m a <!e! 913 IINEPIrR Plnci reslnoy X m 13 Nad Walnut lu IaniM ra x ml 1 MYk Wanut luxlm ni n x 11 Mad WNrwt lu m x 9u I1 wM* W M.l I x 916 WNOpe Kean x %7 10 x 9111 A mpl. Ke! x 919 11 mple K!! x U VNlut x Sri 1] M* w Mad Ww I mN It 9xl A — I mN a x 9b II U W+I..'MxxW Mxi nut Juomffl,, X 12 N. Walnut lu w x m 19 Nxk Wanut lu lxsN2 X m v Nad Wanut lu lansni o X 9x] 13 Nad WLnm lu ansnl x 11 N+d valnm 1 mN x Mxkvamn I >n x ll wdWMmrt 1 m x 991 BMd WMmrt x Fra+inus x m 999 1 N PAx dPi. Pin %nusrtsl.•M x 991 13 I<a%rc Nnsrtsinpsa x xvmaer Kern MR It OF 4..n Ad lrm — It 11 an As• Flairws pe x 9H lltlMrry QltisadE•nblh x 999 1] xwflEe. berc ntle x ENO 13f e.As. F.1.Ienb X 9.1 foc[Rnwood PRPUImaNtoaies % 9M 19 %tea m UlGoM.Kx Fr Mn b W pN�VA f0 aE�IE F "� P��` PM�1� �o11oN No 1� PIZ ALLIANT 233 Pak Aw S. Ste 300 91fnneepor6. MIN 5Sf16 6121M.3060 ra xa 612158.3099 w w.adiantbinc com J Q Q W N Q m a 7 p Z 5 a r IL cc Y O Z a w Z > Z J W W W X Q a � ..nlry .asp m e��.Pr�i tuP.nlYo a�N u.r WroffsspluL LI M. la of T. uIMXESOIa W. 11..E 11.. OIIxl9lV ASSWANCE/ OWN-N. MSINau w d1Av: ML PxaEer 11x xu<lw 23 9Im 23 of 29 LEGEND 0(.---- GAspl, Ie�Im I.m NI A MOFu. sa6 w s.rz a ie� IElomn .enrol MY X.. IIm .1 w s.TL Am NA V T A MiO SEEDING NOTES: POLO AREA .- MN STALE WED Yl J]-MI. SEEDING RAZE TO E 1..5 ./ACAS (POE IA£ SEED). MSTATE . MI }}]]I (DRY IR.WE RE EII.AL) SRUMi RAM TO AIRO BE ] s m/µRE (NINE UVE 4F➢} ate!' w UAW SEED MIX . ORO. $ WNVM RATE TO ME u 1n/AaE (PORE .' SEID). µPLY SAID 14 nC TaTtNRc MDLCII SEEDED AEAS RIM w/DOT TN£ ] (YGA CCRIITEO I.SD TREE) MULCH AT A RAZE SE 1 l0A PW ROE 1RO01 .R IIOIRs CT eM NF Nut 9101LD TEEM 9E 05C IKJRACD TO ROMP IT FROM 9t AWAY. SRANB IEl E MAIM) FROM ANLL IS -ALLY XI ON SFPIEYRT m - TREE]E W. E IIYp104E1AN4 YRRE O...M., SCO OAl. OE MMIp1 PER ACRE REFER ED MN/DOT SEC . Im PROVEN MSTAIATRMI E M NNO-3E9. AL NAYT SEEDS IIYD ON TONS NLOECT SINE. E CERTFIEO TO E Cf MNNESOTA ORION BY RE M... CROP MPRO.EMpIT AA.XTM (MCA). 97 TO BEFREPARED BY LOOSFLPNG TOPSOIL TO A NMIM OE9TN E l E. TN. 9TE m E N.wp.ED W gN(Ffl FCLORNG SEECN4 AFG TNEY FAC ED 09W A 0An-FAC91 OR ECXVLFNT SM MGOT ¢EG1G MNNN FOR R6 ONORM ... EEDED AREAS BY RAMPING. REYADINO Me RCEANYMG AS RED:ssw. m ESTABISI A wFDxY ENS: STAG OF THEsPECiFD .0 RATE. ACCEPTED MY .AREAS FMING TO ESTIHl91 A SONG 91M1 E NI REFO1M11hO MG REMLLCED MEETEIR NOR VEGETATIVE COVER IS NOTAwE.fD. RESEmi.G SINE CWIFI A AL EIDECrz TO TESE 100FICATRNs. TK CONTRACTOR BIND EPYI ANY p/M.YiE m M RA2 AREAS NEW -MG FIRM EMOYN .ANI EQUIPMENT . TIRE CONTRACTOR SHML REAR O.AAi. NDLpNC EWADMIG. E¢EDMi, ETC. As REIMARI, BEFCRE S NFICAIE OABOE 000.RS LON MOM IN.ET TO WLTRATIOI 5A9M FIND E PWG DURING CCNSTROCPCN AND WRING FRW R41 WARN SEASON TO ESTAR191 YEaTATCN PPW TO AN STATE SW MIX MANUAL PLANTING NOTES I. R6T4L A' MIN. TOR SOX. TO F SOD ANDW.. FME Gi. 1 A 1 SOO NO SEE➢ NFAS z STAKE OR MFM Al I/M wWRIAL LOCATIONS PRIM TO INiIA1.AIlON. 1 ISTML .-e• EPM 4PFOCE➢ NVmR00D WLp ROAM ROOT SVKER OF ALL TREES 60u2D FROM PI ®' .. FIAAENG . SN.41 COIZ51 CE 11 A SaECT LOW' TORSTL ADS- lua. Me RAN TARE. S 0}iIflELY OlPPN11EF AM WORRY TOIL A PEImO OT ONE YEAR WORMING AT TE RATE m KCEPTMKE YYF TLL RRpVVCOENIS PNRMMM' (A5 PEA OISLIVI OE RAVER). R. ML wRTRML 9 COMPLY Enl THE IA77 Epllw OF ME µER4M1 STANOAPO TOR MFSFRY SIDCK AENCMI ASSOCMTIw OT MR6ENYNe" x. AL TIME TRVMS BWLL E INNO PEO Nnll B COPE $E RAN. ABLY RAM I Np4ER AND REMOVE IN PPIL M CVL IXfIQ SOME ONE G - .! 651-ASA-OOJ3 ION .1. AL 9, VNI AL %ANT VAMRAL . WCWCNC WAMANG. wnL TIRE AVE CF MCCEPTAKE 10. NCN@NAM NSIAL 1. RRN LENLWL CONTRACTOR. 11_ STAKING AND GVnNG O T I OT'll. wNT.W IDM M OF TRQS TOR pMTTIONI OF MARVNIY PETRW. iz ME10 AAFAS CF CCMSTAVC M OARS AT ENCEERIY RlE1. 11 WMIRFCIOR TO SPRY ESWR AND ROY.TOM M.W MRGLTIPI RNI GM 1. CgLNGE IM .1.1. SW AND 9RR B M SW MR Swue .RJS m E ON .EARAM ]ORES. 1¢E xw BIG ON 4wO:m EG RSTML WARATE Y?ER =Of RADIATION SSTEB CWGNRTE MM GppGL CONTRACTOR, NATAE SAID A EAR . E ON SEPARATE ] ERO.1gN INN 1. M WEDED MNAS SNHD E EDLI `OM TIRE zOE slurs DwN ArzN x 'FRII x MAMS OF s AND tA. 9NEFP AIp FROM AL P.UED REENA S Y0 REMOVE ML DEBR9 NEsunE R11O1 I.,N09'AA DEwTGNs Is. EOWAL COARCTS = F = rA ORMTY T WL A EROSON COIIT0.0L SPEOEIGMMI FOR G6TIAIED MFA SC AiKKN. LANDSCAPE REQUIREMENTS R RE - I IRE£ CER l0i RIC"D N TIE. 1. RI NONE RAN. XXXOOm _ I TEE PER IDI (w '1EE5) x. ...-...,.. ...v. IETOESI.T.'.� Rc .R:.MMr EaORD - ;xl IIEES. gE 'JIM. '.FF COME. PUV RRPSEO - xA 1RfEs REQUIRED ONI %N6 8011EVAA 5 A W CRR ROAD. M[PFFCRE 9RF . 9 IS RE➢ItlED BUTTERYIAO 0 REWR6 1T MN. BARER AREA MEN ] DA16TgN TWE9. A ONC IVR' . AD R SNRIIB$ PER 'w -F. IONµ MIFIER/MA LENGIN - 1. Lf, AONG GVEA1 gAx6 9A NARD AT A .SO ROM. TER BVTEM'MO WE . IS A. TERETORG MFK ARE ] OVER ICI. R C4XRFMI AND S 91. REWIRED TO E PI.vrFO w TER InvY. ARIA vRGNGED - a GAE>aIOR.. s FDIAERs, s sNlRres ON�y PENLEW FOP `� A\� \VOOEH5jPUO1(oH NOZ FOP 0 30 6o I' SCALE IN FHT ALLIANT 233 Park Ave S. Ste 300 Minneapolis. MN 55415 612.756.3060 RAM 612.758,3099 FAx IlvEallianl-kw.coln J J Q Q W 0 z g a z 0 J �a H N ca W m Cc 7 0 n LL W F- cr J C3 (L z > Q ir W ct (L z U (n J 0 W z IL Q IL J c.Rly N.F^,W RT m alncl d.N .Ir Ucm ARCE III. I...PA .Roll NINNESOTAI M. MARE MRpKLGI. RA. AUX MY. LAMM ILL OVALLY /00MMIX D®WCP. 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AL 1a .5REP ARU RLY AL PANED p AIXS ND oiN ola5 As TEo$ARY. BRmE 9i1. R1GW r DWAO. aCpMS TESLLTNO %8V WDSWF m ,"Roci6 15- GFNFAAL COIIDCIDII BWLI EOLLDN TE m /FATE &R. a FW54 MMR mLM STAW SIM YN YNDAL COITMA SPLOFlOVON :m D6Tl1Om NEA RABAlURD1E ENTRY MONUMENT AND LANDSCAPE PLAN a NEt•�B' FIRE PR DETAIL PLAN a slue r.lv LANDSCAPE REQUIREMENTS I. R[aNty - 22 RI105i RE LWCPY TRfE mVfRYE PI.N PROSEO 11QFS - 92 2 MmNFD: ONAT q By ,RRKI B A OBLECXR FYB. 1xO1FFOE BJfipNARD B Is RFOIMm. BYiFMIR) B REO,MS 15' W URETER AREA RM 2 OEITON TIES. a ,R)ORPO, odo, AND 5 SLbMS MA Im' Lf. TOTAL BOTENA/D 8 I31WM - M1 F.. OEAT R BmIEWO IEONXO 1. 0431STON. 22 ORFAWAV. 40 51RK11Pl RIOQD• a IA U451tR/. 27 OICE161CRY. 42 SXRIAS TIE FAST AIA PFRN 1,NE yMRll (f W(F AISW All S A YREO U¢ ZONE. T EM3OE OEEMND C IS 1@RRm. EXAMR AND c WgkNo S $0' RN. 91NIA AREA RM 3. "REM 8 NIXRSION TRfFS. AND 8 SWL95 MR 1m' IS. TOTAL 9RTOI YARD c I3NM -RSA _F. CF NPAACD SLREAGE tEORMII - P ORRSTORr TEES 15 UNmR6TON TORS. ND 81 SNRII05 PRKARX • - B OVFRSIOtF TREES. IP .,H)TWO2I TRUE. Nn 25 oRAR • mXFW $UB511NIM RAW: 8' CmMR - I OLER3ION TEF 6 cdFFA - I IMOFI6fON TOE W,AR 1 LYIR.EIIT FNRFBCd NWORLVL Mllbl PflE M1FX MAY mal0 I1-58L (1+PJ I {-K ♦i _— • / L. s PILLAR MONUMENT AND LANDSCAPE PLAN a scue rs iY' FIRE PIT AND LIMESTONE OUTCROPPING EXAMPLES__ a noT Fuae Pt'!ty 46 ALLIANT 133 Parr Ave S. S18 300 Mnneapul, MN 55415 612 158 WK 612 758 WIN =.. . w3lianl- inc com I II —A, e,M13 •Mr1Tlwnwr, s mi—1 G In ma Drvn NN.mNNr ua ek ARCH xBwPaRCARCHIn. k.0 A lx. OxxESor xYR RRWEG. f AUA 1 2• SIEET 27 of 29 .�>rmw�s6aw�' q.uYX �� PIMN 's'—P1 E m HE EIE+EI�Y mvX�.a®tii.v�mrwv auRnp.y>YNt auuatYYwWP NIE gµ1Np pEL4 is Q _ _ Jp t R� .. m�.� QUiNE66NG DEPARTMENT ^'a 5M PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS Paa w\�M\N �Gt10 N o9k, foGDNSSP P amm �},�'WSiAYr"MTN`rr�X"• .fie �.,�s.. n77t iiiv' >:gym x.m.m. t'j� .inY�1 FMENt PimELTd Cfi4 (OPlld n � � a YY:YII.t .� flit/ e • ~ PC T PRCTC!, rEi�4yo(WIYJI 31 1 Sire 12,r - S.Y.�R�".7L.-4A S ¢[CLING WEE SNa1 DETAI .w+m> w aAnmw sm nuYxc / come xru� """'^ m• BOWIE ME EEI�Fp HEIWLY ypIaL9Ef�6]Il EBAEIIdp STt R/1nM4 CEfK r sFull I 0+ * — I }�114 I2\EXG\`PEa\SJIo I 0 M NwT I•.•n c: ilc I Sn��SLCPESM+ awR NIM J n II rpaxslmra:— ,;��eT�i m — �id'tJ3lA[9d i 1Boi 61 V El1E@t-10 I xEi NMEYMNE�VEIt I � rule' ST] I I(gT1HM PDRLIIOI RTNI� P4, a ALLIANT 233 Park Ave S. Ste 300 MinnWalis, MN 55415 612.750 3080 urn 612.758.3099 Eu w .allmnt-inc.com 1 M1.r.C, >r11�1 apttilkaXon. , . amauprmcbr eryu..x uxosw[ +xx YIMXESCi/. Ypt Xp/QY. III. +4+ GUAn AUURANWCO MM n pR GAR EmR oEsvErt r C4.EM n ApIFLt X0: S1NIM 28 . 28 of 29 0 Z o Jo ea 120 SaALE N FEET \ j rv\ N. YMI, t 1 ounTE— Mg Z \ \, f v ammR N� N F0a a`M`\� NO pR�`uo �DNSTa Npt m P WATERS EDGE DRIVE aUFIOFE STATE MIGNWAY 10� I APPLE TREE LANE LE 1' w 1 9 G F2 I O � m _ � m 11 v LEGEND eRV AY PMKIM nawE v,vnnxa PRNAIE OFF-5rH PMNK PARKING SUMMARY an ss PRNw AIE Mrrtwr (l/xwx) I MT& fJRAC( r>AY roru AvwIABIE PwuaM vc 351 Jsl Outs Pulte i ALLxI'ANT [33 Park Ave S. Ste 30 Minneapolis, MN 55415 6I Z 758.308WN 612.758.3098a «ww.allianr-inc.ccm J Q J � a m G: U) w F g o 0 W o_ m G: X Q w Q W D. Z H 2 uj J Ir Y w i CC 3 � a a n...er =•mre .^a mi. a =.. PRJRSSIOrv4 ExSm'. una•. VI�ESO A bs Sb.• el SOr1 Y•6 WADI. R WAMfT ASSURANCE/COMIROL DATE ISSUE YIR-Il CR 91YIfK v-E-n wuaaRs coran v-gn rnT a-wernu PROJECT TEAM DATA oEtlaRa re Dune Eu /ROIi.'116 21i-OIN 29 2REEI 29 of 29 Affidavit of Publication Southwest Newspapers . CITY OF CHANHASSEN State of Minnesota) CARVER & HENNEPIN )SS. NOTICE OF PUBLIC County of Carver ) HEARING PLANNING CASE NO. 2017-12 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized hearing on Tuesday, June, 20, agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- 2017 at 7:00 p.m. in the Council lager and has full knowledge of the facts herein stated as follows: Chambers in Chanhassen City Hall, 7700 Market Blvd. (A) These newspapers have complied with the requirements constituting qualification as a legal The purpose of this hearing newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as is to consider a Rezoning, Site amended. Plan Review, Subdivision, and cy Vacation of Right of Way with Variances on property zoned (B) The printed public notice that is attached to this Affidavit and identified as No. Planned Unit Development (?UD) was published on the date or dates and in the newspaper stated in the attached Notice and said and Single Family Residential Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of (RSF) for construction of an 82 the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both unit town -home development inclusive, and is hereby acknowledged as being the kind and size oftype used in the composition and located southeast of Waters and publication of the Notice: Edge Drive, west of Great Plains Boulevard, north of Highway 212 abcdefghijklmnopgrstuvwsyz and bisected by Lake Susan Drive. Applicant Pulte Homes. Owner: Brian Klingelhutz. A plan showing the location gy. of the proposal is available Laurie A. Hartmann for public review on the city's web site at www.ci.chanhassen. mn.us/2017-12 or at City Hall during regular business hours. Subscribed and sworn before me on AB interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. T • - (� - Planner A1Jaff, Senior this day of 2017 f�Y Planner Email: sa$aff cf. hanha sen, IDI1.US Phone: 952-227-1134 C BARK (Published in the Chanhassen <-- ht Villager on Thursday, June 8, NDARyPUkC-M'NNESOTA znivNo 94�) No lic Es IA1'CCa11lSSIONEXP'flES01IJ11'.B RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. S31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch S�NED ►l-t2 CITY OF C HANHASSE N Chanhassen is a Community for life -Providing forToday and PlanningforTomorrow July 11, 2017 Mr. Paul Heuer, Director of Land Planning & Entitlement Pulte Homes 7500 Office Ridge Circle, Suite 325 Eden Prairie, MN 55344 Re: West Park Development - Planning Case #2017-12 Dear Mr. Heuer: This letter is to confirm that on July 10, 2017, the Chanhassen City Council adopted the following motion: The City Council approves rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential incorporating the following design standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six-plex complexes. • The total number of units for the entire site may not exceed 92 units. PH 952.227.1100 • wwwAchanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 2of10 C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. 4. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 3 of 10 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Native species shall be incorporated into site landscaping, whenever possible. f. Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: 1. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; 2. Ensure that signs do not create safety hazards; 3. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; 4. Preserve and protect property values; 5. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Siffi• One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 4 of 10 g.2. Sign Design and Permit Requirements: 1. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 2. All signs require a separate sign permit. h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall he used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Residential Parking shall comply with city code requirements. "The City Council approves Preliminary Plat for West Park Addition, as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to the following conditions: Engineering 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. 3. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. 4. The plan shall show EOF locations and elevation for all basins on site. Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 5 of 10 5. Top and bottom wall elevations shall be shown on the grading plan. 6. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). 7. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 8. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the city concurrent to recording the vacation. 9. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 10. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 11. The private sidewalks constructed within city right-of-way require an encroachment agreement. 12. All private streets will be owned and maintained by a Homeowners Association. 13. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 14. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. 15. The net SWMP Fee due at the time of final plat of the southern parcel is $17,651.42. 16. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 17. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. 18. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 19. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. 20. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 6 of 10 applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. Park and Trail 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 2. (82 units x $3,800 each). SITE PLAN "The City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to the following conditions: En 'ntg eering 1. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 2. No parking signage shall be installed at all turnarounds to keep them open for public safety access. 3. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 4. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 5. All sidewalks internal to the site shall be owned and maintained by the HOA. 6. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the city. 7. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 7 of 10 8. The applicant shall revise plans to call out the size of proposed water main. 9. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 10. Stormwater pipe within the development shall be privately owned and maintained. 11. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to grading the site. 14. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. 15. The proposed development will exceed 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). 16. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). 17. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). 18. The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. BuildinE 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 8of10 4. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 6. A final grading plan and geotechnical (soils evaluation) report must be submitted to the Inspections Division before permits will be issued. 7. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. 3. Prior to combustible construction fire hydrants shall be made serviceable. 4. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Relocate the fire hydrant on Stonegate road eighty (80) feet to the west. (At the intersection of Stonegate and Stonegate) 6. On Eagle View Road add a fire hydrant between block 5 and block 6. Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 9 of 10 7. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. Planning 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements" VARIANCE "The City Council approve variance request #17-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received June 30, 2017 with the following condition: 1. Approval of the Variance is contingent upon approval of the Site Plan and Subdivision applications Planning Case 17-12." ORDINANCE AND SUMMARY ORDINANCE "The City Council approves Resolution approving the ordinance and summary ordinance for West Park; VACATION "The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." The Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. If you have any questions or need additional information, please contact me at (952) 227-1134 or by email at saljaff@ci.chanhassen.mn.us. Sincerely, Mr. Paul Heuer Letter of Approval — West Park July 11, 2017 Page 10 of 10 Sharmeen Al-Jaff Senior Planner ec: Stephanie Smith, Project Engineer Vanessa Strong, Water Resources Coordinator Jerry Mohn, Building Official Todd Hoffman, Park and Recreation Director gAplan\2017 planning cases\l7-12 west park - puke (klingelhutz)\approval letter prelim - spr - vac- ra - ord.docx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION MOO Application of West Park for the following: 1. Rezoning to Planned Unit Development -Residential: West Park from Single Family Residential and Planned Unit Development — Mixed Use to Planned Unit Development —Residential and adopt standards for the development. 2. Variance to allow a reduced PUD parameter setback. 3. Subdivision/Preliminary Plat: to subdivide 9.8 acres into 82 lots and 8 outlots. 4. Site Plans: for the construction of 82 townhouses. On June 20, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Pulte Homes to rezone property to Planned Unit Development, Preliminary Plat and Site Plan review with a variance (Planning Case 2017-12). The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. 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 Single Family Residential and Planned Unit Development - Mixed Use, PUD-Mixed Use. 2. The property is guided in the Land Use Plan for Residential Low Density (1.2-4 Units per Acre), Residential Medium Density (4-8 Units per Acre) and Mixed Use. 3. The legal description of the property is shown on the attached Exhibit A. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. e) The proposed use can be accommodated with existing public services and will not overburden the city s service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. 5. 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. 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; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 6. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a) Consistency 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) Consistency with this division. 2 c) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d) Creation of 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) Creation of 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. 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) Protection of 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. 7. Sec. 20-58. - General conditions for granting a variance A variance may be granted if all of the following criteria are met: (a) Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. (b) When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. (c) That the purpose of the variation is not based upon economic considerations alone. (d) The plight of the landowner is due to circumstances unique to the property not created by the landowner. (e) The variance, if granted, will not alter the essential character of the locality. (f) Variances shall be granted for earth -sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. 7. The planning report #2017-12, dated June 20, 2017, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. kl RECOMMENDATION The Planning Commission recommends that the City Council approve the Rezoning, to Planned Unit Development, Preliminary Plat for West Park, Site Plan for the construction of 82 townhouses with a setback variance for the construction of 82 townhouses. ADOPTED by the Chanhassen Planning Commission this 20te day of June, 2017. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 4 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 05/23/2017 1:50 PM Receipt No. 00348212 CLERK: AshleyM PAYEE: Pulte Homes of Minnesota, LLC 3350 Peachtree Road, NE Suite 150 Atlanta GA 30326- West Park- Pulte Homes (Klinghutz) Planning Case 2017-12 ------------------------------------------------------- Site Plan Reveiw 910.00 Sign Rent 200.00 Recording Fees 100.00 Rezoning Fees 750.00 Subdivision 1,830.00 Vacation 300.00 Final Plat 700.00 GIS List 183.00 Total 4,973.00 Cash 0.00 Check 0050924785 4,973.00 Change 0.00 (a - CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO.624 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning all property as described below from RSF, Single Family Residential District and PUD, Planned Unit Development -Mixed Use, to Planned Unit Development -Residential: NORTH PARCEL Parcel 1: Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point ofbeginning of the tract to be described; thence westerly along said centerline along a non -tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right- of-way line along a non -tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non -tangential curve that is concave to the east said curve having a 1 central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an are length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non - tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2: Lot 1, Block 1, Gateway North, Carver County, Minnesota. SOUTH PARCEL Parcel 3: Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4: Outlot A, Gateway North, Carver County, Minnesota. Section 2. The rezoning of this property is subject to the following design standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses The permitted uses in this zone should be limited to four, five, and six-plex complexes. The total number of units for the entire site may not exceed 92 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. 2 e Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. 4. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Native species shall be incorporated into site landscaping, whenever possible. f. Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street fimnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: 1. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; 2. Ensure that signs do not create safety hazards; 3. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; 4. Preserve and protect property values; 5. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sism One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sian Desism and Permit Requirements 1. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 2. All signs require a separate sign permit. h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). All light fixtures shall be shielded. Light level for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this I CP day of July, 2017. ATTEST: odd Gerhardt, Clerk/Manager 3 Denny Lautenburgei, Mayor 5 .R CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA SUMMARY OF ORDINANCE NO.624 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY The purpose of this code amendment is to rezone all of the lots, blocks and outlots within the plat of West Park from Single Family Residential (RSF) and Planned Unit Development -Mixed Use, to Planned Unit Development -Residential (PUD-R), incorporating PUD Development Design Standards. A printed copy of Ordinance No. 624 is available for inspection by any person during regular office hours at the office of the City Manager/Cleric. PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this l0a' day of July, 2017, by the City Council of the City of Chanhassen. (Published in the Chanhassen Villager on August 3, 2017) Chanhassen Planning Commission — June 20, 2017 P- (a- Aller: Having a motion and a second, any further discussion? Hearing none I'll put the matter to a vote. Madsen moved, Yusuf seconded that the Chanhassen Board of Appeals and Adjustments approves a variance request to allow for a second driveway access at 2740 Orchard Lane, subject to the following conditions and adoption of the Findings of Fact and Decision: 1. The applicant must apply for and receive a driveway permit. 2. Tree protection fencing shall be installed around existing trees prior to any construction activities. 3. Double silt fence must be in place to protect the wetland prior to any excavation of the site. 4. The driveway must be constructed in accordance with current construction requirements/details as well as the requirements in City Code Section 20-122 Access and Driveways. 5. The driveway shall be surfaced with bituminous, concrete or paver surface. 6. As stipulated by City Code Section 20-977 the detached garage may not be use to operate or store material for a home occupation. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Alley: Okay we have two other items coming before us for public hearing. With the commissioners permission I'd like to kind of take a poll and see who's here on what and try to deal with the one with the biggest impact first or second, whichever way we'd like to do it so by a raise of hands those individual who are here for item 2, West Park. I have 2, 4, 6, 7. And item 3, the Venue at Aldi. 2, 4, 6, 7, 8, 9, 10. Probably just take them as is. There doesn't seem to be a big significant difference. Is staff ready to go with item 2 which is West Park? PUBLIC HEARING: WEST PARK 8601 GREAT PLAINS BOULEVARD: REZONING, SITE PLAN REVIEW SUBDIVISION AND VACATION OF RIGHT-OF-WAY WITH VARIANCES ON PROPERTY ZONED PLANNED UNIT DEVELOPMENT (PUD) AND SINGLE FAMH.Y RESIDENTIAL (RSF) FOR CONSTRUCTION OF AN 82 UNIT TOWNHOME DEVELOPMENT AND LOCATED SOUTHEAST OF WATERS EDGE DRIVE, WEST OF GREAT PLAINS BOULEVARD, NORTH OF HIGHWAY 212 AND BISECTED BY LAKE SUSAN DRIVE. APPLICANT: PULTE HOMES. OWNER: BRUN KLINGELHUTZ. 31 \l Chanhassen Planning Commission — June 20, 2017 AI -Jaffa Good evening Chairman Aller, members of the Planning Commission. The application before you is for West Park which entails a rezoning of property, a site plan review approval, a subdivision, a variance and a vacation of right-of-way. The vacation is something that is voted on by the City Council only. However as an informational item we're including it in this request. Briefly the site is located south of Waters Edge Drive, north of Highway 212, west of Great Plains Boulevard and it's bisected by Lake Susan Drive. It has an area of 9.8 acres. Just a brief background. So there are, in 2006 the City approved a planned unit development application. That really encompassed properties located north as well as south of Highway 212. The southern piece of, the piece that lies south of 212 was mainly commercial types of uses. The area that is north of Highway 212 was guided residential. It is mixed use residential, or mixed use land use which means you may have high density residential on these properties. That allows up to 16 units per acre. We have an apartment building that was built, Gateway Place, Sand's Company which is located at the northwest intersection of 212 and 101. The remaining parcels have always been viewed as a transition area. If we look at the area to the north of, and west of this site it's mainly residential single family homes. When the subject site came in, which is what you see before you in this slide. As I mentioned it is north of the apartment building, west of Highway 212 and then you have the residential single family homes north and west of that portion. We immediately and with every developer that we talk to we said it has to be a transition area between all of these elements meaning the density that you have within that section and the type of housing has to be between residential single family and high density which leads us to townhouse development. Another thing that constrains the site is the fact that it is located within the shoreland overlay district of Lake Susan. Any development, so it's the northern portion of the site that lies within Lake Susan's Overlay District. Anything within the shoreland Overlay District has to maintain 50 percent open space. Any structure built within that area may not exceed 35 feet in height. The land uses within this area. So the northeasterly portion is medium density which allows 8 units per acre maximum. Then you have the northwesterly portion which allows 4 units per acre maximum. Anything that is shown in red, which is the mixed use, up to 16 units per acre. When we looked at the number of acres that we have and the land uses, total number of units that are permitted on this site is 99 units. What the applicant came in with was a townhouse development, and before I get into this application. Over the last I would like to say 5 or 6 years we have met with truly a number of developers that have come in with apartment buildings. Units that preserve the existing, there's a barn on the site. The proposals have called for turning it into a community space. We've looked at iterations that included potential clinics and quite a few apartment buildings on that site as well. Staff has always maintained that we need that transition zone between the high density, the highway and the single family units that are out there. One of the other things that we talked to the developer about was trying to orient the front of the homes towards the residential single family low density homes and the garages to keep the doors to the garages internal. We wanted to ensure that there is minimal traffic conflict with the existing road systems that are out there. The application before you is for 82 units. The density is below 8 units per acre. Access to the site is gained off of Lake Susan Drive. One of the things that they, that the developer attempted to do and was able to work with the apartment buildings owners is to utilize the same access point to serve the southerly portion of the site. As far as materials that will be used on the 32 Chanhassen Planning Commission — June 20, 2017 exterior of the homes, it is a combination of lapped siding as well as cultured stone. And the applicant did submit architectural plans. However at this time, at this moment they are building extremely similar units in the city of Plymouth. They provided us with pictures of these units and what we will have different than what is being built in the city of Plymouth is different garage doors. As you can see these garage doors are just plain versus the ones in Chanhassen will have windows on them as well as decorative handles. Our color palette is going to be larger. More variety. No two units will be the same next to each other and since this is a planned unit development we are able to create design criteria for it and all of the design criteria has basically prescribed that these design elements be implemented that I was just going over. Some of the amenities that you will find within this development include decorative light fixtures. Pedestrian scaled light fixtures. Gathering areas with a fire pit. This cultured stone that you will see. So this is the cultured stone that you will see throughout the development on the buildings themselves as well as the other elements that I will be going through in a moment. Okay. So they will be used on the fire pit. Potential seating areas. The entrance into the development there will be monument signs that will be utilizing that stone. The community mailboxes, the base for them will be using that cultured stone and then also to define the comers into this development or the corner properties of this overall development the applicant will be utilizing pillars with wrought iron fencing and again that stone. The theme of the stone is going to be carried through again. To accommodate all of this the applicant is proposing to subdivide the property into 82 lots and 8 outlots. This is really a straight forward subdivision. The parcels will accommodate the townhouses and then the outlots are mainly for community spaces, the private streets as well as storm ponds. The parks that will be serving this community that are located within half a mile of the site are Lake Susan Park as well as Bandimere Community Park. One thing that I neglected to mention is the variance that staff is recommending approval of. When we were looking at this application, and because the fagade of these buildings really does not contain anything other than a patio. A sun room. Windows. There are no garages. There are no driveways. We asked the applicant to put the buildings closer to the street. Actually 25 feet from the property line. The ordinance requires a 50 foot setback when it's a planned unit development. 50 foot setback from the exterior of a planned unit development parcel. In this case the 25 foot is adequate. It provides for more room for longer driveways to accommodate cars to be parked internally. And with that staff is recommending approval of this application for the preliminary plat, site plan, variance and rezoning and the Findings of Fact and Decision. Aanenson: If I may Mr. Chairman, I'm just going to add a couple things. Can you go back to the very beginning. Keep going. All the different land uses. I just want to tell you a little bit more about the history on this. I mean Sharmeen's work on this property for, has probably seen so many projects on here. I just want to go we have the different land uses. The density and I just want to give a little bit of history of context of how we got here. What she didn't mention was the Mission Hills which you recently approved across the street. So you have to remember how this density all came about. It was originally what we called a mixed use district. We had two of them in the city and so some of it became commercial. Some of it became different medium and low densities under when the Klingelhutz family had this and the Curry family. So over the years we actually worked with SRF and actually did some design scenarios at this Chanhassen Planning Commission — June 20, 2017 intersections because even when we did the Kwik Trip center there was a lot of consternation within the neighborhood so we kind of looked through all those properties and at the time that we were doing that there was reluctance on the Klingelhutz family to change some of those land uses because we had some other recommendations and because of that it forced some more vertical product in there and we just didn't feel like that was a good fit and nothing seemed to ever really work well. With the impediment of the shoreland district and try to blend between the commercial, as Sharmeen mentioned, the existing apartments which met the criteria which could have been more vertical on this property and then the senior Mission Hills project across the street which I think they were hopeful would get commercial zoning but really again even an office use on that was difficult because as you know the turn movements coming out of that so we are really pleased to have a project that we think makes a good transition for the neighborhood and like I said Sharmeen's worked on a number of projects on this and actually spent a lot of time with the developer on this really fine tuning it so I just wanted to give you a little more context. So when 101 moved over we still had this kind of funny, fuzzy different land uses on that property so that's what led to compiling all those densities together to as Sharmeen showed you what the ultimate mix would be. That's because there was 3 or 4 different land uses underneath that so the total density, this project comes underneath that total density and it's a lower height and lower impact as we saw it into the neighborhood so we are happy to get this project to this point and thank the developer for working hard to do that. Aller: Okay, thank you. Any questions of staff at this point? Commissioner Weick. Weick: If you could actually go back to that page 6 of 41 with the total units allowed. I'm just looking for clarification of, it shows as mixed use on page 5 in that chart and then in this chart it says high density. So is this a worst case of what could be built in mixed use? Aanenson: ... high density. That's the mixed use part of it. It could be commercial or could be high density. Weick: Commercial or high density. Aanenson: Correct. Weick: Could it be anything? Could it be single family? Aanenson: Yes but that, yeah. Well it allows up to 6...I don't think anyone would bring that into the marketplace. Weick: What, say that again. Aanenson: Nobody was going to bring that to the marketplace based on the surrounding properties. 34 Chanhassen Planning Commission — June 20, 2017 Weick: Okay. Aanenson: Like I say we've looked at a number of projects over the time so yeah. Weick: Okay. Thank you. And then the second question was on, and I'm sorry my notes got mixed up. Bear with me for a second. Page 23. Oh could you just point out, I know you described one area where the variance to the 25 feet. Is that the only area? AI -Jaffa Yes. Well it's the, what we recommended is that the parameter of the planned unit development. Weick: Okay. Al -Jaffa Maintains a 25 foot setback. Weick: Okay, okay. So you were just pointing out where it's especially important on the north side. AI -Jaffa Exactly. Weick: Okay. Al -Jaffa And there are existing trees that the applicant has truly made an effort to save along the northern portion of the property. Another thing we need to bear in mind for instance Highway 101, the right-of-way is substantial in width and there are areas where, if you give me one moment. Right here. This illustrates what's happening along the east portion of the property. The actual highway sits right here. At some point in the future MnDOT could potentially turn this over to the City. There might be a potential for vacation but there is a substantial distance between the actual pavement of a highway and where those units are going to be located. Weick: Okay, thank you. Aller: Any additional questions? Tietz: Just a question. Is it assumed in a planned unit development such as this that all the visitor or a majority of the visitor parking is in the driveways of each unit because I see very few stalls that would provide additional parking other than adjacent to the units. Is that accurate or am I just misreading it? Al -Jaffa So when we calculate the parking we assume that everything will be accommodated within the guest parking that the applicant is required to provide as part of the site plan, which they have. They meet the requirements but in addition to that, let's say somebody has a party. 35 Chanhassen Planning Commission — June 20, 2017 They will be able to park in the driveway and this way you're avoiding the public street parking so it's just an alternative. Tietz: Yeah. I know it's a difficult situation to provide additional parking. I know we visited friends who are in similar type settings and you have a group of 8 or 10 folks and 6 cars and there's a driveway big enough for 2 cars and somebody else down the lane is having 6 or 8 folks over and all of a sudden, and the roads within these areas are quite narrow. They're private and as I understand this is all private road system. Al-Jaff Correct. Tietz: So then where do people park? It just seemed, you know it's a challenge obviously but I don't see a resolution in this particular plan. Al -Jaffa There is guest parking that is available within this development. Tietz: Yeah, pretty limited. Aller: Additional questions? Hearing none we'll have the applicant come forward and make a presentation. Welcome sir. If you'd state your name and address for the record and your representational capacity if any that would be great. Paul Heuer: Thank you, good evening. I'm Paul Heuer with Pulte Homes, 7500 Office Ridge Circle, Eden Prairie, Minnesota 55344. We're happy to be here this evening. We have Clark Wickland with Alliant Engineering so he might answer a couple questions if I get stuck on something. Also Eric Paget from our office at Pulte Homes. I'd like to just have a short presentation that covers some of the things that Sharmeen didn't cover. She did a great job covering everything related to zoning and your issues but you might have questions on the market we're after and things like that, price point so I'd just like to cover those things briefly. So we build about 500 homes in the Twin Cities a year and pretty large builder. We built in Chanhassen in the past and have had success here. We love your city. When we look at what we are trying to imagine for a vision for this particular site it was really to create a neighborhood that had a sense of place and it would be a good place for first time homeowners that would be near amenities and the things really going for it is the school district is very strong here. You do have a number of amenities nearby within walking distance. The transit station. The retail to the south. A park just to the southwest. A great trail system so really a number of things that are really attractive to folks. As far as our homes and our buyers we're looking for primarily singles and young couples. Maybe some young families. These are two story homes. We occasionally get some empty nesters too in these sorts of homes but it's really aimed at kind of a younger group. We do expect that the price points would be somewhere between the mid $200,000's and the mid $300,000's. The sizes of the homes start at about 1,850 feet. Square feet. There are options where they can actually have more versatility to the home. Have more room. For 36 Chanhassen Planning Commission — June 20, 2017 instance there's a half story above the second story that could be finished as a bonus room and there's another unique offering which is a rear rooftop terrace where there's kind of a cut into the rooftop there and an outdoor terrace as well so pretty versatile housing product that appeals to a wide variety of people but again we believe will primarily have singles, young couples, those sorts of people. Let's see and the neighborhood itself. We focused really hard on the sidewalk connections to the local amenities. We mentioned the playground. The retail. The transit center so you'll notice that we've got some internal private sidewalks that really strategically guide each homeowner to trails on the perimeter of the site that guide them to those amenities. And lastly in terms of coordination, we did have a neighborhood meeting back on May I Ph. We met with the Sand's Company as Sharmeen has mentioned. They wholeheartedly support the shared entrance on the south side of Lake Susan Drive and they support our project too. And finally we've been coordinating with a couple of other developers you've been dealing with just on construction issues. Dirt work. Foxwood as well as Mission Hills. We've been in contact with both of those folks. They both seem to have some excess dirt on their properties and we're a little bit short so we've been coordinating to try to have very efficient kind of short hauls of dirt from local developments. So that's really it. In terms of phasing and schedule, our plan is to develop the north property in 2017, this year and the southern property in 2018 and we anticipate building out entirely probably around the year 2020. That's really it. I'd be happy to take any questions. Alter: Okay, I'm sure that the questions during your meetings, and thank you for having them with the community because I think that's super important that the community have some input into all the development in the area. What did you hear about traffic concerns and what were your responses regarding traffic and then also the impact that this price point would have on the surrounding homes that are already in existence? Paul Heuer: Okay first we'll cover parking. You're talking about parking right when you say traffic? Alter: Traffic and parking. Paul Heuer: Yeah. You know over the decades these sorts of attached row home units have been built in cities throughout the Twin Cities and throughout the country and over time cities have developed ordinances that require specific amount of parking per unit and they found a point where it works and for each of these units of course there's 2 stalls in the garage, 2 on the driveway and we've got guest stalls which if you look at the site plan they're strategically placed so people don't have to walk too far so I think it's safe to say that this is not like a single family home where you can have a graduation party and people can line up and down the streets parking. You know you can't have a graduation party in a row home and I think people generally understand that but if you have 4 or 5 people over there's room for that certainly. So if we felt we would have a problem with that and our customers would complain you know we wouldn't be building them. We make sure we have enough that we feel comfortable and when we, when we build homes we find that many times our customers are referred from previous 37 Chanhassen Planning Commission — June 20, 2017 customers or they're our past customers. They buy 2, 3, 4, even 5 homes from us over the life's that they have so we don't have an interest in making our customers feel like they've been taken. We have a long term interest in having these relationships with these customers because we know we rely on them to refer people and to continue buying from us so we've built many of these townhomes. Less in the last 10 years since, long story but we haven't seen many townhomes in the Twin Cities for about the last 10 to 12 years but we're starting to explore that market again. We're starting to see some success and we're building them basically with the same layouts in terms of parking but with much more versatile architecture. You might have noticed in the past, just quickly, I know I'm getting off track just a bit. Aller: No, no, that's fine. Paul Heuer: But in the past they all used to be the same color and the same architecture and as a council in another city once said, you know after I have a couple wines I want to know which home is mine. But now it's kind of Version 2.0 where we really do have more effort being made to have each one of these units architecturally stylized and individualized so that they look good. In terms of the parking this is what we've been doing for decades and it's proven to work. The other issue, I'm sorry. There was two questions you had. Aller: There was parking, traffic and then valuation. Paul Heuer: Valuation. Aller: Surrounding valuation. Paul Heuer: Yeah and this is always difficult to describe. The way I look at land, as we look for land to buy across the Twin Cities is every land, every piece of land wants to be something. You know you can't force a Holiday station store a mile off the main highway unless there's a lot of traffic going there. There's certain characteristics that really make land want to be something. In this particular case, I mentioned all the positive traits. The parks. The retail. The transit station. The great access to the road. Those are all great traits but of course there are constraints too and in this particular case the one big constraint is you've got some major roadways right there. You've got Highway 212 and Highway 101. You've got an intersection there that's very busy right outside of this so this is not a place where you'd really be able to sell very expensive homes so it wants to be something that is more dense than single family homes. It really doesn't want to be apartments because you have single family homes right across a residential street to the west and to the north so this really does fit in terms of what the land wants to be. What it can best accommodate and the best use of the land. You know that's kind of side stepping of your question but I think it's related because the land can only be what it can be so therefore as long as you're not trying to force fit something on that land that it doesn't want to be then you're not harming valuations. 38 Chanhassen Planning Commission —June 20, 2017 Aller: Great. Any additional questions? Thank you sir. At this point in time I'll open up the public hearing portion of this item. It's an opportunity for those individuals, jump right up there, to speak either for or against. Liz Kozub: It's my bedtime so I need to get home. So my name is Elizabeth, Liz Kozub. Address 8661 Chanhassen Hills Drive North, Chanhassen, Minnesota. So first I do want to appreciate having these online meetings throughout the month of May when I haven't been able to make it to the meetings. I appreciate being able to watch them. I do hope over time Chanhassen could figure out a way to be more interactive. That even if you can't spend 2 hours of your night and having to pay a babysitter to watch your kids for 2 hours of a night to be here that we could still have some interaction. So thoughts for future involvement. Couple things that I wanted to bring up. So I do overall like the townhome idea so I'm not fully against but there are some things I do want to consider. If you could go to the picture one. Next one. Where it looks, what it currently looks like. So there's just some things that, of the map. Yeah. So there are some things that I want to discuss. One of the May meetings Kate I think you brought up that when the exit ramp from 212 was added to our neighborhood there was some concern of cut through and that was never found to be true, and I don't know if a traffic analysis survey has been done but I know when we go on nightly walks I see people cut through there all the time. You can see where the trail is right outside the yellow line. That's how you get to the trail which is a great place when your kids are learning how to ride their bikes. I see cars go past there 45-50 miles every single day and it concerns me to now add 82 homes to an already populated area where people don't live in our neighborhood. They cut through all the way to Lyman and back. I know all the cars in our neighborhood that I would want to look at how are we trying to avoid extra traffic. Are we going to have speed humps and try to avoid more additional cut through. I know at one of the meetings you said that the people cutting through are the people in the neighborhood and they're not. The people in our neighborhood, because a lot of us have young kids or know the neighbors have young kids, we drive slow and so I want to be concerned about that main thoroughfare right there in the neighborhood. Another concern that I have is just the design of the townhomes. Have there been consideration of also single level townhomes? I know from family members trying to buy downsize. They don't want to go to a senior living apartment. There are really hard, there's not a whole lot of availability for one level townhomes and having this be a mixed use project why can't we have some single family townhomes and not just two story on this plot as well? I know that it doesn't allow for profits because you have to have less homes on that area but I think when we look at our whole community, not just young families but we want all of those generations to be in the neighborhood together. Two other questions that I have, or three. I didn't know about a community meeting and I'm pretty active. Now this is my second time coming here to speak. How was that advertised and how was input selected? I, talking to our neighbors at the park this last week no one knew about this development and so how was that involvement done? I am shocked because I was here the whole month of May and didn't know anything about it. Our park, one of our swings is broken. Can we get that fixed? Because if we're going to be adding more kids you're talking about 82 new families, we don't even have enough swings right now. We have 3 out of the 4 in use. Can we double the amount of swings? And lastly after every im Chanhassen Planning Commission — June 20, 2017 construction project the roads get worst because of all the heavy machinery going in there. What's going to be the long term plan to repair the roads after all the heavy machinery leaves? Those are my questions and thoughts. And when you look at the land you have the pumpkin patch right there so we're getting rid of the pumpkin patch, which is fine. I know that can't stay forever and I do like all the greenery that is there. I still don't think that 25 feet, it feels too metro to me. It feels too claustrophobic and we don't live in downtown Minneapolis that we want buildings right on top of the road. That you want to have it more suburban and not urban feel so that's my thoughts. Alter: Thank you. Before somebody else gets up, Kate did you want to address notice issues or tell us how the notices provided on these projects? Aanenson: I'm assuming that the mailing list the developer got was the same mailing list that the neighborhood got. Our ordinance, the State law is 300 feet. We do 500 feet within the subject site so typically the developer's given that same list so it should have been the same. Alter: Okay. And then for active individuals or people that are just interested in it again on the website we do list all the projects that are upcoming as they're coming along so it's great that you're keeping an eye on that. And of course there are contact information so that you can hit our parks and recs director and make suggestions about swings. Aanenson: I would also add too, yeah. We also have a site on that you can go right into the City's portal and any issues that you have, whether it's a stop sign that's down or swing that's broken. You put that in and someone will respond to you right away and so please do that. Liz Kozub: Okay, I'll do that but I think when you're talking about you like the spot because it's by the parks, well then how are we investing in our current parks to expand if we anticipate 82 new families with potentially young kids to be there? Our current park isn't allowed, the capacity isn't for that so as a developer who will be profiting from this, how are you going to be giving back to our community to make it better than when you leave? Aanenson: Mr. Chair we can answer that question too. We are requiring park and trail fees being dedicated to help supplement the infrastructure so that is a condition of approval. Alter: And ongoing right now I understand there's a major project where we're looking at all our parks and they're doing review of the status of our parks. Aanenson: Correct. So the Park and Recreation Commission reviewed this project. They make a recommendation. Their recommendation was not to take land but take, so in every project you can take land or take cash in lieu of so I'd have to look up that exact number but that is a condition of approval is to take that and that would be built into existing or for future parks. Alter: Right. f Chanhassen Planning Commission — June 20, 2017 Aanenson: And then as far as traffic I'll let engineering staff answer those questions. Aller: Thank you. Fauske: Thank you. Chairman Aller, members of the Planning Commission, a good point brought up with the 212 ramp and that was certainly some of the feedback that staff heard from the neighborhood when 212 was under construction. My understanding is there was some monitoring of traffic movement through the neighborhood and they at that time did not see any cut through traffic. Perhaps people have changed some driving patterns and are now seeing this as an attractive alternative. With regards to the speed that some of the residents have witnessed, we can certainly get some, it's not a speed trailer out there anymore but we do have one of those signs that posts the speed limit and will show drivers what their speed is and if there's a speeding issue in there then we can work with the sheriff's department to address that. Another concern that a resident brought up was with regards to the long term repairs to the roadway system. Just very quickly for the Planning Commission and for the resident's knowledge based here, the City does invest in getting the street conditions surveyed every 3 years and we monitor that in the engineering department and make recommendations to the council for capital improvement plans for resurfacing streets. At this time there is nothing planned in the 5 year capital improvement plan for this area but we do monitor the pavement condition and start to utilize methods other than maintenance such as sealcoating. A structural project such as a mill and overlay can be recommended to council for budgetary needs if we see that pavement deteriorate to a point where it would warrant that. Alley: Okay, thank you. Okay moving on any additional comments? Please sir. Come on forward and state your name and address for the record. Aaron Stephan: Hi, my name is Aaron Stephan. I'm also at 8661 Chanhassen Hills Drive North. I live in the same house as her. So I just wanted to add on a few additional points. I just wanted to clarify when she was describing the two parks that would serve this community. She mentioned that it was Lake Susan Park but it's actually Chanhassen Hills Park. Lake Susan Park is on the north end of the lake. Aanenson: I stand corrected. Aaron Stephan: Yes. Yeah okay just making sure because my understanding, so he was mentioning that there's a beautiful park to the southwest. He was referring to Bandimere Park which is a wonderful park. My inclination is to think that most people living in that community will use the Chanhassen Hills Park which is a much smaller park and much fewer amenities compared to Bandimere so if we're thinking of diverting some of those funds I would divert more of those towards Chanhassen Hills Park. Yeah as has been mentioned it's nearly doubling the number of houses in the community and I am also concerned about the traffic coming through on the main thoroughfare. The Lake Susan Drive especially from the, is it west side? If 41 Chanhassen Planning Commission — June 20, 2017 there is plans for traffic mitigation that would be really helpful because I've seen people driving 50 miles an hour readily through that neighborhood. Overall I do like the design and structure of the townhouses and I agree that it's a perfect transition from the Gateway Apartments that are there to the rest of the residential homes that are there. The apartments that are there, related to the parks again is the fact that there are a lot of kids that live in the Gateway Apartments. There will be more kids that move into that community and the way for them to get to either of those parks is quite a long haul. Walk so I don't know if they've considered adding at least some sort of playground directly on site. I don't know if that's a consideration. If not we might want to consider some sort of like path or walkway to the local park because otherwise I'm afraid people, you're just going to have too many people walking along the road to get there. It's really probably inconvenient for people to go to Bandimere just simply because you're crossing 212 and you're going over the bridge and there's just this like feeling of a barrier to walk and I think most people won't use it. My only other big point that I wanted to make was regarding the stormwater runoff. I read through some of those documents. There's a lot I don't understand in it but I'm interested and concerned a little bit because if you look at the current land as it stands there's a very deep ditch and it's clearly maintaining a lot of stormwater runoff. The way the stormwater management analysis was done shows that the water runs in three different directions off of that property. My concern is mostly from the north end of things. They said or they showed basically that they plan to install, it's like 2 to 3 NURP ponds I believe. Smith: Were you talking, the ditch? Were you talking about the southern parcel or the northern parcel? Aaron Stephan: No I'm talking about the northern parcel. Smith: Okay. I just want to make sure I have the right thing up on the screen. Aaron Stephan: So right now the northern parcel is anticipated, or right now it's estimated to have 1.190 cubic feet per second or whatever the units are, and that's anticipated to be changed according to developing that. And rightfully so there's going to be this development of a large pond in the middle it looks like and then another pond to the south, on the southern side of Lake Susan Drive. So the issue I have or questions are that we, I know Chanhassen used to have a person in charge of stormwater runoff. Jeffery's I think his name. Terry Jeffery and I was in contact with him because we also have stormwater runoff pond behind our property and it's actually dealing with some of the runoff that comes straight off of Waters Edge Drive and he was going to come and do an analysis and help us understand how development could affect some of the water in that back because I've been told at times it can dry out completely and other times now it's higher than it's ever been and so any change whatsoever to the runoff nearby is going to affect that water level. And as we all know all these NURP ponds are breeding grounds for our state bird and just wondering if there could possibly be some kind of provision to help with aeration or something like that to keep the new storm ponds aerated in a way that keeps those mosquitoes from breeding. In addition to keeping the mosquitoes away it also is a great way to reduce phosphorus. 85 percent reduction with aeration so I'm just a proponent of that if possible. 42 Chanhassen Planning Commission — June 20, 2017 And then the last point was basically again about this 25 foot variance. I'm strongly opposed to the 25 foot variance. I think it'd be in everybody's best interest to lower the density of housing by 10 or 20 percent but stick to the 50 foot setback that's currently in law. I'm sorry? Aanenson: I think I just want to give the rational basis for that was that because we had so many vertical projects because that's what you're forcing then is because, that was our position on that. Aaron Stephan: Right. Sure. Aanenson: And a typical home has a driveway of, a home setback is 30 feet so if you look at that, that was our basis for that so this is 25 foot as opposed to a typical home which is 30 feet. Aaron Stephan: Okay well 30 feet would be better than the 25, whatever. Aanenson: Yeah. Aaron Stephan: So if you go kitty corner across the property to the Southwest Village townhomes that were developed not so long ago, those townhomes also do not have a garage in the front and they're also very close to the road and it gives me a claustrophobic feel when I drive by and to me I would hate for me to drive into my own neighborhood and feel that same claustra, I mean it's just something to think about. Setting back, having some green space ahead of the homes, inbetween the homes and the road. The more green space I think the better off the feel is and help the flow of the feel so those are my points. Aller: Thank you sir. Anyone else from 8661 that wants to? How about a neighbor? Susan Sura: I do not live with them. My name is Susan Sura. I live at 8524 Waters Edge Drive, Chanhassen. Aller: Welcome. Susan Sura: Thank you. Thank you so much for having us and thank you Pulte for holding the meetings last month for us so that we could understand more clearly what was occurring in our neighborhood. I live directly across the street from the proposed development on the north parcel and I again as well as these people would like to voice a strong dissent against 25 foot variance. I think that it is definitely an urban feel and if you look at the community out on Waters Edge Drive it is a beautiful piece of property. It's nature. It's Chanhassen at it's best and although the property screams to you to not be single family homes, it actually screams to me to be a single family home so we have two different opinions on that. I do appreciate the fact that we do have new development coming in but I would really encourage you to please not go with the 25 foot variance and stick with the 50 feet. As well as I'd like to know what happens to Lake Susan on this development because I do live on the lake. The lake is a mess. It's had a lot of problems in the past with various storm drainage problems and literally the little retention ponds 43 Chanhassen Planning Commission — June 20, 2017 you could walk across them on water they are so green and awful so please address those as well. Thank you. Aller: Thank you. Any additional comments? Leslie Tidstrom: Hi. I'm Leslie Tidstrom. I live at 8679 Chanhassen Hills Drive. I've lived here for over 24 years and it is very sad to think that our neighborhood with beautiful homes. She mentioned the space. The free. The trees. We're growers here. Yeah we used to faun. We're not farming anymore but I think this area, I've seen Apple Tree Estates go up. Homes went up. They're a little nice homes. Fresh homes. I'd like to see fresh single family homes or maybe duplexes or something like that go in that still keep the same family feel. When you go through I could name all the families. All the scout families. All the school families that our kids go to school with all the kids and you know them. You see it on Halloween. Everybody's going door to door. They know each other so I strongly oppose this many, this much development going into our neighborhood with the big trees. And the water runoff we really have to seriously think about what's going to happen downstream of this project because the lake's right there and people are on top of springs and their sump pumps are running all the time so we'd better know what's going on underneath this development. Thank you. Aller: Thank you. Any additional comments? Yes sir. Tony Pavlovich: Good evening. Tony Pavlovich, 8640 Apple Tree Lane. I hope that each of the commissioners received the letter that I dropped off previously so you have a sense for some of my concerns which I'm echoing a lot of what has already been stated here but as a 30 year resident of Chanhassen, 3 years ago my wife and I decided to build a new home and we had a number of options that were available to us and what we decided to do is we knew we wanted to stay in Chanhassen. This is our home. This is where we belong. This is where our roots are in all of our associations. In looking around Chanhassen there wasn't a whole lot of options on where to look and then we found this slice, this area that again has provided us what I believe and was commented over here, a quality of life. And that quality of life means a lot to us and I believe that quality of life is at risk here and is going to be disrupted by the development of 82 units right across the street from us. So I'm also concerned as you know in the letter that I dropped off, again as part of that decision to stay in Chanhassen was to make for us the significant investment in the home that we built on Apple Tree Lane and from a property value standpoint that's a meaningful concern for me and I'm not sure of any developer, any home builder that would place a $250,000 townhome across the street from a $600,000 single family home. I haven't seen it so that certainly is a concern for me. Equally the 25 foot setback. Again that urbanization feel that it's going to feel for us like those townhouses are right on top of where we are. That's not something that I appreciate. All along one of the most significant or one of the reasons, there's a whole host of reasons why we ended up deciding to build in Chanhassen and stay here. However the piece of property that we chose was certainly contingent upon the understanding of what could be developed on the Klingelhutz Farm. We absolutely support development. We knew development would happen there someday. We anticipated that but we FYI Chanhassen Planning Commission — June 20, 2017 anticipate that it would be single family homes, not what's being proposed here today. So appreciate the time. Aller: Thankyou sir. Anthony Dunham: Good evening. Anthony Dunham, 8650 Apple Tree Lane. Aller: Welcome. Anthony Dunham: The property just adjacent northeast, or the northwest comer of this property, or this development. Reiterating a couple of the points that have already been made. The stormwater runoff. You know that with the 25 foot setback concerns me because as somebody already mentioned my home is the most recent home that was built right there and my sump pump runs nonstop. It's going all the time so my concern is that this 25 foot setback then with that stormwater runoff, how's that going to impact my home and our community? And as the previous gentleman had stated you know we moved into or built on this property with the understanding that you know there was a certain level of, there's a certain level of home that we had to build to fit into that neighborhood and we made a large investment into this property with it being kind of our forever home. Knowing we're going to probably stay there until we retire and just that concern now of this many units being built directly across the street from where we're at concerns me. Thanks. Aller: Thank you sir. Welcome. Eric Chinnock: Good evening. My name is Eric Chinnock and I live at 8600 Apple Tree Lane and I would like to just kind of echo all the same comments from my friends and neighbors here. Specifically the north parcel I believe is currently zoned for 54 units and the current proposal is 64 units so I just thought it was interesting that we should increase it that much. I also purchased my home 4 years ago so just increasing that many more homes than were currently zoned there is different than what I expected. And the 25 foot setback I think is extremely concerning. If you walk by the townhouses that are over by Southwest Station it feels really claustrophobic and for point of reference the barn that's currently there is back significantly further than 25 feet so the homes that would be there would be closer than the barn is today. I'm not sure if you're familiar with the comer but the bam's pretty close to the comer. It's also in the inside of the corner so if you have children or anything, people go around there pretty fast the way it is. Now to all of a sudden impair the line of sight around an interior corner like that seems not like the right choice. And then to your point about what a property wants to be. If you look at the existing zoning I think that's kind of exactly how it speaks to now. So having you know maybe higher volume, denser townhouses closer and then tapering out into something like the single family retirement homes or duplexes or something like that to kind of transition the property and not have such a drastic change. But obviously on board with having development overall and I think townhouses is a good transition but I think it's just too many houses in that small of an area given the current neighborhood and really the 25 foot variance I think is too tight. Thank you. 45 Chanhassen Planning Commission — June 20, 2017 Aller: Thank you sir. Any additional comments? Seeing no one come forward I will close the public hearing. Open it up for commissioner comments and discussion. Anyone? Fauske: Mr. Chair? If I may it seems that there were a few comments with some questions with regards to stormwater drainage. If it's alright with you Mr. Chair perhaps the applicant's engineer would be able to speak to some of the surface water management that's proposed on the site with regards to the neighborhood's concerns. Aller: Excellent thought. So without opposition from the commissioners we'll ask the applicant to come forward. Tietz: Yeah Alyson do you know is there a perched water table in that area? I mean some of those homes are pretty high but I'm assuming there must be a perched with all the clay maybe it's a perched water table. Maybe we'll find out. Fauske: Yeah and throughout Chanhassen we see sump pumps going on the highest point in Chanhassen. We're certainly in the tight clays so it's not unusual for sump pumps unfortunately in Chanhassen to be running year round and that's a ground water which is highly variable. Not something that you can necessarily go and model based on what you see. I mean a soil boring will only give you the information at that location so there's certainly information that developer's gather that we utilize to set low floor elevations so that to the best of our ability we can provide some separation so that's what we do with the ground water component and then Mr. Wickland and Pulte could certainly speak to their surface water management plan. Aller: And in that same vein, if I could just butt in for a second. If the setback requirements that we're talking about are from dry land locations such as streets, as far as the setback. It's not from any delineated watershed or water district. Fauske: Yeah so the separation is from the lowest floor elevation to the highest known ground water elevation and it's the best that we can do based on the information we get and you know there's certainly building techniques that give the perimeter draintile so we do our best to get that separation and we're hopeful that for these homeowners that we provide some relief but it's certainly to go and impose a long term monitoring program on some of these sites before they can build on it is certainly not something that developers would be very happy with nor do we have the authority to do so. Tietz: And these appear to be all slab on grade is that correct? There's no walkout's. It's all slab on grade. Paul Heuer: That's correct. 46 Chanhassen Planning Commission — June 20, 2017 Tietz: So we would not be pumping anything from a lower level up to the surface and increasing the surface water, correct? Fauske: Correct. Ground water and surface water are certainly treated differently so I heard two different. Tietz: Right but I mean we wouldn't be adding to when you pump it out of your sump pump it's going someplace. Fauske: Yes. Tietz: And so these homes would not have sump pumps. Fauske: And from what I gleaned from the public hearing was that some of the residents indicated that they already have concerns with their sump pumps going and so if there's certain techniques that are being proposed with this development that might look for infiltration, that would exasperate that. I would leave that to Mr. Wickland to provide an answer. Aller: Thank you. Paul Heuer: Paul Heuer again. I'm just going to set some context and then let our engineer talk a little bit more. We never used to have stormwater ponds until the 1980's and then we realized we were flooding people downstream so we got smarter and now for about 30 years we've had gradual evolution of our regulations in stormwater, both for rate control so you prevent flooding but also water quality so that our water bodies are protected in terms of their quality and we've reached the point where we have it down scientifically pretty well. We know it works and the regulations are quite strict these days. In this particular case the north half of the north property falls within the shoreland district for Lake Susan so in that area we have even stronger requirements so regardless of the amount of setback we have we had to have 50 percent of that area within the shoreland district as open space. In addition we are actually re -using surface water so we're having a pump in the pond on the north side to use as irrigation for everything on the north side so we recirculate that water over and over. On the south side we're actually infiltrating because we have some soils on the south side that let us infiltrate water. If we could do that on the north side we'd do that as well but we just don't have the soils that allow the water to percolate easily so we spread it out over the lawn in terms of irrigation and let it really get absorbed by the plant material. So that's a little background so I think it's important to keep in mind that in this particular project we have much more stringent stormwater requirements than what is typical and we're dealing with them in a way that is really, really effective. Infiltration on the south side and stormwater re -use for irrigation on the north side. Clark Wickland: Well that was pretty thorough. Paul Heuer: Sorry I didn't mean to... 47 Chanhassen Planning Commission — June 20, 2017 Clark Wickland: Well I think relative to the issues I've heard I think we can kind of speak to the plan as it's been developed and am I able to operate the cursor from up here? Well let's just maybe use the plan that's available right now and consider the north half of the property. As part of our analysis required by the City and required by the watershed district we are required to analyze rate of runoff, direction of runoff, water quality and volume reduction. And I'll share I guess a good thing relative to one of the resident's comments. Terry Jeffery kind of remains within the watershed though at Riley -Purgatory Watershed so he is performing all the review of our analysis modeling. We've made initial submittal to him. At the same time we made submittal to the City. He's already responded with review comments. We've responded to those. Nothing is of significance. That will go before the Board of Manager's meeting in mid - July. So specific to this project the project currently as depicted up there, all of that red area is essentially the watershed as it exists today on the left side and as you can see the lion share of it is central to the project which ultimately all drains easterly towards an inlet pipe that exists today that goes out to 212 or out to Highway 101. The proposed condition is depicted on the right of course with the outline of the units. The drainage area to the north, which is also depicted on the existing is slightly smaller so a greater area will go northerly or easterly into that central basin area. Now that central basin area essentially receives runoff from all of the property. As Mr. Heuer had shared we are going to reclaim water from there for irrigation of the project which is a pretty common technique supported by the watershed and most communities. It's been analyzed for rate going to the east for volume. For water quality, for what goes off site. It has certain requirements such as TSF removal. Phosphorus removal and such. It provides for all those conditions required of both the city and watershed. If we look at the property to the south, maybe not as relevant to tonight's meeting but as Mr. Heuer had shared, well this property too considering the existing watershed again delineated in red, all of it currently drains to an already existing basin at the very south end of that property. We are proposing to just expand onto that and make modification to it to provide the infiltration requirement for the project in that area since the subgrade material is suitable for that. Primarily sand so from a stormwater perspective and since the lion share of the site currently and is proposed to drain easterly away from the existing residential neighborhood to the west I would not feel that this would change anything hydrologically in that area. Does that answer the question? Aller: Yes. Any additional comments? Questions of staff? Questions of the applicant? Discussion. Randall: I've got one. Aller: Commissioner Randall. Randall: One of the questions I have, do we have any other areas that have the variance for the 25 foot setback within the city or is it something that's pretty new for us? AI -Jaffa The development at Southwest Village actually has a 10 foot front yard setback. CI3 Chanhassen Planning Commission — June 20, 2017 Randall: Okay. I guess some of the concerns that I had with that, if you look at the pictures of the examples, you know it looked like in the rear people will have access to their somewhat back yard or whatever. That's not a lot of feet I guess if you're doing anything back there you know. I don't know are they going to have patios back there or are they going to have, were they going to have a grill or that type of thing or I don't know. That's the only concern I really had. Aller: Can the applicant respond to that and give us an idea of what it would look like in the back yards? Paul Heuer: Yes. Patios are an option and sunrooms are an option off the rear and could I address the setback issue? Aller: Please. Paul Heuer: As I understand it we're asking for a variance from the 50 foot setback from arterial roads which I'm assuming includes 101 and maybe Lake Susan Drive. When I look at Lake Susan Drive and how far the apartment building across the street is set back from the right-of- way line, if I'm recalling it correctly it's about what we're asking for, 25 feet so there's really no impact to anybody along there. In fact it makes for a more coherent consistent feel as you drive down Lake Susan Drive. The other area that we're asking for that variance from is along 101 and it was shown earlier the right-of-way line for 101 veers so far into where this development will be that honestly one of our big struggles is visibility. We try to create a neighborhood that's going to look cohesive and look right and when you enter that intersection, you take the exit ramp from 212 and you hit the intersection of 101 and Lake Susan Drive really and you see our development it's far back and even more so we have a pond there so there's kind of a gapping gap between the actual roadway of 101 and that intersection of 101 and Lake Susan Drive and the homes so from our standpoint it feels a little weird and we struggle and that's one of the reasons we wanted to put some columns, you know pillars to make it look like there's an identity that this is really a place here. You're not just seeing a gap of right-of-way there that's mowed by the State so we really struggle with how far back that neighborhood is from that road. And granted it's a constraint in some way because it's loud but there's so much space there that it is somewhat of an obstacle in terms of people trying to figure out visually what am I seeing here? What's going on here? Who owns this land? So we really see no impact to anybody for a variance along 101 and Lake Susan Drive to the 25 feet. Aller: Commissioner Madsen. Madsen: Is there also a request for the 25 feet on Waters Edge Drive or is that at the 50 feet? Paul Heuer: I'd have to ask staff. Aller: I think it's all the way around isn't it? It's 25 all the way around as I understand it. 49 Chanhassen Planning Commission — June 20, 2017 Al -Jaffa The setback along. Madsen: Waters Edge Drive. Does that also require a variance to be 25 feet? Paul Heuer: Is that from 30 to 25 along Waters Edge? Al -Jaffa From 30 to 25, collector streets, collector roads would have to maintain a 50 foot setback. Madsen: And is a collector road Waters Edge Drive? AI -Jaffa Waters Edge is a local street. It's not a collector so it is a 30. Paul Heuer: So Waters Edge is from 30 to 25. Madsen: Okay. Paul Heuer: So if I could add one more thing, excuse me. So when we started laying out this development one option was for us to make use of Waters Edge Drive and have driveways right off of there. When you have driveways right off of there that's where you get the standard 30 foot setbacks so you have sufficient room for cars parked in the driveway and maybe a sidewalk since sometimes there's sidewalks. In this case at the urging of staff we agreed, the whole neighborhood would look a whole lot better if you did not see garages from the perimeter. A row of garages so instead we pushed all the garages to the interior so you don't need the space anymore between the right-of-way line of Waters Edge Drive and the homes. And we do have a 25 foot setback we're asking for. Some people may not choose the option of a sunroom in which case it increases a bit so it varies depending on the options that are chosen but we would like to have that opportunity to have sunrooms in the rear. Madsen: Thank you. Paul Heuer: You're welcomed. Tietz: Then the sunroom would encroach into the 25 foot zone. Paul Heuer: No. Tietz: No? Paul Heuer: We have designed it so that sunrooms would never encroach. There are 10 units. Tietz: So then your standard property, your building is actually further back than the 25 feet? 50 Chanhassen Planning Commission — June 20, 2017 Paul Heuer: Yes. Tietz: So your setback from the road is greater than 25 feet yet you're asking for a 25 foot setback. Is that to allow for future sunrooms? Paul Heuer: Yeah. Not future. What we found, we just started selling this product in Plymouth recently. It's the only neighborhood we've been selling it and we've been really surprised that the percentage of people buying the sunroom option is really high. You know typically this is a first time homebuyer so they don't have the excess funds to buy the options but they've been loving the sunrooms so much that it's been a 40 to 60 percent option rate so we would like to offer that option to as many people as possible. Many won't entertain that option in which case the setback is likely to be around 35 feet. Some will in which case it would be 25 feet. Tietz: So on this Sheet L-1 showing a typical layout of 4 units, 5 units and 6 units, because it's saw toothed, they're staggered, the deepest unit would never be even with it's sunroom would never, or porch or whatever would never be closer than 25 feet, is that accurate? Because otherwise we're talking about variances in the future. Paul Heuer: That's accurate. No variances in the future. Tietz: So in reality your building line is probably 30 to 35 feet currently and this document would be 30 to 35 feet back from the property line. Paul Heuer: The 25 foot is a minimum so it will ultimately vary from probably 25 to 38 feet if they don't. Tietz: But then some of those folks might not be able to put a screen porch on because it's built right to the 25 foot setback. Is that accurate? Paul Heuer: So we have 10 of the 82 units that they cannot have the option of the sunroom. Tietz: Okay, because they would be built to the setback. Paul Heuer: Yes. Tietz: Okay, thank you. Aller: Additional questions? Follow up. Comments. Commissioner Tietz. Tietz: Well one more question. I don't know if this is for Sharmeen or Kate. Aller: Ask away and we'll find out. 51 Chanhassen Planning Commission — June 20, 2017 Tietz: Is it, is there a potential mix of setback that potentially on Waters it's a deeper setback than the rest of the development. Proposed development area. AI -Jaffa That is definitely an option. Tietz: Is that possible? Al -Jaffa It is an option yes. Tietz: And that would probably impact his development. He may lose a unit or two because it starts to push back but in looking at the plan you guys would have to figure that out but is that something to consider? Would that be a viable alternative to have a deeper setback on Waters? Well you know is that, I'm asking technically from the city's standpoint is that possible? Aanenson: Of course anything's an option. Al -Jaffa Yeah. Tietz: Okay. Would that work? Paul Heuer: We haven't looked at it. It scares me enough that I think the impact would be great but I don't know. Tietz: There's a nice little grove of black walnuts on that site too. Paul Heuer: We're trying to save a number of them. Tietz: The 3 along the street. Aller: Additional comments. Questions. Motions. Weick: I'll comment. Allen: Commissioner Weick. Weick: It might help explain the way I vote later. Maybe not but I think it's a fantastic development. I actually approve of the use of the space. The design of the buildings. The water considerations and even the variance all the way around. However I was actually thinking when you said the land speaks, I was actually thinking the same thing as I looked at the picture on the site and I actually see, I see homes along 212. I see homes right along Waters Edge Drive as well. Along those properties and I think it's reasonable for those homeowners to expect that land across the street to be a similar type of use and design and unfortunately I don't think this is and 52 Chanhassen Planning Commission — June 20, 2017 so I'm actually not in favor of rezoning. I'm in favor of everything else because I think it's an awesome development. I just don't think this is the right spot for it. I'm just not in favor of rezoning it. I also would realize that that doesn't guarantee that a future use of this land is exactly as the neighbors or I would want. I'm not implying that. I'm just saying based on what I see today I don't see this fitting. Paul Heuer: Chairman could I make a point? Aller: Yes please. Paul Heuer: Could we go back to the slide showing the future, the land uses? That one. So when we fast looked at the site we saw 3 different zonings or guidance on the property. You can see the medium density on the far northeast sliver. Some low density kind of on the northwest part and the higher density and kind of a small sliver again on the southern part of the north part as well as the whole southern property and when we look at trying to do something like that it's highly impractical and I'm not blaming anybody. We have to draw lines sometimes on maps. That's just the way it is but nobody would ever of course develop this with those 3 different zones on the north side so all along we looked at this as this would have to be a blended community. A blended zoning so when we looked at the low density, the medium density and the high density we realized that the only real solution here if this property's ever going to develop is to have something that falls somewhere in the middle and that's what we proposed. Initially we were actually looking at a 3 story row home building and a number of things including the height and the fear that it might be a little imposing, especially for single family homes to the west and the north, so we pulled back from that application and changed it to something we felt was really, really compatible which is a simple 2 story row home unit that is still only 82 units out of the 99 that really are allowed but really fitting and looking like a single family home to a large extent so that's how we really got to the point that we're at here today and honestly when I look at this map I can't come up with a better solution than what we came up with. Yusuf: May I ask? Aller: Sure. Yusuf. May I ask Sharmeen to please explain the total number of units allowed and how that plays with the zoning? So I'm referring to page 6. The table on page 6. This one. Al -Jaffa Okay. So what we have is a mix of densities permitted by the land use plan. The residential low density portion of the site consists of 4.9 acres at 4 units per acre. That would give us 20 units. The medium density portion consists of 2.059 acres at 8 units per acre maximum so that's the 16 units and then the residential high density or mixed use that we see on the plan, along the northern portion we have 1.13 acres at 16 units per acre. That translates to 18 units. The southern portion is 2.8 acres, translates to 45 units at 16. The total number of units 53 Chanhassen Planning Commission — June 20, 2017 permitted is 99 units on that site. One thing I do need to point out is the portion of the high density along the southern portion includes vacation of some right-of-way. Without it they would be at 95 units. They are still below the maximum permitted by ordinance. By land use. Yusuf: So thank you. So the reason why I wanted you to go over it again is just looking at the north parcel it adds up to 54 and it does look a little dense when you just look at it as blocks and I thought we talked about 64. So that's why I was hoping you could just clarify. AI -Jaffa Absolutely. One of the other things that we looked at within a planned unit development, you have the ability to transfer densities. We looked at the best layout possible within that development and that is the layout that is presented to you. One of the things that could potentially happen is where you have the concentrations of the mixed use, these units could become apartment buildings. That's what we're trying to avoid. We are trying to disperse the density within the development. Again that medium, they are below the medium density of maximum of 8 units per acre and it's that transition zone between the high density and the low density development of single family homes. Yusuf. Thank you. AI -Jaffa Sure. Aller: Commissioner Madsen. Madsen: So Sharmeen if I'm understanding this correctly, so one option would have been to put a second apartment building next to the first one which would back up to single family homes and the density would, the zoning would support that. That wouldn't be very great for those single family homes so rather than, so then you transferred some of that density to the north site. Al -Jaffa Yes, that's exactly what we did. Madsen: But then some people who were thinking that only single family homes were going to be there, it's now row homes because of that transfer, is that correct? Al -Jaffa Yes, correct. Madsen: Okay, thank you. Aller: And the properties within the district which would require a 50 percent open space or in the medium density in the north as well. So they could cluster against Waters Edge and leave the balance of their property on the other side vacant. Al -Jaffa That's correct. 54 Chanhassen Planning Commission — June 20, 2017 Aller: Okay. Paul Heuer: Chairman? Aller: Yes. Paul Heuer: There's one other complication. I think one of the reasons this property has not developed for some time is the shoreland district and by complication I mean typically when you have to have 50 percent open space most cities don't allow that to be back yards of single family homes because a homeowner owns that property. They can go out and dig holes. They can put fire pits in. They can add impervious surface pretty much at free will. Apartment complexes or association maintained row homes like this have an association that owns and controls that property. That is acceptable to the DNR and most cities in terms of shoreland districts. Single family homes can't be controlled so most cities will not count the back yards of single family homes as open space to accommodate that 50 percent requirement so that's a real sticking point that I think a number of people came across as they've looked at this property. Apartment complex, you know the City didn't want. Single family home can't work because of the shoreland district so this is really all that's left. Something mid density that has an association maintained open space. Weick: Is that true in Chanhassen? Aanenson: I would just comment on that. It was under contract for quite a while with a twin home project. It couldn't work. The developer couldn't make it work for density for profit for just to get the layout in the shoreland. Weick: Okay. Aanenson: We didn't look at it with a mix of single family. It was pure twin homes trying to spread that. It's been under contract for a number of different projects. This is the furthest one that's. Weick: Okay. Tietz: Kate is some of that driven by the cost of the land? Aanenson: Of course. Of course. Tietz: So yeah, at some point. Aanenson: But also the goal of the city is not to, their first choice was not to put an apartment building there. 55 Chanhassen Planning Commission —June 20, 2017 Tietz: Yeah, no I understand that but obviously some projects don't come to fruition simply because the economics don't work and the cost of land versus construction. Aanenson: Agreed. Tietz: And then the sale price. Aanenson: Correct. And expectation for just the loss of density by doing a twin home project only and not being able to pencil that. Tietz: Okay. Aller: Additional comments. Questions as we work through this. Does anybody want to make a motion one way or another? Is there more information or other questions that people would like to have presented before you make a decision? Audience: Can you hear from the public anymore or not? Aller: The public hearing is closed ma'am. Thank you though. Commissioner Madsen. Madsen: A comment would be that you know it's difficult if you want to preserve the value of the homes and as it's currently zoned an apartment building that close would likely lower the value of the homes more than a townhome development so by transferring the density it does seem to be a good option. I'm not sure I like the variance for the 25 to 30 feet. It would be nice if you could at least move it back a little bit from the residential homes to the 30 feet. Aller: Do you feel strongly enough about that to make a motion of some sort? Randall: I can make the motion. Ready? Aller: Please, Commissioner Randall. Randall: The Planning Commission recommends approval of the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received May 18, 2017, subject to conditions of approval. The Planning Commission recommends approval of the site for the construction of 82 townhomes for the Planning Case 17-12 for West Park as shown on the plans received May 18, 2017 subject to conditions of approval. The Planning Commission recommends approval of the variance requested by, for Planning Case 17-12 that allows for a 25 foot setback from Waters Edge Drive, Lake Susan Drive, Highway 101 and as shown in plans received May 18, 2017 subject to conditions of approval. The Planning Commission recommends approval of rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212, bisected by Lake Susan Drive with the approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development 56 Chanhassen Planning Commission — June 20, 2017 Residential incorporating design standards. Planning Case 17-12 subject to the conditions of approval an adopts the attached Findings of Fact and Decision. Alter: So I have a motion by Commissioner Randall. Do I have a second? Undestad: Second. Alter: Having a motion and a second. Any further comments? Madsen: So if I disagree with a portion of one of those do I just vote no overall? Alter: You would vote no or you can request that an amendment to his motion be made at this point. So you can request that the motion be amended to deal with terms and conditions that you could like to see. Madsen: Okay I request a motion to amend it to allow a 30 foot setback from Waters Edge Drive. Alter: So your motion would be to amend. Madsen: The variance request. Alter: Amend that variance request portion of the original motion and do I have a. Aanenson: I think the rules of order would be the person that made the motion would have to accept the friendly amendment. Alter: Is it accepted? Randall: Yeah we can allow that. Just kidding. Madsen: Yeah maybe we should do it separate? Randall: But is that going to be a problem I mean if they can't move forward with this at a 30 foot that's going to be an issue with the variance, correct? Alter: Yeah because your motion references plans. Randall: Yeah. Weick: It would just mean that some of the properties along Waters Edge would not be able to have additions. 57 Chanhassen Planning Commission — June 20, 2017 Alter: Correct. That's what technically it would as it stands. Weick: Which may or may not be economically feasible. I don't know. Alter: So you're not accepting? Randall: We'll accept it. That's fine. I don't know what kind of an impact it's going to have on it though without going back into it. Yusuf. Can we make the motions as we have them but separate? Can we break them up? Alter: I don't think we can because the motion. Aanenson: There's a motion on the floor and it's been amended so you should probably or he'll have to withdraw it. Randall: Just vote on it and then. Alter: So let's just vote on it. Randall: And then someone else can make another motion correct? No? Weick: I don't think so. Randall: Let's just vote on it then. Alter: Okay so we're voting on the motion as amended and accepted by the author as an amendment. Randall: Correct. Alter: And do I have a second to that? Would you like to re -second the new motion? So there is basically a new motion before us and that motion changes the setback requirement to 30 feet on Waters Edge Drive. So the question is would someone like to second it in which case it's voted on. If there's no second then it would die for lack of a second. Aanenson: Mr. Chair Mark Undestad seconded the motion so. Alter: He seconded the original. Aanenson: Yeah so he would yeah. 58 Chanhassen Planning Commission — June 20, 2017 Aller: But we have a new motion before us. And so what I'm hearing or not hearing is going to result in this, your present motion dying for lack of a second. So that motion fails for lack of a second and then we're still at square one. Randall: So are we back at the original motion? Aller: If you'd like to make that motion again. Randall: So re -read the whole thing? Aller: So let's just say if you want to make the motion that you're making the motion as previously stated. Randall: I'll make the motion as previously stated. Aller: Without amendment. Randall: Without amendment. Yusuf. I'll second that. Aller: And we have a new second by Commissioner Yusuf. So any further discussion or requests for amendments or, seeing none. Randall moved, Yusuf seconded that the Planning Commission recommends approval of the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received May 18, 2017, subject to conditions of approval: Engineering 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. 3. The backyard drainage on Lot 12 shall be revised to a minimum of 2%. 4. Draintile is required for all lots where stormwater runoff will flow from the back to the front of the property. Draintile shall be shown on the plans between Blocks 11 and 12. 5. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. 6. The plan shall show EOF locations and elevation for all basins on site. 59 Chanhassen Planning Commission —June 20, 2017 7. The applicant shall submit a finalized, signed soil boring report. 8. Top and bottom wall elevations shall be shown on the grading plan. 9. This wall shall be owned and maintained by a Homeowners Association (HOA). 10. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 11. Boulder walls shall not be taller than six feet. 12. As an existing public trail is located within the vacation area, the applicant shall grant a trail easement to the city prior to recording the vacation. 13. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the city prior to recording the vacation. 14. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 15. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 16. The private sidewalks constructed within city right-of-way require an encroachment agreement. 17. All private streets will be owned and maintained by a Homeowners Association. 18. The street profiles show changes of grade without the vertical curves. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 19. The applicant shall include the horizontal alignment tabulation for all street in the plans prior to final plat. 20. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. The driveway for Lot 1, Block 2 of the southern parcel must be adjusted to meet Stonegate Road at a 90 degree angle. 22. The net S WMP Fee due at the time of final plat of the northern parcel is $59,997.66. 23. The net SWMP Fee due at the time of final plat of the southern parcel is $20,509.89. Chanhassen Planning Commission — June 20, 2017 24. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 25. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. 26. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. PARK AND TRAIL CONDITIONS OF APPROVAL 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 2. (82 units x $3,800 each). All voted in favor, except Commissioners Weick and Madsen who opposed, and the motion carried with a vote of 5 to 2. Randall moved, Yusuf seconded that the Planning Commission recommends approval of the site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received May 18, 2017, subject to conditions of approval; Engineering: The Engineering Department recommends approval of the final plat subject to the following conditions: 1. The applicant shall submit the full SWPPP document to the City for review prior to grading on site. 2. The plans shall identify the areas intended for stockpiling materials on site during construction. 3. No parking signage shall be installed at all turnarounds to keep them open for public safety access. 4. The plan shall be adjusted to provide sufficient length of roadway for Lot 6, Block 7 to turn onto their street from their driveway. 5. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 61 Chanhassen Planning Commission — June 20, 2017 6. The parking lot near Block 13 must be revised to have 9-foot wide stalls, even at their narrowest point. 7. All parking lots shall be revised to provide a 26-foot drive aisle and 18-foot long spaces. 8. The parking lot off Stonegate Road shall be revised to provide a 10-foot by 26 foot turnaround. 9. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 10. All sidewalks internal to the site shall be owned and maintained by the HOA. 11. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. 12. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. 13. To reduce future maintenance needs for the City, SAN MH 8 location shall be adjusted to eliminate the need for SAN MH 7. 14. The applicant shall revise plans to call out the size of proposed water main. 15. A gate valve shall be added to the plan between Block 5 and 8 prior to construction. 16. The plan shall be revised to remove CB 400, as the adjacent upstream catchbasin will replace the one removed with construction of the Blue Heron Drive access. 17. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 18. The stormwater pipe sizes shall be revised to no smaller than 15-inch diameter, the minimum size allowed for ease of future maintenance. 19. Stormwater pipe within the development shall be privately owned and maintained. 20. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 21. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 22. The applicant must obtain a permit from RPBCWD prior to grading the site. 23. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. Building Conditions: 62 Chanhassen Planning Commission —June 20, 2017 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 6. A final grading plan and geotechnical (soils evaluation) report must be submitted to the Inspections Division before permits will be issued. 7. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. 3. Prior to combustible construction fire hydrants shall be made serviceable. 63 Chanhassen Planning Commission — June 20, 2017 4. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Relocate the fire hydrant on Stonegate road eighty (80) feet to the west. (At the intersection of Stonegate and Stonegate) 6. On Eagle View Road add a fire hydrant between block 5 and block 6. 7. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. Planning 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements" All voted in favor, except Commissioners Weeck and Madsen who opposed, and the motion carried with a vote of 5 to 2. Randall moved, Yusuf seconded that the Planning Commission recommends approval of the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received May 18, 2017, subject to conditions of approval: Approval of the Variance is contingent upon approval of the Site Plan and Subdivision applications for Planning Case 17-12. All voted in favor, except Commissioners Weick and Madsen who opposed, and the motion carried with a vote of 5 to 2. Randall moved, Yusuf seconded that the Planning Commission recommends approval of rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards: WEST PARK GS! Chanhassen Planning Commission — June 20, 2017 PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six plex complexes. • The total number of units for the entire site may not exceed 99 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XJGII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. Gf Chanhassen Planning Commission — June 20, 2017 4. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Native species shall be incorporated into site landscaping, whenever possible. L Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; b. Ensure that signs do not create safety hazards; Chanhassen Planning Commission — June 20, 2017 c. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; d. Preserve and protect property values; e. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sign Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than % candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. All voted in favor, except for Commissioners Weick and Madsen who opposed, and the motion carried with a vote of 5 to 2. Randall moved, Yusuf seconded that the Planning Commission recommends approval of Planning Case 17-12 subject to the conditions of approval and adopts the attached 67 Chanhassen Planning Commission — June 20, 2017 Findings of Fact and Decision. All voted in favor, except for Commissioners Weick and Madsen who opposed, and the motion carried with a vote of 5 to 2. Aller: So the motion carries. Aanenson: This item does go to the Planning Commission on July, City Council excuse me. City Council on July 10s'. Aller: And it will go to City Council on July 10. At this point it is 10:00. Our by-laws state that we will go ti110:30 except for longer hearings so let's take a 5 minute recess to let individuals clear the room a little bit and we'll come back and hit item 3. We are in recess. (The Planning Commission took a 5 minute recess at this point in the meeting.) Aller: Thank you. We'll go ahead and continue with tonight's Planning Commission meeting and we have our last public hearing of the night and it's item 3 on the agenda PUBLIC HEARING: VENUE/ALDI — UNITED PROPERTIES: REOUEST FOR A SITE PLAN REVIEW FOR A 134 UNIT APARTMENT BUILDING AND A 19,000 SQUARE FOOT RETAIL BUILDING (ALDI) WITH VARIANCES AND A REGISTERED LAND SURVEY FOR THEATERS AND HIGH TIMBER LOUNGE. APPLICANT/OWNER: CHANHASSEN FRONTIER LLC. Generous: Thank you Chairman Aller, commissioners. Pleasure to finally be up here today. Last week I was on vacation so it's a little different. This is a site plan review and a registered land survey that's going to be recommended for this development. There is a variance included in this. It's because of the existing driveway on the north side of the property. It's tied into the properties both to the east and the west and the design is going to remain the same and so they don't meet the new standards for our parking lot but they would be keeping what they have in place but technically because they are changing the use of the property we had to notice this as a variance. The applicant is Chanhassen Frontier, LLC. This is the public hearing with the Planning Commission. This item goes to the City Council on July 10". The property's located at 525 West 78's Street. It's to the west of the Chanhassen Dinner Theater and east of the hotel building and the High Timber Lounge. It's an existing retail building with some businesses or office units on the second floor of the development. I should note that as part of this we received 4 emails and I provided copies for the Planning Commission. These will become part of the public records. The project consists of 3 parcels. They're not, only one of them is platted. The others are metes and bounds. Or 2 of them are parts of plats and one is a metes and bounds description. This property is located in the heart of downtown. There are multiple businesses in the area and has easy accessibility to other commercial areas as well as residential and government uses. To the southwest of this building is the park and ride site for Southwest Transit. The development would have easy pedestrian access to this. Primarily access to the M x y � 'NH ASS CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: June 20, 2017 C-� CC DATE: July 10, 2017 REVIEW DEADLINE: July 18, 2017 CASE #: 2017-12 BY: SJ, SS, JS. TH, of „ "The Planning Commission recommends approval of the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received May 18, 2017, subject to conditions of approval; "The Planning Commission recommends approval of the site plan for the construction of 82 townhouses to Planning Case 17-12 for West Park, as shown on the plans received May 18, 2017, subject to conditions of approval; "The Planning Commission recommends approval of the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received May 18, 2017, subject to conditions of approval; The Planning Commission recommends approval of rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards; Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." SUMMARY OF REQUEST: Consider a request for a Rezoning, Site Plan Review, Subdivision, and Vacation of Right of Way with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for construction of an 82 unit town -home development and located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive, with a total area of 9.8 acres. LOCATION: Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive APPLICANT: Pulte Homes Paul Heuer, Director of Land Planning & Entitlement 7500 Office Ridge Circle, Suite 325 Eden Prairie, MN 55344 952-229-0722 Paul.Heuer@PulteGroup.com PRESENT ZONING: Single Family Residential District (RSF) and Planned Unit Development - Mixed Use (PUD) 2020 LAND USE PLAN: Low Density Residential, Medium Density Residential, and Mixed Use ACREAGE: 9.8 acres DENSITY: 7.4 Units per Acre Planning Commission West Park — Pulte Homes June 20, 2017 Page 2 of 41 LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city has a relatively high level of discretion in approving a rezoning because the city is acting in its legislative or policy making capacity. A rezoning must be consistent with the city's Comprehensive Plan. 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. The city's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. 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. Notice of this public hearing has been mailed to all property owners within 500 feet as well as lake property owners surrounding Lake Lucy. EXECUTIVE SUMMARY: The request consists of multiple applications to facilitate the construction of a townhouse development. The requests include a rezoning of property from Single Family Residential and Planned Unit Development to Planned Unit Development, a site plan for the construction of 82 townhouses, a Variance to allow reduced setback, Preliminary Plat to subdivide 9.8 acres, and vacation of right-of-way (the vacation requires City Council approval only. It is included in this report as an informational item). Planning Commission West Park — Pulte Homes June 20, 2017 Page 3 of 41 The site is located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive. Access to the site will be gained off of Lake Susan Drive and Waters Edge Drive. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. 1. Rezoning to Planned Unit Development -Residential: portion located north of Lake Susan Drive to Planned Unit Development —Residential and adopt standards for the development. 2. Variance: The second request is for a variance to allow a reduced setback from Waters Edge Drive, Lake Susan Drive and Highway 101. 3. Subdivision/Preliminary Plat: The third request is for the subdivision of 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlets A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. 4. Site Plans: The final request is for a site plan for the construction of 82 townhouses. The applicant is proposing 7 six-plexs, 4 five-plexes, and 5 four-plexes. Materials on the exterior of the homes include cultured stone, shake siding, LP sid siding, and shake siding. Window shutters are used to accent the buildings. All the garage doors and parking will be hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. That is the main reason for the variance request. The first request is to rezone the The applicant held a neighborhood meeting on May 11, 2017 to introduce neighbors to the development. The applicant also met with the owners of the apartment building located southeast of the subject site to coordinate shared access issues and parking. Staff regards the project as a well -designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan, subdivision, rezoning, and variance with conditions as outlined in the staff report. Construction on this project could begin as early as September 2017. Planning Commission West Park — Pulte Homes June 20, 2017 Page 4 of 41 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments Chapter 20, Article II, Division 3. - Variances On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the Gateway Development. This plan was later approved by the City Council on January 24, 2005. On June 27, 2005, the City Council approved rezoning the property located at the northwest intersection of the future alignment of Highways 101 and 212 with an approximate area of 24 acres from Residential Single Family to Planned Unit Development -Mixed Use incorporating design standards. The final draft layout that was arrived at reflected a residential component within the area north and south of Lake Susan Drive with the highest density concentration facing Highway 101. An apartment building (Gateway Place), was approved by the City Council on February 27, 2006. The portion of the site located southwest of Highway 212 and 101 consists of a mix of commercial and office uses. Planning Commission West Park — Pulte Homes June 20, 2017 Page 5 of 41 The current proposal will incorporate the undeveloped /vacant residential parcels into the development of West Park. The applicant is requesting to rezone the property from RSF, Residential Single Family, and Planned Unit Development —Mixed Use to Planned Unit Development -Residential. Highway 212 will run along the southern edge of the site. Highway 101 runs along the east portion of the site. Waters Edge Drive is located along the northwest portion of the site. A residential neighborhood zoned Residential Single family is located north of the site and a residential neighborhood zoned Planned Unit Development is located west of the site. All properties located at the intersection of Highway 212/101 are guided mixed use which permits high density residential and neighborhood oriented commercial. The 2020 Land Use Plan shows this area designated for development as Residential Low Density (1.24 Units per Acre), Residential Medium Density (4-8 Units per Acre) and Mixed Use Development. Appropriate zoning for these land uses are a combination of Residential Single Family-RSF, Mixed Low Density-R4, Residential Low and Medium Density Mixed Medium Density-RLM, and PUD-Mixed Use, Neighborhood Commercial, and High Density Residential. Staff has prepared a Planned Unit Development Ordinance that will regulate and set standards for the development of this site including permitted uses, landscaping, setbacks,signage, building materials, architectural standards, parking, etc. This site is in the Metropolitan Urban Service Area (MUSA) area. Staff is recommending that this area be rezoned to PUD-Residential. Based on the site area and land uses within this area, the site may have a maximum number of 99 units. Planning Commission West Park — Pulte Homes June 20, 2017 Page 6 of 41 TOTAL UNITS ALLOWED Land Use Gross Area I Net Area I Net Density Number of Units North of Lake Susan Drive Residential Low Density 4.942 4.942 14 20 Residential Medium Density 2.059 2.057 8 16 Residential High Density 1.133 1.133 16 18 South of Lake Susan Drive Residential High Density 2.827 12.287 145 TOTAL 110.959 110.959 199 The applicant is proposing a total number of 82 units which is below the maximum permitted on the site. PUD FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed Planned Unit Development has been considered in relation to the specific policies and provisions of the land use plan and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed uses are and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping buffers, architecture, etc. The townhouses will be the proper transition between the single family homes to the north and west and the apartment building located southeast of the subject site. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed uses will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Planning Commission West Park — Pulte Homes June 20, 2017 Page 7 of 41 Finding: The proposed uses will have no measurable negative impact on the property values of the nearby residences. It could potentially have a positive impact by creating a buffer to Highway 101 and preventing higher impact development. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. Staff is recommending approval of rezoning the property to Planned Unit Development — Residential, incorporating the following standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six-plex complexes. • The total number of units for the entire site may not exceed 99 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks (feet) Planning Commission West Park — Pulte Homes June 20, 2017 Page 8 of 41 Boundarc Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. 4. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. Planning Commission West Park — Pulte Homes June 20, 2017 Page 9 of 41 4. Native species shall be incorporated into site landscaping, whenever possible. E Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street fiunishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; b. Ensure that signs do not create safety hazards; c. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; d. Preserve and protect property values; e. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sign Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. Planning Commission West Park — Pulte Homes June 20, 2017 Page 10 of 41 h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than % candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. (report continued on next page) Planning Commission West Park — Pulte Homes June 20, 2017 Page 11 of 41 The applicant is requesting preliminary plat approval to replat 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage. A private street and cross -access easements will be shared between the properties. Private streets are permitted in this district if the following conditions exist: 1. The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination the city may consider the location of existing property lines and homes, local or geographic conditions, and the existence of wetlands. 2. After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. 3. The use of a private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. Planning Commission West Park - Pulte Homes June 20, 2017 Page 12 of 41 A public street is not required to serve these parcels or adjacent parcels. The use of a private street reduces the overall hard surface coverage. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: North of Lake Susan Drive BLOCK 1: BLOCK 6: BLOCK 11: Lot 1 = 1,885 square feet Lot 1 = 1,833 square feet Lot 1 = 1,833 square feet Lot 2 =1,740 square feet Lot 2 =1,692 square feet Lot 2 =1,692 square feet Lot 3 = 1,740 square feet Lot 3 = 1,692 square feet Lot 3 = 1,692 square feet Lot 4 =1,740 square feet Lot 4 =1,833 square feet Lot 4 = 1,833 square feet Lot 5 = 1,740 square feet Lot 6 =1,885 square feet BLOCK 2: BLOCK 7: BLOCK 12: Lot I = 1,885 square feet Lot I = 1,885 square feet Lot 1 =1,833 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,692 square feet Lot 3 =1,740 square feet Lot 3 = 1,740 square feet Lot 3 =1,692 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,833 square feet Lot 5 =1,740 square feet Lot 5 =1,740 square feet Lot 6 =1,885 square feet Lot 6 = 1,885 square feet BLOCK 3: BLOCK 8: BLOCK 13: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 2 =1,740 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 =1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 =1,740 square feet Lot 4 =1,740 square feet Lot 5 = 1,885 square feet Lot 5 =1,740 square feet Lot 6 =1,885 square feet BLOCK 4: BLOCK 9: OUTLOT A = 25,197 Lot 1 =1,833 square feet Lot 1 =1,885 square feet OUTLOT B = 16,043 Lot 2 =1,692 square feet Lot 2 =1,740 square feet OUTLOT C = 64,245 Lot 3 =1,692 square feet Lot 3 =1,740 square feet OUTLOT D = 21,359 Lot 4 =1,833 square feet Lot 4 = 1,740 square feet OUTLOT E = 32,477 Lot 5 =1,885 square feet OUTLOT F = 46,203 ROW = 34,611 TOTAL = 354,265 BLOCK 5: BLOCK 10: Lot I = 1,885 square feet Lot 1 = 1,885 square feet 8.13 Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet OUTLOT A (parking areas Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet and drive aisles) = 62,639 Lot 4 =1,740 square feet Lot 4 = 1,740 square feet square feet or 1.438 acres Lot 5 =1,885 square feet Lot 5 =1,885 square feet Planning Commission West Park — Pulte Homes June 20, 2017 Page 13 of 41 South of Lake Susan Drive BLOCK 1 BLOCK 2: BLOCK 3: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,740 square feet Lot 5 = 1,740 square feet Lot 5 = 1,885 square feet Lot 6 =1,885 square feet Lot 6 = 1,885 square feet OUTLOT A = 19,278 OUTLOT B = 71,638 TOTAL=123,10 SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Findine: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Fes: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stone water drainage are suitable for the proposed development; Find: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; FindinE: The proposed subdivision will not cause environmental damage subject to conditions of approval. Planning Commission West Park — Pulte Homes June 20, 2017 Page 14 of 41 6. The proposed subdivision will not conflict with easements of record. FindinP: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Findin : The proposed subdivision is provided with adequate urban infrastructure. SITE PLAN The site plan is for the construction of 82 townhomes. The applicant is proposing 7 six-plexes, 4 five-plexes, and 5 four-plexes. They are to be located at the north and south of Lake Susan Drive. Materials on the exterior of the homes include cultured stone, shake siding, and LP siding. Decks and window shutters are used to accent the buildings. Some of the units are recessed while others project forward. The roof line is accented by dormers. Each unit will have its own exterior design, color and materials as shown in the examples below which is a similar development currently under construction in the City of Plymouth. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The product in Chanhassen will have some additional features such as garage doors that are accented by windows, a gathering space with a fire pit, and sidewalks. (report continued on next page) Planning Commission West Park — Pulte Homes June 20, 2017 Page 15 of 41 All the garage doors and parking will be hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. Landscaping islands have been added between the garage doors. This will help soften the continuous appearance of the asphalt driveways. The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The added landscaping and boulevard trees will provide a calming effect to a busy area. With this project, there is an opportunity to create a gateway treatment into the development. The applicant submitted a design that frames the -entrances and comers of this development that consist of pillar monuments with rod iron fencing that is present throughout the development. The use of cultured stone is found on the pillars, housing units, mailboxes, and monument signs identifying the project. Planning Commission West Park — Pulte Homes June 20, 2017 Page 16 of 41 mwmm�nro M 0lQHB1➢L 9LB0Y3ID uo N 11 9mlHFl1W 9LBB�L'L1 This development must comply with the Development Design Standards for West Park (attached). Another element that the applicant is proposing is an outdoor seating area located at the northeast corner of the site. This is a seating area that features a fire pit and overlooks a storm pond. MORELAND OVERLAY DISTRICT The northerly portion of the site is located within the shoreland overlay district of Lake Susan. The development is required to maintain a 50% open space within that area. li. ir i �i� Planning Commission West Park — Pulte Homes June 20, 2017 Page 17 of 41 The applicant intends to have all common green space area be maintained by a homeowners association. All units must be built to a height that is less than 35 feet. The current plans are in compliance with this requirement. LIGHTING/SIGNAGE The applicant prepared a lighting plan that is in keeping with the approved standards. Light levels for site lighting may not exceed 1/2 foot candle at the project perimeter property line as required by city code. This does not apply to street lighting. The applicant intends to utilize a Decorative Colonial light fixture which is typically used in residential neighborhoods. The lamp is approximately 15 feet above grad. ' .,moo, •�•• e - e.xsaei The applicant is proposing two monument signs that will be located at the entrances off of Lake Susan Drive. The base and material of the sign will be cultured stone which is a material that is utilized throughout the development to form a base for the Mail Boxes and Entryway Pillars with rod iron decorative fencing at the intersection of roads and property corners. Planning Commission West Park — Pulte Homes June 20, 2017 Page 18 of 41 The residential parking standards require one visitor parking stall for every four units. The applicant is proposing 82 townhomes which translates to 20.5 visitor parking spaces. The applicant is providing 23 guest parking spaces. The applicant is also providing a two -stall garage with each unit which is in compliance with city code. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: All buildings have pronounced entrances. Articulation: The buildings incorporate adequate detail and have been very tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The buildings will provide a variation in style through the use of dormers, shutters, glass and stone. The buildings utilize exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for West Park. Material and Detail High quality materials are being used on all buildings. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design The maximum building height in this Planned Unit Development for the residential use is 35 feet or three stories, whichever is less. All buildings meet the minimum standard set in the ordinance. The rooflines are staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are staggered and pitched elements on these buildings. They comply with this requirement. Planning Commission West Park — Pulte Homes June 20, 2017 Page 19 of 41 Multi -Family Design Standards Sec. 20-1088. Architectural style. Architectural style shall not be restricted. Evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of this section. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. • Monotony of design, both within projects and between adjacent projects and its surroundings, is prohibited. Variation in detail, form, and sighting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. • All building shall have a minimum of 20 percent of accent material. Accent material may include brick, stone cut face block or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. Findings: The proposed development is well situated within the site. It attempts to fit into the environment in which it is located including incorporating urban -style housing. The buildings offer much variety including colors, finishes, roof lines and materials. The buildings are oriented to the street to provide an urban edge. Sec. 20-1089. Land use. All development shall create a unified design of internal order that provides desirable environments for site uses, visitors and the community. The following design elements shall be incorporated into a project: • The project shall create a unique neighborhood identity. • Creation of interconnecting neighborhoods in collaboration with adjoining landowners (street, walkways, preservation of natural features, parks and gathering places). • Each neighborhood has a focal point or gathering place including parks, greens, squares, entrance monuments, historic structures (silos/bams) or public furniture (gazebos, benches, pergolas). Community features may include: landscaping, lighting, benches, tables. • Recreation facilities (playgrounds, tot lots, swimming pools and gardens). Planning Commission West Park — Pulte Homes June 20, 2017 Page 20 of 41 • Diversity of product type and design to accommodate different age groups and individuals in different socio-economic circumstances. • Broad variety of housing choices --twin homes, row houses, town homes, flats above garages, apartments over shops, garden apartments, senior living opportunities and condominiums. Findings: This project creates its own little unique setting. The common areas include the entire development which offers a fire pit seating area, sidewalks, trails, and a gateway component. Sec. 20-1090. Curb appeal. To encourage roadway image or curb appeal projects shall create a variety of building orientation along the roadways; attractive streetscape and architectural detail. All projects shall incorporate two or more of the following design elements: • Orientation to the street or access road: o Setbacks. o Spacing between buildings and view sheds. • Architectural detail/decorative features: o Windows. o Flower boxes. o Porches, balconies, private spaces. o Location and treatment of entryway. o Surface materials, finish and texture. o Roof pitch. o Building height and orientation. • Location of garages. • Landscaping including fencing and berming. • Street lighting. • Screening of parking, especially in apartment and condominium developments. • Variations/differentiations in units including, but not limited to, color, material, articulation etc. Findings: The proposed development has been well situated within the site. It attempts to fit into the environment in which it is located. The homes have elements such as shutters, entry stoops, landscaping, and screened parking. Garages have been located toward the interior of the development. Sec. 20-1091. Transportation diversity. All developments shall incorporate multi -modal transportation including two or more of the following elements: Planning Commission West Park — Pulte Homes June 20, 2017 Page 21 of 41 • Streets with trails incorporated. • Off -road trails and bike paths. • Provisions for mass transit with bus stops and shelters incorporated into the developments. • Sidewalk connecting internal developments: o Undulating sidewalks. Use of pavers or stamped concrete. o On -street parking and use of roundabouts. o Landscaped boulevards or medians. Findings: The project is within a walking distance to Southwest Village Transit Station. The applicant has incorporated sidewalk connections throughout the development that lead to the transit station. Sec. 20-1092. Integration of parks, open space, natural historic or cultural resources. Integrate nature and wildlife with urban environment. o Trails and sidewalks. o Vistas. o Historic features. • Preservation of natural features that support wildlife and native plants (slopes, trees, wetlands). Findings: The proposed development is integrated into the city's trail system. COMPLIANCE TABLE Setback Exterior Setback Interior Coverage IParkin Height Guest PUD 25 ft. 0 ft. 50 % 35 ft. 20 stalls Proposed 25 ft. 0 ft. 50 % 31 ft. 23 stalls SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Planning Commission West Park — Pulte Homes June 20, 2017 Page 22 of 41 (4) Creation of 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; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; c. 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 d. 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. (6) Protection of 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. Finding: The proposed development is consistent with the city s design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. VARIANCE The applicant is requesting a reduced setback from collector roads. The City Code requires all buildings to maintain a 50-foot setback from arterial or collector streets. The reason behind the variance request is for design purposes, to reflect an urban townhouse development. Planning Commission West Park — Pulte Homes June 20, 2017 Page 23 of 41 VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a) Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. FindinE: Due to the type of development the applicant is proposing, it is important to bring the buildings closer to the street. All the parking lots and garages are completely hidden from views by the buildings. b) When there are practical difficulties in complying with the zoning ordinance, 'Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Findin : This development is a transition between low and high density areas. Staff worked with the applicant to concentrate the parking, driveways, and garages internally so have the front facades face the neighboring properties. c) That the purpose of the variation is not based upon economic considerations alone. Find: The proposed variance is necessary to accommodate the proposed development style. This is a residential development with urban housing and is a transition between existing single family homes and highways and high density residential building. Urban townhouses are generally located closer to the right-of-way. d) The plight of the landowner is due to circumstances unique to the property not created by the landowner. FindinE: The proposed variance is necessary to accommodate the proposed building within the site. The proposed townhouses provide diversified housing. e) The variance, if granted, will not alter the essential character of the locality. Finding: The granting of a variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. The proposed variation still maintains extensive areas of open space and will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets. Planning Commission West Park — Pulte Homes June 20, 2017 Page 24 of 41 f) Variances shall be granted for earth -sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. Finding: This does not apply to this development. VACATION, RIGHT-OF-WAY AND EASEMENTS The applicant is requesting a vacation of public right-of-way. The public hearing for the vacation request and will be at the City Council meeting on July 10, 2017. As an existing public trail and utilities are located within the vacation area, the applicant shall grant a trail casement and a drainage and utility easement to the city prior to recording the vacation. The survey included all easements and right of way shown on the title search of the property dated November 30, 2016 from Stewart Title Guarantee Company. The applicant shall have their survey confirm this with a recent title commitment prior to final plat. As the streets will be private and the development is less than 4 units/acre, 30-foot wide outlots will be platted around the streets. Drainage and utility easements will be dedicated over the street outlots: Outlot A of the south parcel and Outlots A and D of the north parcel, which meets the requirements per City Code. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. The private sidewalks constructed within city right-of-way require an encroachment agreement. (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 25 of 41 GRADING & DRAINAGE The existing drainage pattern for the southern parcel drains to an existing pond on the south of the parcel, which overflows to a MnDOT culvert. The proposed grading for the southern parcel will direct the stormwater to the existing pond, which is proposed to be converted to an infiltration basin, and will still overflow to the MnDOT culvert. 0.1 %-e — SOUTH PARCEL PROPOSED —SOUTH PARCEL (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 26 of 41 The existing drainage pattern for the northern parcel drains to two points. A smaller, northern part of the site drains to Waters Edge Drive and enters the city's stormwater system via catchbasins on the curb line. The majority of the northern parcel drains to a low point on the southeastern edge of the property where it may enter a culvert that carries the water under TH 101. The proposed grading for the northern parcel will direct the majority of the parcel to the proposed stormwater pond where some of the water will be reused for irrigation. A reduced size area will still drain north to Waters Edge Drive and a further reduced area will still drain east to the TH 101 culvert. EXISTING —NORTH PARCEL PROPOSED —NORTH PARCEL The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. The existing togopraphic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. The backyard drainage on Lot 12 shall be revised to a minimum of 2%. Draintile is required for all lots where stormwater runoff will flow from the back to the front of the property. Draintile shall be shown on the plans between Blocks 11 and 12. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 27 of 41 The plan shall show EOF locations and elevation for all basins on site. The applicant shall submit a finalized, signed soil boring report. Erosion Prevention and Sediment Control The proposed development will exceed 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 shall submit the full SWPPP document to the city for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The plans shall identify the areas intended for stockpiling materials on site during construction. RETAINING WALLS The applicant has proposed one retaining wall on the northern parcel of this subdivision. The retaining wall is located between Block 4 and the internal trail. It is approximately 60 feet long and 4 feet tall. Top and bottom wall elevations shall be shown on the grading plan. This wall shall be owned and maintained by a Homeowners Association (HOA). The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Boulder walls shall not be taller than six feet. F r�l '.7" &I The applicant proposes construction of private streets to serve the subdivision. All private streets will be owned and maintained by a Homeowners Association. Staff recommends draintile installation on both sides of all private streets. Stonegate Road will service lots on the southern parcel. It is 20 feet wide, approximately 460 feet long and terminates in a 120-foot hammerhead turnaround. Stonegate Road will share an existing access off Lake Susan Drive with the neighboring apartment building. The existing curb cut on Lake Susan Drive on the west side of the southern parcel shall be removed. West Park Drive will service Blocks 1, 2, 12 and 13 on the northern parcel. It is 20 feet wide, approximately 500 feet long and terminates in a dead end that has been approved by the fire Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 28 of 41 department for proximity to a street intersection for a turnaround. West Park Drive will utilize an existing curb cut off Lake Susan Drive for access. Blue Heron Drive will service Blocks 3 and 11 on the northern parcel. It is 20 feet wide, approximately 360 feet long and connects West Park Drive to Waters Edge Drive. Blue Heron Drive connect to Waters Edge Drive south of the existing curb cut. The applicant proposes to remove the existing curb cut and adjust the city stormwater catch basins on Waters Edge Drive to accommodate the new access location. The intersection sight distance requirements for a 30mph roadway are met by this intersection location per the June 2000 MnDOT Roadway Design Manual. Eagle View Road will service Blocks 4-10 on the northern parcel. It is 20 feet wide, approximately 600 feet long and terminates a 70-foot modified hammerhead turnaround. The plan shall be adjusted to provide sufficient length of roadway for Lot 6, Block 7 to turn onto their street from their driveway. No parking signage shall be installed at all turnarounds to keep them open for public safety access. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. The street profiles show changes of grade without the vertical curves. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. The applicant shall include the horizontal alignment tabulation for all street in the plans prior to final plat. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & PARHING Several driveways shown in the plan set (northern parcel Block 1-4 and 9 and southern parcel Block 1 and 3) are at the city maximum driveway grade: 10.0% slope. Staff recommends reducing the grade to 9.5% to allow for field adjustments during the construction process. The driveway for Lot 1, Block 2 of the southern parcel must be adjusted to meet Stonegate Road at a 90 degree angle. The joint driveway for Lot 5, Block 9 and Lot 1, Block 10 is a potentially awkward configuration for the future owners. Staff recommends adjusting Block 9 and 10 to better configure the driveway layout. Staff recommends high -back curb for all parking areas. The parking lot near Block 13 must be revised to have 9-foot wide stalls, even at their narrowest point. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 29 of 41 All parking lots shall be revised to provide a 26-foot drive aisle and 18-foot long spaces. The parking lot off Stonegate Road shall be revised to provide a 10-foot by 26 foot turnaround. TRAILS & SIDEWALK The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. All sidewalks internal to the site shall be owned and maintained by the HOA. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the city. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. UTILITIES Sanitary Sewer Sanitary sewer service for the subdivision will be provided by connecting to the existing 21" RCP sanitary main line on the west side of the southern parcel and the existing stub on the northern parcel. The applicant proposes 8" PVC sanitary sewer main to be owned and maintained by the city. The minimum sanitary sewer grade that the city will accept is 0.40%, therefore setting the design grade to this minimum is not advisable. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. Sanitary sewer installed at less than 0.40% shall not be accepted by the city and must be reinstalled at the developer's expense. Staff recommends use of 0.50% minimum design grade. To reduce future maintenance needs for the city, SAN MH 8 location shall be adjusted to eliminate the need for SAN MH 7. Water Main Water service for the subdivision will be provided by connecting to the existing 16" DIP water main line on the west side of the southern parcel and the existing stub on the northern parcel. The applicant shall revise plans to call out the size of proposed water main. The stone sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. A gate valve shall be added to the plan between Block 5 and 8 prior to construction. 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 Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 30 of 41 plans, subdivisions and water management features." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The comments from the Riley -Purgatory -Bluff Creek Watershed District dated May 25, 2017 are attached to this report. The applicant must obtain a permit from RPBCWD prior to grading the site. The plan shall be revised to remove CB 400, as the adjacent upstream catchbasin will replace the one removed with construction of the Blue Heron Drive access. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. The stormwater pipe sizes shall be revised to no smaller than 15-inch diameter, the minimum size allowed for ease of future maintenance. Stormwater pipe within the development shall be privately owned and maintained. Storm Water Utility Connection Charges These fees show a credit of 50% as the design is proposed to achieve abstraction of the first l .1 inches of runoff from all proposed hardcover on the site. The fee and credits for the northern parcel are calculated as shown in the table below. SURFACE WATER AREA PER FEE ACRE ACRES FEE DEVELOPMENT NORTH PARCEL $14,510 8.132 $ 117,995.32 FEE 8.132 $ 117 995.32 VOLUME VOLUME %. of 1.1" SURFACE for 1.1" REMOVAL VOLUME ER ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDIT Reuse 14,677 16,496 112% $ 58,997.66 For the northern parcel, the SWMP Fee is $117,995.32. The SWMP Credit given for meeting the 1.1" volume abstraction is $58,997.66. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the northern parcel is $59,997.66. The fee and credits for the southern parcel are calculated as shown in the table below. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 31 of 41 SURFACE WATER AREA PER FEE ACRE ACRES FEE DEVELOPMENT SOUTH PARCEL $14,510 2.827 $ 41,019.77 FEE 1 $ 41 019.77 VOLUME VOLUME % of 1.1" SURFACE for 1.1" REMOVAL VOLUME WATER ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDIT Infiltration 4,486 5,171 115% $ 20,509.89 For the southern parcel, the SWMP Fee is $41,019.77. The SWMP Credit given for meeting the 1.1" volume abstraction is $20,509.89. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the southern parcel is $20,509.89. I:T.IRI-DRR13 I_DQl69 Water and sewer partial hook-ups are due at the time of final plat. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. The applicant for the West Park property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.56 ac. or 460,229 SF Baseline canopy coverage 6% or 27,988 SF Minimum canopy coverage required 20% or 91,924 SF Proposed tree preservation 1% or 3,932 SF. The developer does not meet nu mum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 20% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 91,924 Less canopy preserved 3,932 Minimum canopy coverage to be replaced 87,992 SF Multiplied by 1.2 105,590 Divided by 1089 =Total number of trees to be planted 97 trees The applicant has proposed a total of 97 overstory trees. The development has buffer yards required along Great Plains Blvd, Lake Susan Drive and abutting the Gateway development. The applicant has provided landscaping along Waters Edge Drive as well. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 32 of 41 Landscaping Item Required Proposed Bufferyard B — Great Plains 13 Overstory trees 14 Overstory trees Blvd., 661' 19 Understory trees 26 Understory trees 33 Shrubs 42 Shrubs Bufferyard B — Lake Susan 6 overstory trees 3 Overstory trees Drive, North side, 320' 9 understory trees 12 Understory trees 16 shrubs 0 Shrubs Bufferyard B — Lake Susan 3 Overstory trees 5 Overstory trees Drive, South side, 180' 5 Understory trees 4 Understory trees 9 Shrubs 0 Shrubs Bufferyard C — West Park 8 Overstory trees 9 Overstory trees south development, 299' 17 Understory trees 18 Understory trees 26 Shrubs 19 Shrubs Bufferyard B — West Park 2 Overstory trees 1 Overstory trees south development West 4 Understory trees 3 Understory trees Side, 260' 4 Shrubs 0 Shrubs 70' distance from development homes to ROW outlot, 66' across ROW outlot The applicant has proposed one tree to be planted in each front yard in accordance with city code. In various locations, this planting space is less than 10 feet in width between driveways. In these sites, it is recommended that ornamental trees be used. PARKS This property is conveniently located within the 1/2-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the 1-mile community park service of the new West Park residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 33 of 41 No additional trail construction is being recommended as a condition of this subdivision. RECOMMENDATION Staff recommends adoption of the following motion: 1. REZONING The Planning Commission recommends approval of rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential incorporating the following design standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six plex complexes. • The total number of units for the entire site may not exceed 99 units. (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 34 of 41 C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 1 50 % Maximum Residential Building/Structure Height 35 or Ts -tones, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 5. All units shall have access onto an interior private street. 6. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 7. All foundation walls shall be screened by landscaping or retaining walls. 8. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. 5. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 35 of 41 6. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 7. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 8. Native species shall be incorporated into site landscaping, whenever possible. E Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: f. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; g. Ensure that signs do not create safety hazards; h. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; i. Preserve and protect property values; Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 36 of 41 greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sign Design and Permit Requirements: c. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. d. All signs require a separate sign permit. h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than % candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. 2. SUBDIVLSION "The Planning Commission recommends approval of the Preliminary Plat approval for West Park Addition, as shown in plans dated received May 18, 2017 — Planning Case 17- 12 - subject to the following conditions: Engineering 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. 3. The backyard drainage on Lot 12 shall be revised to a minimum of 2%. 4. Draintile is required for all lots where stormwater runoff will flow from the back to the front of the property. Draintile shall be shown on the plans between Blocks 11 and 12. 5. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 37 of 41 6. The plan shall show EOF locations and elevation for all basins on site. 7. The applicant shall submit a finalized, signed soil boring report. 8. Top and bottom wall elevations shall be shown on the grading plan. 9. This wall shall be owned and maintained by a Homeowners Association (HOA). 10. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 11. Boulder walls shall not be taller than six feet. 12. As an existing public trail is located within the vacation area, the applicant shall grant a trail easement to the city prior to recording the vacation. 13. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the city prior to recording the vacation. 14. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 15. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 16. The private sidewalks constructed within city right-of-way require an encroachment agreement. 17. All private streets will be owned and maintained by a Homeowners Association. 18. The street profiles show changes of grade without the vertical curves. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 19. The applicant shall include the horizontal alignment tabulation for all street in the plans prior to final plat. 20. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. The driveway for Lot 1, Block 2 of the southern parcel must be adjusted to meet Stonegate Road at a 90 degree angle. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 38 of 41 22. The net SWMP Fee due at the time of final plat of the northern parcel is $59,997.66. 23. The net SWMP Fee due at the time of final plat of the southern parcel is $20,509.89. 24. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 25. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. 26. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. PARK AND TRAIL CONDITIONS OF APPROVAL 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 2. (82 units x $3,800 each). 3. SITE PLAN "The Planning Commission recommends approval of the Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received May 18, 2017 — Planning Case 17-12 - subject to the following conditions: Engineering The Engineering Department recommends approval of the final plat subject to the following conditions: 1. The applicant shall submit the full SWPPP document to the City for review prior to grading on site. 2. The plans shall identify the areas intended for stockpiling materials on site during construction. 3. No parking signage shall be installed at all turnarounds to keep them open for public safety access. 4. The plan shall be adjusted to provide sufficient length of roadway for lot 6, Block 7 to turn onto their street from their driveway. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 39 of 41 5. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 6. The parking lot near Block 13 must be revised to have 9-foot wide stalls, even at their narrowest point. 7. All parking lots shall be revised to provide a 26-foot drive aisle and 18-foot long spaces. 8. The parking lot off Stonegate Road shall be revised to provide a 10-foot by 26 foot turnaround. 9. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 10. All sidewalks internal to the site shall be owned and maintained by the HOA. 11. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. 12. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. 13. To reduce future maintenance needs for the City, SAN MH 8 location shall be adjusted to eliminate the need for SAN MH 7. 14. The applicant shall revise plans to call out the size of proposed water main. 15. A gate valve shall be added to the plan between Block 5 and 8 prior to construction. 16. The plan shall be revised to remove CB 400, as the adjacent upstream catchbasin will replace the one removed with construction of the Blue Heron Drive access. 17. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 18. The stormwater pipe sizes shall be revised to no smaller than 15-inch diameter, the minimum size allowed for ease of future maintenance. 19. Stormwater pipe within the development shall be privately owned and maintained. 20. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 21. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 40 of 41 22. The applicant must obtain a permit from RPBCWD prior to grading the site. 23. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. Building Conditions: Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 6. A final grading plan and geotechnical (soils evaluation) report must be submitted to the Inspections Division before permits will be issued. 7. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 41 of 41 3. Prior to combustible construction fire hydrants shall be made serviceable. 4. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Relocate the fire hydrant on Stonegate road eighty (80) feet to the west. (At the intersection of Stonegate and Stonegate) 6. On Eagle View Road add a fire hydrant between block 5 and block 6. 7. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. Plannin¢ 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements" 4. VARIANCE "The Planning Commission recommends the City Council approve variance request #17-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received May 18, 2017 with the following condition: 1. Approval of the Variance is contingent upon approval of the Site Plan and Subdivision applications Planning Case 17-12." ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Affidavit of Mailing of Public Hearing Notice. 4. Letter from Watershed dated May 26, 2017. 5. Letter from MnDOT dated June 6, 2017. 6. Letter from Carver County Public Works dated June 6, 2017. 7. Cross Sections. 8. Preliminary Plat Submittal. gAplan\2017 planning cases\17-12 west park - puhe (klingelhutz)\statrleportdoc 0-12 L) - S CITY OF CHANHASSEN Chanhassen is a Community for Life - Providing forToday and Planning forTomorrow Iurmdlto] :L\►1111hL I TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: July 24, 2017 %M SUBJ: Approval of Final Plat, Development Contract and construction plans -Planning Case 2017- 12—West Park Association — Pulte Homes PROPOSED MOTIONS "The Chanhassen City Council grants approval of the final plat for West Park Addition as shown in plans dated received June 30, 2017 subject to the conditions of approval in the staff report; and The Chanhassen City Council grants approval of the development contract for West Park; and The Chanhassen City Council grants approval of the construction plans for West Park." Approval requires a simple majority vote of City Council present. PROPOSAL SUMMARY Final Plat approval to replat 9.8 Acres into 64 lots and 7 outlots, located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. Sewer and water are available to the site. Access to the site will be gained off of Lake Susan Drive. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 2 of 16 BACKGROUND On July 10, 2017, the Chanhassen City Council adopted the following motion: City Council approves rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential incorporating the design standards. The City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received June 30, 2017 —Planning Case 17-12 - subject to conditions. The City Council approve variance request #17-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received June 30, 2017 with conditions. The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block I of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." SUBDIVISION "The City Council approves Preliminary Plat for West Park Addition, as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to the following conditions: En¢ineerine 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Finding: This condition has been met. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. Finding: This condition has been met. 3. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. Finding: This condition still applies 4. The plan shall show EOF locations and elevation for all basins on site. Finding: This condition still applies 5. Top and bottom wall elevations shall be shown on the grading plan. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 3 of 16 Finding: This condition has been met. 6. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). Finding: This condition still applies 7. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Finding: This condition still applies 8. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City -}Fief concurrent to recording the vacation. Finding: This condition still applies 9. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. Finding: This condition still applies 10. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. Finding: This condition still applies 11. The private sidewalks constructed within city right-of-way require an encroachment agreement. Finding: This condition still applies 12. All private streets will be owned and maintained by a Homeowners Association. Finding: This condition still applies 13. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. Finding: This condition still applies 14. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. Finding: This condition still applies 15. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 4 of 16 Finding: This condition still applies. 16. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Finding: This condition still applies Finding: This condition no longer applies Finding: This condition no longer applies PARK AND TRAIL CONDITIONS OF APPROVAL Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 Finding: This condition still applies 2. (82 units x $3,800 each). Finding: This condition still applies FINAL PLAT The applicant is requesting final plat approval to replat 9.8 Acres into 64 lots and 7 outlots. The 64 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. Oudot G is phase 11 of this development and will house 18 townhouses. The site is zoned Planned Unit Development -Residential District and is located is located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 5 of 16 by Lake Susan Drive. Sewer and water are available to the site. Access to the site will be gained off of Lake Susan Drive and Waters Edge Drive. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lot has street frontage. Access to the lot is gained from private streets. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 6 of 16 Lot Tabulation There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: North of Lake Susan Drive BLOCK 1: BLOCK 6: BLOCK 11: Lot 1 =1,885 square feet Lot 1 =1,833 square feet Lot 1 =1,833 square feet Lot 2 =1,740 square feet Lot 2 =1,692 square feet Lot 2 =1,692 square feet Lot 3 = 1,740 square feet Lot 3 = 1,692 square feet Lot 3 =1,692 square feet Lot 4 = 1,740 square feet Lot 4 = 1,833 square feet Lot 4 =1,833 square feet Lot 5 = 1,740 square feet Lot 6 = 1,885 square feet BLOCK 2: BLOCK 7: BLOCK 12: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 1 = 1,833 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,692 square feet Lot 3 = 1,740 square feet Lot 3 =1,740 square feet Lot 3 = 1,692 square feet Lot 4 =1,740 square feet Lot 4 =1,740 square feet Lot 4 =1,833 square feet Lot 5 =1,740 square feet Lot 5 =1,740 square feet Lot 6 =1,885 square feet Lot 6 = 1,885 square feet BLOCK 3: BLOCK 8: BLOCK 13: Lot 1 = 1,885 square feet Lot 1 =1,885 square feet Lot 1 =1,885 square feet Lot 2 = 1,740 square feet Lot 2 =1,740 square feet Lot 2 =1,740 square feet Lot 3 =1,740 square feet Lot 3 =1,740 square feet Lot 3 =1,740 square feet Lot 4 =1,740 square feet Lot 4 = 1,740 square feet Lot 4 =1,740 square feet Lot 5 = 1,885 square feet Lot 5 =1,740 square feet Lot 6 =1,885 square feet * BLOCK 4: BLOCK 9: OUTLOT A = 25,197 Lot 1 =1,833 square feet Lot 1 = 1,885 square feet * OUTLOT B=16,043 Lot 2 = 1,692 square feet Lot 2 =1,740 square feet * OUTLOT C = 64,245 Lot 3 = 1,692 square feet Lot 3 =1,740 square feet OUTLOT D = 21,359 Lot 4 =1,833 square feet Lot 4 = 1,740 square feet * OUTLOT E = 32,477 Lot 5 = 1,885 square feet OUTLOT F = 46,203 ROW = 34,611 TOTAL = 354,265 BLOCK 5: BLOCK 10: Lot I =1,885 square feet Lot 1 = 1,885 square feet * 8.13 Lot 2 =1,740 square feet Lot 2 =1,740 square feet * OUTLOT A (parking areas and Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet * drive aisles) = 62,639 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet * or 1.438 acres Lot 5 =1,885 square feet Lot 5 =1,885 square feet * *unit will not have a sunroom Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 7 of 16 South of Lake Susan Drive Outlot G=2.42 Acres VACATION, RIGHT-OF-WAY AND EASEMENTS The applicant has requested vacation of a portion of right-of-way that was originally dedicated for Old Highway 101. Staff has confirmed that MnDOT turned -back the right-of-way to the City on October 1, 2009. A public hearing on the vacation will be held at the August 14, 2017 City Council meeting. At the July 10, 2017 City Council meeting, a vacation of existing drainage and utilities was granted. The applicant shall grant new drainage and utility easement to the City with the plat documents per City Code concurrent with recording the vacation. The survey included all easements and right of way shown on the title search of the property dated November 30, 2016 from Stewart Title Guarantee Company. The applicant shall have their survey confirm this with a recent title commitment prior to final plat. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. The private sidewalks constructed within City right-of-way require an encroachment agreement. Stormwater pipe that drains runoff from the adjacent parcel, GATEWAY NORTH Lot 1, Block 2, shall require a private easement with the owner of that property. GRADING & DRAINAGE The existing drainage pattern for the southern parcel drains to an existing pond on the south of the parcel, which overflows to a MnDOT culvert. The proposed grading for the southern parcel will direct the stormwater to the existing pond, which is proposed to be converted to an infiltration basin, and will still overflow to the MnDOT culvert. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 8 of 16 EXISTING —SOUTH PARCEL PROPOSED —SOUTH PARCEL (report continued on next page) Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 9 of 16 The existing drainage pattern for the northern parcel drains to two points. A smaller, northern part of the site drains to Waters Edge Drive and enters the City's stormwater system via catchbasins on the curb line. The majority of the northern parcel drains to a low point on the southeastern edge of the property where it may enter a culvert that carries the water under TH 101. The proposed grading for the northern parcel will direct the majority of the parcel to the proposed stormwater pond where some of the water will be reused for irrigation. A reduced size area will still drain north to Waters Edge Drive and a further reduced area will still drain east to the TH 101 culvert. EXISTING —NORTH PARCEL PROPOSED —NORTH PARCEL The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. The plan shall show EOF locations and elevation for all basins on site. Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Pen -nit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall submit the full SWPPP document to the City for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and W of the permit. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 10 of 16 RETAINING WALLS The applicant has proposed four retaining walls on the northern parcel of this subdivision. The retaining wall located behind Block 4 is approximately 65 feet long and 3.5 feet tall. The retaining wall located behind Block 5 is approximately 120 feet long and 2 feet tall. Two walls are proposed at either side of the entrance to the fire pit, each is approximately 2 feet tall and 28 feet long. One retaining wall is proposed on the southern parcel. It is located between Block 2 and the infiltration basin. It is approximately 180 feet long and 3 feet tall. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. STREETS The applicant proposes construction of private streets to serve the subdivison. All private streets will be owned and maintained by a Homeowners Association. West Park Drive will service Blocks 1, 2, 12 and 13 on the northern parcel. It is 20 feet wide, approximately 500 feet long and terminates in a dead end that has been approved by the fire department for proximity to a street intersection for a turnaround. West Park Drive will utilize an existing curb cut off Lake Susan Drive for access. Blue Heron Drive will service Blocks 3 and 11 on the northern parcel. It is 20 feet wide, approximately 360 feet long and connects West Park Drive to Waters Edge Drive. Blue Heron Drive connects to Waters Edge Drive south of the existing curb cut. The applicant proposes to remove the existing curb cut and adjust the City stormwater catch basins on Waters Edge Drive to accommodate the new access location. The intersection sight distance requirements for a 30mph roadway are met by this intersection location per the June 2000 MnDOT Roadway Design Manual. Eagle View Road will service Blocks 4-10 on the northern parcel. It is 20 feet wide, approximately 600 feet long and terminates a 70-foot modified hammerhead turnaround. No parking signage shall be installed at all turnarounds to keep them open for public safety access. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. Street lights shall be installed at the intersections with public streets. This light shall be owned by the City and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & PARKING Five parking lots of varying size (2-6 spaces) are provided on the north parcel. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 11 of 16 TRAILS & SIDEWALK All sidewalks internal to the site shall be owned and maintained by the HOA. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). UTILITIES Sanitary Sewer Sanitary sewer service for the subdivision will be provided by connecting to the existing 21" RCP sanitary main line on the west side of the southern parcel and the 8" existing stub on the northern parcel. The applicant proposes 8" PVC sanitary sewer main to be owned and maintained by the City. Water Main Water service for the subdivision will be provided by connecting to the existing 16" DIP water main line on the west side of the southern parcel and the existing stub on the northern parcel. The applicant shall revise plans to call out the size of proposed water main. 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The staff report from the July 12, 2017 RPBCWD Board of Managers meeting is included with the staff report. The Board has conditionally approved West Park's permit. The applicant must obtain a permit from RPBCWD prior to grading the site. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). Stormwater pipe within the development shall be privately owned and maintained by an HOA Storm Water Utility Connection Charges Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 12 of 16 These fees show a credit of 50% as the design is proposed to achieve abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The fee and credits for the northern parcel are calculated as shown in the table below. AREA PER ACRE ACRES FEE SURFACE FEE WATER NORTH PARCEL $14,510 8.132 $ 117,995.32 DEVELOPMENT ROW Dedication $14,510 0.795 $ 11,535.45 FEE 8.132 $ 106 47438 VOLUME VOLUME % of 1.11, SURFACE WATER for 1.1" REMOVAL VOLUME CREDIT ITEM ABSTRACTION PROVIDED REMOVED CREDIT Reuse 14,677 16,496 112% $ 52,237.19 For the northern parcel, the SWMP Fee is $106,474.38. The SWMP Credit given for meeting the 1.1" volume abstraction is $52,237.19. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. LANDSCAPING TREE PRESERVATION The applicant for the West Park property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.56 ac. or 460,229 SF Baseline canopy coverage 6% or 27,988 SF Minimum canopy coverage required 20% or 91,924 SF Proposed tree preservation 1% or 3,932 SF. The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 20% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 91,924 Less canopy preserved 3,932 Minimum canopy coverage to be replaced 87,992 SF Multiplied by 1.2 105,590 Divided by 1089 =Total number of trees to be planted 97 trees The applicant has proposed a total of 97 overstory trees. The development has buffer yards required along Great Plains Blvd, Lake Susan Drive and abutting the Gateway development. The applicant has provided landscaping along Waters Edge Drive as well. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 13 of 16 Landscaping Item Required Proposed Bufferyard B — Great Plains 13 Overstory trees 14 Overstory trees Blvd., 661' 19 Understory trees 26 Understory trees 33 Shrubs 42 Shrubs Bufferyard B — Lake Susan 6 overstory trees 3 Overstory trees Drive, North side, 320' 9 understory trees 12 Understory trees 16 shrubs 0 Shrubs Bufferyard B — Lake Susan 3 Overstory trees 5 Overstory trees Drive, South side, 180' S Understory trees 4 Understory trees 9 Shrubs 0 Shrubs Bufferyard C — West Park 8 Overstory trees 9 Overstory trees south development, 299' 17 Understory trees 18 Understory trees 26 Shrubs 19 Shrubs Bufferyard B — West Park 2 Overstory trees 1 Overstory trees south development West Side, 4 Understory trees 3 Understory trees 260' 4 Shrubs 0 Shrubs 70' distance from development homes to ROW outlot, 66' across ROW outlot The applicant has proposed one tree to be planted in each front yard in accordance with city code. In various locations, this planting space is less than 10 feet in width between driveways. In these sites, it is recommended that ornamental trees be used. PARKS This property is conveniently located within the 1/2-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the 1- mile community park service of the new West Park residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. No additional trail construction is being recommended as a condition of this subdivision. Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 14 of 16 DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $886,313.49 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, the installation of utilities, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $498,709.46. City funds are not needed as part of this private development project. RECOMMENDATION Staff recommends that the City Council adopt the following motions: Subdivision "The City Council approves the final plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills 31a Addition, replatting 8.64 Acres into one lot as shown in plans dated received January 22, 2016, subject to the following conditions: Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $243,200 2. (64 units x $3,800 each). Engineerinnz Conditions: 1. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. 2. The plan shall show EOF locations and elevation for all basins on site. 3. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 15of16 4. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 5. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City concurrent to recording the vacation. 6. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 7. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 8. The private sidewalks constructed within city right-of-way require an encroachment agreement. 9. All private streets will be owned and maintained by a Homeowners Association. 10. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 11. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. 12. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 13. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Buildine Official Conditions: 1. Each lot must be provided with separate sewer and water services. Fire Marshall Condition: 2. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. DEVELOPMENT CONTRACT "The City Council approves the development contract for West Park." Todd Gerhardt, City Manager West Park -Final Plat - Pulte Homes July 24, 2017 Page 16 of 16 CONSTRUCTION PLANS "The City Council approves the plans and specifications dated received July 14, 2017 for West Park subject to the conditions of subdivision and site plan." ATTACHMENTS 1. Final Plat. 2. Development Contract and Construction Plans. 3. Riley Purgatory Bluff Creek Watershed District 2017-038 Staff Report g:\plan\2017 planning cases\I7-12 west park - pulte (klingelhutz)\5nal plat - dc- construction plans.docx WEST PARK uowAu vaswlsavn®smmnsmi ru. xmstlls.v.un • u.�siFwsleiYdna.u.�tl..beorba.i v.narx.a�.walibaM rawwO.flid9.ln r., rwnaq Ise, �. a. e..ir .eY M...olaaue�uo.. Aro w I, a.a I, wrswnr uonn. w co.s., .a.e Aro wz ebi z wrswArnoxrn.oe.ce.sr. o.® AIO Ximgi MwrbbbfM1W id11YCi'MBf VMitNOa M.MEtlaI.b NPdtb PMcus M1Pe4'.�NNF.6.1W.N V•Yswri6iai4l FlMVII F.i�waileri.rb.sdls.�uc..Ism..tl. 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Z o c O tT oho` a \ O w1 T v \ �a v (/ WET LAND / S89 °3 '48 "E S00°Ol'29"E 337.20— B36 �v- �ENT PER DOC. 206358 01890 I —•.500'01'29"E 94.29 L=19.90 ------ 7_A=0014'39" UTILITY EASEMENT_ B37 PER DOC. 206358 • 0.3N )1'32'Ev134 �v v S89033'51"E CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WEST PARK DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP-2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS........................................................................................... SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................GC-2 9. CLEANUP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS ....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. Building Permits ...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance ...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title..................................................................................................... GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys ...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) WEST PARK AGREEMENT dated July 24, 2017 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, PULTE HOMES OF MINNESOTA, a Limited Liability Company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for WEST PARK (referred to in this Contract as the "plat'). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved July 24, 2017, prepared by Alliant Engineering. Plan B: Grading, Drainage and Erosion Control Plan dated July 14, 2017, prepared by Alliant Engineering. Plan C: Plans and Specifications for Improvements dated July 14, 2017, prepared by Alliant Engineering. Plan D: Landscape Plan dated July 14, 2017, prepared by Alliant Engineering. SP-1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2017. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $886,313A9. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration Topsoil (8,100 CY topsoil at $20/CY) Sanitary Sewer Watermain Storm Sewer, Drainage System, including cleaning and maintenance Streets Sub -total, Construction Costs Street Lights/Signs Engineering, surveying, and inspection (7% of construction costs) Landscaping (2% of construction costs) Sub -total, Other Costs $282,772.01 $162,000.00 $141,336.84 $137,317.14 $ 8,475.00 $ 1,412.50 $733,313.49 $ 6,427.50 $ 51,331.94 $ 14,666.27 $ 72,425.71 TOTAL COST OF PUBLIC IMPROVEMENTS $805,739.20 SECURITY AMOUNT 110% of $805 739.20 $886 13.12 SP-2 This breakdown is for historical reference; it is not a restriction on the use ofthe security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: PULTE HOMES OF MINNESOTA, LLC 7500 OFFICE RIDGE CIRCLE, SUTfE 325 EDEN PRAIRIE, MN 55344 Phone: 952-229-0722 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $886,313.49 letter of credit or escrow for the developer -installed improvements, the $498,709.46 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fees were calculated as follows: Administration fee (3% of $500,000 + 2% of $233,313.49) $ 19,666.27 GIS fee: $25 (plat) + (73 parcels x $10/parcel) $ 755.00 Surface water management fee $ 53,237.19 Park Dedication Fee $ 243,200.00 Street Lighting Charge $ 300.00 Partial sewer hookup fee: 64 units x $691/unit $ 44,224.00 Partial water hookup fee: 64 units x $2,147/unit $ 137,408.00 Total cash fee $ 498,709.46 SP-3 B. CITY CONDITIONS OF APPROVAL Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall he collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $243,200 2. (64 units x $3,800 each). Engineering Conditions: 1. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. 2. The plan shall show EOF locations and elevation for all basins on site. 3. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). 4. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 5. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City concurrent to recording the vacation. 6. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 7. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 8. The private sidewalks constructed within city right-of-way require an encroachment agreement. 9. All private streets will be owned and maintained by a Homeowners Association. 10. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 11. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. SP-4 12. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 13. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 14. The applicant shall submit the full SWPPP document to the City for review prior to grading on site. 15. No parking signage shall be installed at all turnarounds to keep them open for public safety access. 16. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 17. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 18. All sidewalks internal to the site shall be owned and maintained by the HOA. 19. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. 20. The applicant shall revise plans to call out the size of proposed water main. 21. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 22. Stormwater pipe within the development shall be privately owned and maintained. 23. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 24. The applicant must obtain a permit from RPBCWD prior to grading the site. 25. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. 26. The proposed development will exceed 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). 27. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). SP-5 28. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right- of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). 29. The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. Building Official Conditions: 1. Each lot must be provided with separate sewer and water services. 2. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 3. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. 4. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 5. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 6. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 7. A final grading plan and geotechnical (soils evaluation) report must be submitted to the Inspections Division before permits will be issued. 8. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 9. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 10. Each lot must be provided with separate sewer and water services. 11. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. SP-6 Fire Marshall Condition: 1. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. 2. A three-foot clear space must be maintained around fire hydrants. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. 5. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. On Eagle View Road add a fire hydrant between block 5 and block 6. Planning Conditions: 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP-7 CITY OF CHANHASSEN IM (SEAL) Ma-13 Denny Laufenburger, Mayor Todd Gerhardt, City Manager PULTE HOMES OF MINNESOTA: IM STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Eric Padget, Vice President of Land The foregoing instrument was acknowledged before me this _ day of 2017, by Denny Laufenburger, Mayor, and by Todd Gerhardt, 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 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2017, by Eric Padget, Vice President of Land of Pulte Homes of Minnesota, a Limited Liability Company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 EXIMIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: North Parcel Parcel I Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter, thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2 Lot 1, Block 1, Gateway North, Carver County, Minnesota. South Parcel Parcel 3 Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4 Outlot A, Gateway North, Carver County, Minnesota. Abstract MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20i, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDTI No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The drab must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. M Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" UM 11 N 0 Leiz 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer famished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC-1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspectors) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC-2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The miniminn tree size shall be two and one-half (2%2) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May I these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC-3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance ofbuilding permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 301/6 of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC-4 the plat. The fee shall be used by the City for famishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3°/a) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/a%) of construction costs for the first $1,000,000 and one and one-half percent (1'h%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC-5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS database files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC-6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. 1. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC-7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and RM maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall firrnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC-9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Sims. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 V'C-)_ 0 1� RILEY~f`J� PURGATORY BLUFF CREEK WATERSHED DISTRICT 18681 Lake Drive East Chanhassen, MN 55317 952-607-6512 www.rpbcwd.org Riley Purgatory Bluff Creek Watershed District Permit Application Review Permit No: 2017-038 Received complete: May 19, 2017 Applicant: Pulte Homes, Attn: Paul Heuer Consultant: Mark Rausch, Alliant Engineering Project: West Park — Construction of 82-multifamily units in a residential subdivision. A stormwater detention pond which will be used for irrigation reuse and a bioretention basin are to be constructed to provide storm water rate, volume, and quality control. Location: 760 & 781 Lake Susan Drive and 8601 Great Plains Boulevard, Chanhassen, MN Reviewer: Terry Jeffery, Permit Coordinator Rules: Applicable rules checked Rule B: Floodplain Management Rule H: Appropriation of Public Waters X Rule C: Erosion and Sediment Control Rule I: Appropriation of Groundwater Rule D: Wetland and Creek Buffers X Rule J: Stormwater Management Rule E: Dredging and Sediment Removal Rule K: Variances and Exceptions Rule F: Shoreline/Streambank Stabilization X Rule L: Permit Fees Rule G: Waterbody Crossings X Rule M: Financial Assurances Rule Conformance Summary C Issue Erosion Control Plan ConformsRule . RBPCWD Rules? See Comment Comments See Rule Specific Permit Condition C1. 1 Stormwater Management Rate Yes Volume Yes Water Quality Yes Low Floor Elev. Yes Maintenance See Comment See Rule Specific Permit Condition J1. L Permit Fee Yes $3,000 was received on May 19, 2017. M Financial Assurance See Comment The financial assurance has been calculated at $106,592. Project Description The project proposes the subdivision of four parcels into a high density residential development comprised of 16 multi -family buildings and the construction of approximately 1,100 feet of private road and other appurtenant structures and utilities. The subject property is currently a farmstead with a residence and several outbuildings. These will be demolished as part of the development. An area of the site was reviewed that had wetland characteristics but was determined to be non - jurisdictional as it was incidental to the realignment of State Highway 101 and there are no other wetlands or other protected resources on or adjacent to the site, therefore Rule D (buffers) is not triggered. The project includes a stormwater detention basin that will be used for reuse to irrigate open space and a bioretention feature. The project site information is summarized below: 1. Total Site Area: 10.57 acres 2. Existing Site Impervious Area: 0.65 acres 3. New (Increase) in Site Impervious Area: 4.80 acres (738% increase in site impervious area) 4. Total Disturbed Area: 10.5 acres Exhibits: 1. Permit Application dated May 19, 2017. 2. Preliminary Plat Plan (Sheets 1-29) dated May 19, 2017 (revised June 5, 2017). 3. Final Plat Plan (Sheets 1-23) dated May 19, 2017 (revised June 5, 2017). 4. Stormwater Management Hydrologic and Hydraulic (H&H) Study dated May 19, 2017 (revised June 5, 2017). 5. HydroCAD Model in May 19, 2017 Stormwater Management H&H Study (dated May 17, 2017). 6. Geotechnical Evaluation Report by Brau Intertec dated May 31, 2017. 7. Soil boring logs performed by Haugo Geotechnical Services, LLC on June 27, 2013. 8. RWMWD Reuse Calculator Irrigation Excel spreadsheet dated May 22, 2017. 9. Technical Memorandum from Alliant Engineering, Watershed Submittal Comment Response Memo dated June 5, 2017. 10. Wetland Delineation Report by Kjolhaug Environmental Services Company, Inc. dated June 1, 2016 (includes MnRAM results dated May 4, 2016). 11. P8 Model Output run June 5, 2017 included in June 5, 2017 Stormwater Management H&H Study. 12. P8 Model dated June 5, 2017 13. Minnesota Wetland Conservation Act Notice of Decision for Wetland Boundary and Type Determination dated July 8, 2016. Rule Specific Permit Conditions Rule C: Erosion and Sediment Control Because the project will alter 10.5 acres (±457,380 square feet) of land -surface area the project must conform to the requirements in the RPBCWD Erosion and Sediment Control rule (Rule C, Subsection 2.1). The erosion control plan prepared by Alliant Engineering includes phased erosion prevention and sediment control plans, installation of silt fence, inlet protection for storm sewer catch basins, a rock construction entrance, placement of a minimum of 6 inches of topsoil, decompaction of areas compacted during construction, retention of native topsoil onsite, and final stabilization measures. To conform to the RPBCWD Rule C requirements the following revisions are needed: C1. The Applicant must provide the name and contact information of the individual responsible for erosion and sediment control at the site. RPBCWD must be notified if the responsible party changes during the permit term. Rule 1: Stormwater Management Because the project will alter 10.5 acres (±457,380 square feet) of land -surface area the project must meet the criteria of RPBCWD's Stormwater Management rule (Rule J, Subsection 2.1). Because the proposed project will increase the imperviousness area of the properties by 738% (i.e., well more than 50 percent), under the paragraph 2.3 redevelopment framework, the RPBCWD stormwater management criteria apply to the entire site. The developer is proposing construction of a Stormwater detention basins which will be used as a reservoir to provide irrigation for the open space on the northern half of the site and a bioretention basin on the southern half of the site to provide the rate control, volume abstraction and water quality management for the overall project. Forebays with rock weepers, which act similar to ditch checks, will provide pretreatment for the bioretention basin. (Rule J, Subsection 3.1.b.i) Rate Control To meet the rate control criteria listed in Subsection 3.1.a, the 2-, 10-, and 100-year post development peak runoff rates must be equal to or less than the existing discharge rates at all locations where stormwater leaves the site. The applicant used a HydroCAD hydrologic model to simulate runoff rates for pre- and post -development conditions for the 2-, 10-, and 100-year frequency storm events using a nested rainfall distribution, and a 100-year frequency, 10-day snowmelt event. The existing and proposed 2-, 10-, and 100-year frequency discharges from the site are summarized in the table below. The proposed project is in conformance with RPBCWD Rule J, Subsection 3.1.a. Page 13 C\Users\Terry Jeffery\Documents\Permits\2017-038 West Park\2017-038_Staff Report_West Park_20171uly11_final.doa Modeled Discharge Location 2-Year Discharge (cfs) 10-Year Discharge (cfs) 100-Year (cfs) Discharge 10-Day Snowmelt (cfs) i North to Waters Ex Prop Ex Prop Ex Prop Ex Prop ®®®®®®®® Edge East to State High way 101 ®®®®®® , •, Volume Abstraction Subsection 3.1.b of Rule J requires the abstraction onsite of 1.1 inches of runoff from all impervious surface of the parcel. An abstraction volume of 19,163 cubic feet is required from the 4.80 acres (±209,044 square feet) of impervious area on the project for volume retention. The Applicant is proposing a bioretention basin with pretreatment of runoff provided by forebays with rock weirs equal to 10% of the surface area of the bioretention basin to provide abstraction for that portion south of Lake Susan Drive. The Applicant is proposing a stormwater detention pond designed to NURP recommendations on the that portion north of Lake Susan Drive. This basin will be used to provide irrigation at a rate of one inch (1") of water per week from the pond to the 3.41 acres indicated by the blue hatching shown in Figure 1 from the beginning of May through the end Figure 1. Area of proposed of September. The table below summarizes the volume abstraction on irrigation (148,740 SF) the site. Soil borings performed by Braun Intertec show that soils near the proposed bioretention feature range from clayey sand to poorly graded sand. A test pit excavated at the proposed location of the bioretention feature indicates groundwater at an elevation of 892 feet and a profile consisting of three (3) feet of clay over poorly graded silty sand that extended another six (6) feet to the bottom of the boring. The proposed bottom of the bioretention basin will be at 899 feet msl which is seven (7) feet above the encountered groundwater. The design calls for excavation of in situ soils material to a depth of 892 feet and replacement of these soils with a soil with equivalent infiltration rates of a "B" soil. The first source will be on -site but import may be necessary. The MN Stormwater Manual indicates an infiltration rate for B soils of between 0.3 and 0.45 inches per hour for such soils. The design was made using the more conservative infiltration rate of "C" soils or 0.2 inches per hour. Groundwater is at least 3 Page 1 4 C\Users\Terry Jeffery\Documents\Permits\2017-038 West Park\2017-038_Staff Report_West Park_2017July11_final.dou feet below the bottom of the proposed bioretention basin (Rule J, Subsection 3.1.b.ii). Based on information reviewed, the proposed project conforms to Rule J, Subsection 3.1.b. Water Quality Management Subsection 3.1.c of Rule J requires the Applicant provide for at least 60 percent annual removal efficiency for total phosphorus (TP), and at least 90 percent annual removal efficiency for total suspended solids (TSS) from site runoff. The Applicant is proposing to construct a bioretention feature and a stormwater detention pond to achieve the required TP and TSS removals and submitted a P8 model to estimate the TP and TSS removals. Based on information reviewed, the proposed project conforms to Rule J, Subsection 3.1.c. Low floor Elevation No structure may be constructed or reconstructed such that its lowest floor elevation is less than 2 feet above the 100-year event flood elevation and no stormwater management system may be constructed or reconstructed in a manner that brings the low floor elevation of an adjacent structure into noncompliance according to Rule J, Subsection 3.6. The low floor elevations of the structures and the adjacent stormwater management features are summarized below. ;� C:\Users\Terry Jeffery\Documents\Permits\2017-038 West Park\2017-038_Staff Report_West Park_2017July11_flnaI.docx Location Low Floor 100-year Event Freeboard Riparian to Elevation Flood Elevation of (feet) Stormwater of Adjacent Facility Building Stormwater Facility (feet) (feet) •a Pond) ® a Pond) The low floor elevation of the proposed homes all provide at least 2 feet of freeboard from the 100-year event flood elevation of the pertinent stormwater management feature. The proposed project is in conformance with Rule 1, Subsection 3.6. Maintenance Subsection 3.7 of Rule J requires the submission of a maintenance plan. All stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity to assure that they continue to function as designed. A. Permit applicant must provide a draft maintenance and inspection plan. Once approved by RPBCWD, the plan must be recorded on the deed in a form acceptable to the District. 12. Because the proposed water reuse irrigation system requires consistent use at a specified rate to meet District requirements, performance monitoring for the site will be required to ensure that the project is able to meet the RPBCWD volume abstraction requirement as has been proposed. In accordance with Rule 1, Subsection 2.6 performance monitoring, and as a stipulation of issuing a permit for this project, the Applicant must submit an operations plan and monitor the proposed irrigation system to determine the ability of the system to achieve the estimated volume abstraction as presented in the design. The operations and monitoring program must be included in the maintenance declaration that is recorded with the County. The recorded reuse volume must be submitted to the RPBCWD on a yearly basis. If it is determined that the system is not performing as Page 1 6 C:\Users\Terry Jeffery\Documents\Permits\2017-038 West Park\2017-038_Staff Report_West Park_2017JUIV11_Rnal.doa designed, the Applicant will need to submit a revised design and construction plan to demonstrate that the volume abstraction standard will be achieved Rule L: Permit Fee: Fees for the project are RuleC & J..........................................................................................................................................$3,000 Rule M: Financial Assurance: Rules C: Silt fence:4,105 L.F. x $2.50/L.F.=....................................................................................$10,262 Restoration: 9.0 acres x $2,500/acre=.............................................................................$22,500 Rules J: Infiltration 6,963 S.F. x $6/5.F. =......................................................................................$41,778 Reuse System ????? x 125%=........................................................................................$50,000 Contingency(10%)..........................................................................................................................$12,454 Administration (30%) 41 098 ...................................................................................................................... Total Financial Assurance..............................................................................................................$178,092 Applicable General Requirements: 1. The RPBCWD Administrator shall be notified at least three days prior to commencement of work. 2. Construction shall be consistent with the plans and specifications approved by the District as a part of the permitting process. The date of the approved plans and specifications is listed on the permit. 3. Return or allowed expiration of any remaining surety and permit close out is dependent on the permit holder providing proof that all required documents have been recorded and providing as -built drawings that show that the project was constructed as approved by the Managers and in conformance with the RPBCWD rules and regulations. Findings 1. The proposed project includes the information necessary, plan sheets and erosion control plan for review. 2. The proposed project will conform to Rules C and 1 if the Rule Specific Permit Conditions listed above are met. Recommendation: Approval, contingent upon: 1. Continued compliance with General Requirements. C:\Users\Terry Jeffery\Documents\Permits\2017-038 West Park\2017-038_Staff Report_West Park_2017July11_final.dou 2. Financial Assurance in the amount of $178,092. 3. Submission of the name and contact information of the individual responsible for erosion and sediment control for the site. 4. Receipt in recordation a maintenance declaration for the stormwater management including the re -use system and annual monitoring thereof. A draft must be approved by the District prior to recordation. By accepting the permit, when issued, the applicant agrees to the following stipulations: 1. Per Rule 1 Subsection 4.5, upon completion of the site work, the permittee must submit as -built drawings demonstrating that at the time of final stabilization, stormwater facilities conform to design specifications as approved by the District. 2. Residential buildings to be constructed on lots in the subdivision created under the terms of permit 2017-038, if issued, must have an impervious surface area and configuration materially consistent with the approved plans. Home design proposed that differs materially from the approved plans will be subject to re -review for compliance with all applicable regulatory requirements. Board Action It was moved by Manager seconded by Manager to approve permit application No. 2017-038 with the conditions recommended by staff. Page 18 CAUs n\Terry Jeffery\Documents\Permits\2017-038 West Park\2017-038_Staff Report_West Park_2017JUly11 finalAm Lake Susan RILEY f' PURGATORY BLUFF CREEK WATERSHED DISTRICT i � y PPF Rice Marsh 2102 i!-, wrk i r N Permit Location Map 6 . Feet WEST PARK 0 1,000 Permit 2017-038 ® Riley Purgatory Bluff Creek t Watershed District RETAINING *MU- PROPOSED CAECH BASINS >— PROPOSED STORM SHEER --- PROPOSED EASEMENT PROPERTY LINE SETBACK UNE LOT UNE RIGHT-OF-WAY TREE PROTECTION UNITS ELSTNG VEGETATION UMITS TREE M REMNN (PROTECT) I S]A GRADING NOTES: I. L FINISHED GRADES SHAL SLOPE AW MOM PROPOSED BVLONOS AT MINIMUM GWE OF ]OF. ALL SWAIES SIWL NAME NYMUM SLL1VL M 7.00%. Z. THE CCMRILTOR %AIL- EEEP THE ADICEM POUND S FREE OF DZIBIBB MM PRMI? THE OFF -SITE TRACNNO M 0L IH CCCRDYICE WDI M RE4NNQ1D115 OF TIE CIM1 AND wATERSM, ]. NOTIFY GOPNER STATE ACNE CNL AT (M)252-I IM, N HOURS FIRM M START CIE CONS IK IIOM. L NL LgROhMFMS TO CONFORM WRN CM OF CHANWSEM CONSTRUCT SEMDMOS SPECFlCAVON. IATEST ORION. 5, BODE CCNSNUCTbN ENTRANCES BNAIL BE PRNNEO AT NL CONSTMK'IKKR ACCESS ACI B. REFER TO GEOTECINE& REPORT AND PROTECT ARNM_ FOR SDML CMRECIICN REOUNNENTS AND TESONG RFLURFlQ115. ). $TBP MRSOL RIPOR TO AN, CONSTRUCM L REUSE STOCKPILE ON SIZE. STOCKPILE PERNEIERS MUSE BE PROTECTED FORM MT FENCE. B. FRGM TO STARTING CORTNKTJN. ME CONTRACTOR S BE RESPOPAB E TO MINE SURE THAT AL AMORE) PEIMTS .0 APPROSAS HAVE BEEN O FINED. NO CONVEIUCTON OR FABRICATION SI BEAN UNTIL THE CONMICTOR 1M5 RECED2D AND MORGUGHLY REMDBED AL PLANS MU OTHER DOCUMENTS APPRIM) BY AE OF ME PERMMINC A)MDMI6. 9 IMMEDIATELY FOLLOWING GRADING OF (}'1 OR GREATER) $ACE SLOPES AND DRAINAGE BWNES. wWD FIBER BLANKET OR OTHER APPRMG SOIL STABNZING MEMOS (APPROVED BY ENGINEER) S A.L BE APPLIED OAER IFPROIED SEED MNNRE ANp INFILTRATION BASIN NOTES: I. INFLTRATON WIN rFEA NEEDS TO BE MR DGAv.M TO MEAEL OF dSFUG GRANULAR SOBS AND FINSIE➢ GRADES NTM OESSN SOL AIX SEE DETAIL ON SHEET 7 1. Z. ALL TEMPORA9v ENMON CONTROL DCACES MUST BE N Md--ED PRIOR M Ix5TNU1MHi/COHSTRUCMN OF INFILTRATION WIN. S. NL S MWATER RUNOFF SHALL BE DDEPEEO AWAY {ROM INFLTBATM AREA M TEMPOR. SEDIMENT POND VNTL WIN 5 COMPLESLY GRACED AND RIMED. A CONSTRUCTION OF WIN SH41 BE SUSPENDED DURING IMODS OF RAINFALL OR SNOMMELT. CONSTRUCTION SHML REMAIR SUSPENDED IF Pg1CfD HATER 5 PRESENT OR IF RESIDUAL SOIL 015NRE CONTRIBUTES 9GNMFG T Y I THE POTENTML MR COMPACTION. 5. COMPCTbN AND SMEARING OF TIE SOILS BENEATH THE RGPR .wD SIDE SLOPES OF ME INFCTRATMI BASIN AREA. SMALL BE M BMIZEO. DURING SRE DETTLLOPMFM. THE AREA OEUGATM TO TIE JFl TMBDB BASIN SWLL BE COROCARM OFF M PREVENT ACCESS BY HEAw EWF'MEM CC ANE EQUIPMENT MR CONSIRUCBNG THE BASIN INCLUDES ,GAVAGGN RGEL DONT DOORNEM WITH TURF T E TIES. AMISH EQUIPMENT OR MDE TRIM LOADERS 6. IF COMPACTION OCCURS AT THE BASE OF THE WIN. T SOL SMLL BE REFMACIUBEO TO A GERM AT LEST ]B'. IF SNEAONG OCCURS, THE SMEANED AREAS OF ME INTERFACE SMALL BE CORREDLFD BY R.I. 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COUNTYAUDITOWTPEASUREIR CAPVENLW1T, MINNESOTA Ilamy mlpd Valhue {vAGbm ay prorYw<s acre races pea lw Wraawrlsldntltl pY OaW UM lace Oal Caufy Arbb1?1efua Nr COUNT' NECOPOEP, CARVER COUNTY. MINNESOTA 1.1 wMy Pel du and, of WEST PAL ands fibs N¢ des, If a— M_ sams, _. Re as Daeumenledme, RECEIVED JUN 2 U 2011 CH, U!HASSEM pLP NMlhu 1)EPT ALLIANT S ILI I (Al v palely 'eB< OUTLOT F llA.ACE.0 uvurr El.t OY All OFWnOrT I Irys` 8 8 W^Ay, 5 2� ep e1 ep �5 a N N 4 1 n N m 84 a T. m NI T — 1 a O tiN m� W a ;a'- Tem 2 ,axles Tsm 3 NttlT 4 8 NI lfi5a 5 Te3e 6 1 s r� RAC 2 55�— T00 9 3 .,ems Taw 4 x� >a:A 5 5 qIfi%e 4 e� 3 5 s Tgm 2 5- TeN, WEST PARK C.R. DOC. NO. \Oar F.4W; O. \d\ a�g•/e,�/pj i} \c\B3 4\ I 4\ _ a � aw \\4 ssssrlrn q r� z�LvN 9 . 4 _. 8 r �� J I\•pz OUTLOT C ow,, All (f p,'oorSFNCNI I '01 4t s,vna,`. 8'" 1 4 83 era ~ 8 4 sezr^Te m Sa„ S v N y8 �v s,vaem4 T.-`A w, 8 s B sY 2 /; sv - : OUTLOT F --NOI >ANCEN1 NOT 1�1 �iT�d•R, Ybq/(Nr Ar sAWST 'TIM. 1 - HW Cp1 TM NN pWfRA I YC i1. TNIS 1. _ R=12..BO . .... ....... ...... ... p C.RIB=S333437-W Nor N r,, T / I _ _ I � NEASMBe, I xaoR+aJnv men _ mvalsse, m - zem zem z4m em sflm 1rs2t 3 465 ru l O WATERS EDGE DRIVE 4 4 =YA ea 3 smog Bo 1„W zre, a iz m �a`6u 8zg� senoras nor SerSBOIE �a O I er" LINE a' WE NW ,mill O` .YC N 2 AIp L[N>Eete" Q' $' Na MI , T--SOO'OI'33•E 91509-- _I T 6 lb 4 VICINITY MAP SfC11W MT. 1ek 1,21 F� N ve�H NN lF' xW IH IE IH SW 1/4 9= 1/4 NOT TO SCALE n OIA FTIfE EC24,ST A 23, NCWTHVIESTWMTEH Of SEC. 24, T 11d N PJ, ISASGUMEO TO NORTH STQCI17T HAVE ADertatBFMInOOFSBP15a9E. "T _ W s I'v¢b iron pipe manummt found -- \ marked as sb4wn roarke e O Omotoe 1/2 ind x 18 final I,. monument set marked by Renee no. 18425 urea. atbe,.me M.en Denotes Ma9 Nal Set e40 Denatae MNOot monument found Per Record Oa meats —a— Denotes access control to MNOot 4 ` j 52 [ALL OF THE ORAINACE AND UNLf" EASEMENTS EMBRACED WITHIN LOT L BLOCK 1, GATEWAY 7 P' a.,. NORTH, AS DEOICATEO ON THE RECORDED PLAT T, THEREOF, DOC. NO. 451279, CARVER COI.NTY, MINNESOTA, HAVE BEEN VACATED PER DOC. NO. o Ofi V\ � T.oaL�M1P`�� 8 TY' �uas HexlTIIN v> 1fl1/ /I1901 .e ao,°m R-nm n 2 man o% m m o e-armor y0 O m G BySADg1TE m C.mY O R-mm _ A-,zv m GBy SlmHW N89 59WE 99.110.. _.. ... _ Seale In feet 0 40 80 120 ONE INCH EQUALS FORTY FEET ALLIA T WEST PARK CHANHASSEN, MINNESO TA i i / I I I / N a PROJECT LOVATInN VICINITY MAP NOT TO SCALE SHEET INDEX NO. COVERSHEET I DETAILS 2-3 EXISTING CONDITIONS SURVEY 4-5 SITE PLAN 6 GRADING AND DRAINAGE PLAN 7-8 EROSION AND SEDIMENT CONTROL PLAN 9-10 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 11 SANITARY SEWER AND WATERMAIN PLAN 12 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 13-14 STORM SEWER PLAN 15 STREET PLAN AND PROFILES 16-17 STREET DE TERSECTION DETAILS 18 TREE CANOPY COVERAGE PLAN 19 TREE INVENTORY AND PRESERVATION PLAN 20 LANDSCAPE AND REFORESTATION PLAN 21 LANDSCAPE SCHEDULE, NOTES AND DETAILS 22 LANDSCAPE DETAILS 23 DEVELOPER PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-988-8224 CONTACT: PAUL HEUER EM: Paol.Heocr@PulteGmup.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alhmt-inc.com CI'`, OFC 4ANHASZEf, RECEIVED JUN 2 0 2UI/ C"*"ASSEN PLANNING oEpr ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 NaN 612.758.3099 — m .alliant-inc.mm J m z N W Y m H W cc g a N a _ I v i ¢ > < Z O 3 u LL 0 1 Rdn cetlXy Mal Mla plan. "area o np— prparW er m una.a mE dIn.. a auly Jrvr and mm a aNp Ua. ION.LL ENGINEER underMe We. M. k.a of M. Slole of YINMESmA OR pM6CN. m mN u . N. OUAOIT A93URANCE/CDM L n mrz OATS ISSUE s-Ic-IT IM surmu ss17 .Atuvm COlac1115 a 20-17 art AENra PROJECT TEAM DATA pE9p8lk YPR onnrw ru pfYFLT x¢ ae-Rlr a 50 120 M SCAtE xJ rEET 1 sm 1 of 23 — v Y 1� � canaslE rrwusr eEoofwc wm¢tw ofs!m.Crt gym' 1W2 nk Inb11F700%,-Ias:de Drop System jr' . i� SECnON A -A 01f ""• � cowsmucnpu Ai CAIEH BAyM DYJFWC RVMf1YEYr ~ ]tee �µzA�sa�P.s s Wlf TAl ® - NIST ANM SiALtAII@i Eur.. 0EP W1YENl �r fOW MOW— ryi�i+ri� —a.o-n it, YANX S CAsn.VG m ADJUSnNG DETa:L °R4'EER'.'w IX°.°XEM! u 2"0 .Yr., MwY.. 1 '1mf mw,rw�y .r r YorD s' wme w M�OPOffD�M Wrs of rn>lex carve fa sEnNCE DOQAG OFRIA1.EYr gym' 1005 Wif I YANXOU CASINGS � ANo ws DEruL EwnxEYw oEPrnw+ "" zi1'. rm i ��w�iws ru.eW _ ssrs,ly mNrYwr,m RIaFD fl0) SECDpI rw a �� g wywre�i �w— o-y rn ry n 0►f rYRcµ GALE Vµ1£ � AHD eos wsruuncw FWitFAC wP.KllfNr ti r 1005 ROR: YE RAY i011 CAS1wf 9]!!➢IAE vowM� PLAN ��eF^rtM w rrw '7v,-- SECTION • wrr w.rx mvMw Ywayn.p cry mf ISidW SETA GA 9AS1N Y x J eil= KtAN+ r DA1mrq 0EPMDO1r y� 3101y� 3101 B YI FB �A oo _ aut V. ru' rmr x sAN�TARY SEWER SEftMU C ECnON DErA.'` Y: 'u.L uw —l.,,o,.. ®ff r C& smiamy ® sEWEfl sERva [av6fiw OPullpr 'r` 2W� NDIF: SFE R/Al IOR GSIIIIG SM@lIE rs. r•aY s,rc I I Him ///��•Y��vwOw ero flf rrnuE a' oiulErzx ® rAra BASN YAVYaE —•�� EYam.Y mYmRYr "gym' noz r 01f I hPICµ QIRB flApUS Exoamo rowmart '�` SAs �v firs. r IIUR 4E RAII Fd L.t51I10 S'JdltF� • Pw� iw _ u/�i4 v pmmmyuq q SG, n N �urCN CNN BAsw YMVXIXE � wrY suer FRum,o®,a T •A BEEPEBFOMTEDDETA 01191T110) , S • .. u aia'.WsmL/av Ipa v1 lR� Y $iAHDa40 cDL-ce-sAc m Cut TP GLL EYifWf OFNRI.d1 w SMS ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55a15 612.758.3080 YAM 6r 2.758.3099 Far www.alliant-inc.com Pe �1 .gip„N�ao� ..e fhO it . am. U.....a RRorESSiONµ E"Ei ,d,c Z NW., e. 1M $ 1.1..f "U WRY RaUSCX, w R.1. uww xa O11AUTY ASAIRUWCONTM OB0111 YPB OMNt ElL IIOIR m In"IRf 2 Si 2 of 23 Eirs�a-m-srranr�� .�r•z�sss '�. MIN N11CIRlE Imaccene, CIOKIYAY ENI OES I� MTl Nb NIMWT MISS was r,w. a.r ti L e.. u been e+� .teAare � eerrrng.n NNSNa M1eM b J.�P��wdysis .Ok�s R Grew u� Yer e.0 6u �•� rniaa rx•`iw�.s'ri`�~y1P~e $1RRT A10 �y� p ATG 9p si LLlAnfN mgxfDVY rtPMIYN. x" SRIJ L � � I CfTAIL FIIfAYFpw4 Lf9YfIl0IT x" T2ej — f RESRIENTIN BINYNOIs ID ENTNT WINAND MMQIT CURBS W owwFE. FwANntNF -- am 1%neeeeeeee— s KA av>ow.x v Leo mIf sINO/Jm SERNQ ME CARO vYmOw beewdeseO -- 5221 I TYPICK 2l' pAY—I CATCN BA9N MIYEeT ]lea bee m.R�wa AYANY[ P or _ aw f rvea.m w. PK f me A, IMUI a' SUB-9JNfACE wlAm*IIF s.arN.rt ` 5232 a..e tim rnI>.lo.:nllex odoee re w mnxn eed.—m QAW QI gpg1® aAwilER - �c [OYNIFYI "` 2109 � 1i14e. �LFi { E j ' AOMNW NED M1Ps W1slC 0 M NN INIi taw cmf Rede.Vam Curio R.I. ® P., ] al 5 EwNav< mwnlort �" 52158 10 ZOO 3 Qnf sm a ...�� oeiOeC 0FHMallwe "" 5303 WIN Pede P., 4Yol 5amps v —,�— FeadnNc owant.n "" 5R15C 8 r PROJECT NAME _ Fwsccr :suvm.-A v uN sN¢E P.9rr I 1£YCp11K gIBgN9Ol CEMOID'O R4E YI1®1 m.Tecr- eRYEe Y.lsn PP.eerNn me:muenw w.ws-9w.-rear 6. eyiPl'�sP�u/ .Rsgyrtl�l� xPWcq.sRRucnax .cnYTr, 1FNAx¢ w pEuvcvdz �abudI 9p Sx41 xA.E.QPoSR TSiYL 9pS .' N, NSIFVC1.IIW fl1P1AYLES 9fY1 M4M x..[ Wh B 3tGMAMO 111tt O4Gv {FiIEWK • IFT7iF 9S i0 vie A 6 9G. �If INFN INFO SIGN - goEF1Mc oFPYlNo11 ` 5]I3 A41 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 wpm 612.758.3099 FAX www.alliant-inc.coln `j r_ H N m Zcc (n Y F a N a J W ¢ Z Ill 3i u CL o Iy -rid, -rid,mm Im. od, .P.r.d=1rxm10 ,epos . Prepared ey m under my dlnd ..pem.Iand mod I a doM ua.ne.d PWF !DOI L ENGINEER under me lad. al me ....1 NINNESGTA YW{ RAllml. PE Odle lied Xs gMl12Y ASSURANCE/CONTROL eFSU@ YW eewm ELL mi. NQ 21wIN 3 se EFT 3 of 23 1 a- ni -=C ea lI a 25 5G too SCAL® LEGAL DESCRIPTION Parcel I Port of the Northeast Llarter of Me Northwest Quarter of Section 24. Township 116. Non, 23. Caner County Minmel o, desa.ibea as Mleve, Commesing at Ne northwest comer of the Northwest Quarter of void Section 24; ponce m on mad bearing of South 89 degrees 19 on-tes 43 ..... Mi East along the North line of void Northwest Gloster 33&00 feel: thence South 25 degrees 26 minutes U -cards East 128.38 feet to u point on Me centerline of Stale Highway Number 101 mid point being Me point of beginning of Me tract to be desaiedul thence westerly long min cenleline along a non tangential tune that is conobwe to the math, sold curve having a central angle of 09 degrees II minutes 57 secanda• a radius length of 621.15 feet. an arc Imgth of 99.73 feet, a chord bearing of South 74 degrees 12 mules 13 seconds Wesl and a dad length of 9482 feet thence South 79 degrees 38 mnutes 53 moxeda Weal along sold Motel and beemot to lost described arw 163A. fact: thence saothweeterly along said central ding a tomple ial earn Oat is coccome to the southeast, mid having a antral angle of 19 degrees M minutes 53 a ma ra dius dius length of 231,87 fast, an tyne c length of 79.36 Net; thence continuing swOwemenly dmg min centerline along a compound rw, Nat is conome to Me southeast, mid nuw having a antral angle of 52 degrees 18 minutes 23 seconds• a radius length of I2760 feet on me length of 115.49 feet. o Mad bearing of Spume 33 all.. 34 minutes 37 seconds West, o Mad length of 112.49 feet to the Weal line of said NorOwes Quel Omce South 00 degrees 01 minutes 33 -it. East does mid centerins and along Me shot line of eaH Northwest Quarter M2.74 fM to the South line of the North 660 W feet of Me Wont Hot o1 Me Northwest WNa of said Sectian 24, thence South 89 degrees 19 minutes 43 stanch East along said South line 430.13 Iml to Me m ely rigM-af-woy line of Trvnk Highway Number 312; Nance northeasterly along mid westerly rightof-way line along a non tangential cu rve Oat is con w to Me southeast, said col w M1avng a eenbd angle of II do,- 42 molls 56 pool a radus length of 350.W feet, an ac length of 71.57 Net, a chord coarng of North 64 degmn 07 minutes 43 seconds Eml a Mad length of 71.44 feet thence North M degrees 17 mules 03 w coda East along said westerly right-of-way No and not tangent to the last tlambed rve 360.83 feet: theme northerly dung said wesbdy right-of-way line along a non tangential asre net is w to no east acid curve having a central angle of 17 degrees W minutes 47 seconds, a rods length of 981.48 MC W arc moelength of =t0W feet, a chord bearing North 20 degrees 48 minutes Ifi mod. East, u chord length of 29&83 Net to the North line of sold Northwest 0umter, thence North 89 degrees 19 minute. 43 secmda West dmg said North the and not tangent to last adsorbent wrn 118.25 feet to Me centmfma of State Highway Number 101; Dance southweslviy along mid cmla ire dmg a non Orgmfial one Oat is concom to Me soDorset mid arw having a mVal angle at 20 degrees 33 minutes W second., a man. length of 621,I5 Net, on arc Im9O of 222.79 feet. a Mad bearing of South 59 degrees 19 minutes N second. West. a chord length of 221,60 Net to the point of beginning. Parcal 2 Lot I, Black I, Gateway N.M. Canon County. fellormota. Parch 3 Lot 2. &xk 2. Gateway North. Carves Gwntr, Minnemta. Parcal 4 Outlet A Gateway North• Carver Camty, Wer cola. Abstract VICINITY MAP - NorTO SCAL E,E =- . g R� s 9*. o as`.i?' t Lake 51sar`4f��'a_Y ' Py Ce w fir 8 " ors d+c c y xa] • ausW�' $o-t ij J` Yhph c i" � None &� / 4 - a a` SJE h,a way m. e ead .sx' . m. ec l c •qo a �. 6 tee wans aw A. 'sum` s M o 9 mac 'h N NOTES 1. m¢w,.ef.nd ue p,row'IY aesrnplion mown mere on e,e aeon upon lnnmulian Norem .loer9¢ zolsN me wmmTnro, eve meum,vs pepvea by slewenrlle cuaranry companr.11le no ollwo z1aZa. tlal. z. ma hraDau of aEe,gmuna'-were arcomcuca minlm,aMn Imm lion', sate One Gain ry-ro,a 'Bawtlary surve, bcele'. meInlo emu was p,wiaTt 0y a mmgnaewh W ,..rle maps, pmposea pane o, cor raWNs Boil hu.Ions wnich may rid be enact Ism, all uunso m. to wnsWCion or casign 3. His menutbn of cl bemng "iron Is. on Ne G o, Coney Gm cepas Masm.0. GwNiMes are Caner Cwnry 9mund al Ca tl on via Mm,weoa Coaranse $roan. 5wOm1 Zone. NAC83. 1. (- NsAN wluw). aal d¢Ianrm are m het 5. TM area OI the aba'e deem Rtl pmpeny he WO,ID3 square ken w 1054i MRb. 6. aerhcnown, rvry'tlektattnmx+ele, MnpOT w,K'MEPE'. ktaNin &v4erere f9k, 4TiAmm.mthe Frmsd al $We 1(glmry 101, apgov,Wtly 1W[arNe sulh d wavl pgmlylha meM.'mon d915 ai la1 IiRW fl9. LEGEND 0.. Fin sou, raaeapt P1Ss s eY,xpa e u xmenNrwWOFA PK -umwuomin eeRA vnLW: 0 mXRrt 1fer.wee nuewa amaa m souser !a ❑ulah eAw e as Pnar exl cmc awhaF o}Inrt few ace. Ian orxamhvE sae le a oamp .acx a I o- IN N`u`ho moue vet oar- hip xeco,r.¢ - M ercvun paww wl m9w . L ,`pia avn h�ee` x�ic wei 6r uiE�arMiKKM. pos m a..Ne� ax w can Fil BEARING ROTATION DETAIL- NOTTOSGY.E N LPE nr NMI Q• SEC. W sfifi NY (CwvFF 1 rrerem I sever'_ pm, areporf / mall urea, al seswepon and ew vyaviem mind a api, away l8d 233 Park Ave S, Ste 300 sseeonadayobsce s.eWa.Mna'W.rwadne.wred Minneapolis, MN 55415 mw�e 612.758.30BO MaW s1z.756.3oss a oeaagaaMsrAo ALLIANT v2ww.alliant-inc.com 91a+ka a.aweea e. wtaam oar Oawww ®rants EXISTING CONDITIONS SURVEY CI�BY OBO PULTE HOMES OF MINNESOTA w 6 ss ata+7 8601 GREAT PLAINS BLVD. AND 760 & 781 LAKE SUSAN DRIVE .pare. 1601w CHANHASSEN. MN 55317 n SHEET OF _______ __ ` _____ ses•ro ut ygpB _ _ ___—_ .SBg2 '- V � a >1 Z I ��'ir, r..-.. .. .. -% �.Y. m-rv1.mG WIL a_ezArs �5• AXm r � // `o-m.bm 2 y t-" n � _ c®ass ro�ov..: ••: �r I Yi1i I\\ ' �$ r _ w .� vbm w Xwm •wm / - � 1 � �I / WATERS E / n=1nm ,. �f'm x.m.m xem xw. • e=sz 1�p'd =+m m w G0p_g'gp'+Ayny / / xwm :ib x � ~ " n..n x m +mplmw enn _------_--C-'121Y—\ 1 /// _ wn +m n•An x +Xm xmb'xmf m• e� <'.....b .aJ r — — — — — — — 1 III — — — 1 I �' mw \ x+nm nun o.m xemev �� _,__ sm •wn wn •�Jxm naa • x x� •em x.,. ", �.nxx..m"wm x�a +nw n xmm �m ,..ew. - -- •mxm •min xa. x+nn eX nPMC6 1 ___ zo Jb+e xwm •"`Vmu. ° zm.wn �-. Yam xm.m 6 ...m xwm .+mn x+mm ,own am .a°mss-mm aruu n.vs �g .vsx _xPzlzunm '0 /,Sq • +r r.�-f .. j�v� • ++ "X'�r" -f tis�ri x+vr.w, �_... erf xww mu+ na.v :wm:Xvm •mn xaw n xmm �6 arowww x+uvv � +o..> �F r xnMu .wrtw*.ww •x • zMn •`n +.+.y/nym x+m3'°"' m'° / r.' ' n.» xwm • &°a x.nm xX.w / x m+b '°°"' ; •w. xgm"�n.. xwAm x� n / x.m . 71 x F •ania IRA •vm .+or.. - vyr +'' r XA✓m nr rnifa�rm sc zX �y9'Nt ..ID tl, ��/:...0 mn. nn ox F `��.If�o� g1� NiM [Ml�+IYA.AY XYPm N `' I„ •°� wa/ .°gos..J _ ' 6 Y.' " w/l' ems.•' • ��rw. ° ` ` poop d p`o .. t� i .•H_ v+L ao9 BN6a B SEE SHEET I OF 2 2� q BEARING ROTATION DETAIL -Nor To Sc LF KI Kw I/1 w YLw LEGEND —~ o�w wmr�`iolrxr bea s+�aia '�� XXv Xv� —1— wuB'e'm'mm'em ae:rwc umrmw fuwima gWAXrm wlocrz amXa . ,¢axm..a o.1l.mm. uXm roa�inc�il:u.lac mn ,•/" a a rvrmm m +'mc ioDl m 1°ro"m` °m` ~~ mXn e v mwvi m ro xX�`io� .w im ...gym mmmr n Ar49.d Pnlbm T Mi AEMliI XS m+I.'rEO wMmWf `6m RI. XY XWM w,.�mem. r� wrryesermlrey.pnmeyml na mwiem.aWX'I �e Park AveS, Ste 300 .arevlm°r:e°.un n..samesmba Minneapolis, MN 55416 Min 612.768.3080 WrN DENNIS B. BIMStFM 612.758.3099 ALL 1 A N T w alliant-inc.com Sl . x x nn wrIe W11 1805 or um®nnnm EXISTING CONDITIONS SURVEY eR°mw PULTE HOMES OF MINNSEUE A aA�E�6AffDw s1vm p oo N® 8601 GREAT PLAINS BLVD. AND 1W 8 781 s uE r=m m•rr IN FEET LAKE SUSAN DRIVE Joe No. 1601m CHANHASSEN, MN 66317 SHEET 2OF 2 EXISTING BITUMINOUS TRAIL .1. . 4 5' 1RNL/WNK _ / sror scN� LEGEND: _-_---_-_ EASEMENT UNE BUILDING SETBACK PROPERTY ONE LOT LINE Z 0 20 40 BO SCALE IN FEET —T MONI 1 (sEIE OUTLOT E >22'MIN. EWAY GTN 9 B /O� �Y M1 y R/W UMITS r RILL DEPTH SAWCUT V FROM EBSTNG UP ti REMOVE EXISTING A C REPLACE W/ B618 STOP SIGN -5' TRAIL/WA-( ('VM) APPLE THE J \ B OCK .0 /5 4 3 2 1 PW h a \� RETAIN _- PED RA1FlREPIT MEAD\ 1 MP C 6 \ It 2 5' TRML/WAU( (TYP) t 1 OUTLOTC i \ \ POND SEATING AREA\(TYP)- `EXISTING BITUMINOUS TRAIL \ �100D' sir lANO DISTRICT BOUNDARY S TA TE HIGH" Y 10' PROPOSED R/W LIMITS OUTLOT F \ 6' WIDE \ DRIVEWAY (Tw) \ UNTABLE ChG � L Z 0) � Ia 9 O 1 1 m W � � I\o 1 N - N ° I I in ° I33 m N 1 1 Do 1 p0 1 \ \ UAL N \ It J N \ N Y SITE PLAN DATA (NORTH PARCEL): RD - 251930010. 250242420 ETBBIING ZONING - RSF-SINGLE EMILY RESIDENTIAL PUDR-PIANNED UNIT DEVELOPMENT/RESIDENTIAL 06MICT PROPOSED ZONING - POOR 2030 LAND USE - RESIDENTIAL LOW DENS" RESIDENML MEDIUM DENSITY MIXED PROPOSED W1D USE - NO CHANCE GROSS AREA SAM AC PROPOSED WATERS EDGE DRNE R/W DEDICATION 0.795 AC NET MtEA 7.33E AC NET AREA WTMIN SHORELAND DISTRICT 4.111 AC PREVIOUS AREA b1MIN SHORELANO DISTRICT 89.972 SF (50.25%) PRIMARY s1RuCTURE SET LACKS: WATERS EDGE DRIVE - 25' LAKE SUSHI DRIVE - 25' TH 101 - b' PRIVATE ROAD - 2a' BALK -BALK DRIVEWAY - 22' MIN. (22'-26' RANGE) SITE PLAN NOTES: 1. CONTRACTOR SHALL HELD VERIFY TIE LOCATIONS AND ELEVATIONS OF EXISTING UTIURES AND TOPOGRAPHIC FEATURES, SIGH AS MSENG CUTTER GRADES AT TIE PROPOSED DRIVEWAYS. PRIOR TO THE START OF STE GRADING. ME CONTRACTOR SHALL IMMEDIATELY NOTIFY TIE ENGINEER OF ANY OISCREPANDES OF VARIATONS FROM TIE PLANS. 2 ML NMEN4pN5 ARE TO FACE OF BUILONG AND/OR RAC( OF CURB, BUILDNG DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP) UNLESS OMERWSE NOTED. 3. RFFFA TO ARCHTECfURM DRAWINGS FOR CONCRETE STOOPS ADACENT TO PROPOSED BUILBNG. 4. CONTINUOUS CONCRETE CURB h CUTTER WHICH CHANGES TYPE SHALL HAVE A MIN. FIVE FOOT TRANSITION ON PRIVATE ROADS. 5. ALL CONCRETE CURB AND GUTTER AOMCENT TO CONCRETE WALK BE SEPARATED BY A 1/2 INCH EXPANSM JOINT. 6. PAVEMENT SIHNPING SHN . BE 4 INCH WHITE. 7. ALL WORK 141T9N TIE R.O.W. STALL COMPLY WITH THE CITY ENGINEERING DESIGN STANDARDS. B. NO PARKING FIRE LINE' SIGNS MUST COMPLY WIN CRY ORDINANCE. THERE IS NO PARALLEL PARKING ALLOWED ON PRIVATE ROADS. 9. AIL CURB AND GUTTER TO BE CONCRETE SUR40UNTA&E 8812. OR B618 TYPE As NOTED. PER CITY STANDARDS. 10. STEPS WIM MORE MAN 1 RISER. WILL REDU1RE 3' H MMUL. it. CONTRACTOR SNAIL FIELD VERIFY ME LOCATIONS AND ELEVATIONS OF EXISTING UTUTES AND TOPOGRAPHIC FEATURES. SUCH AS EXISTING CUTTER GRADES AT ME PROPOSED DRIVEWAYS. PRIM TO THE START OF SITE GRADING. ME CONTRACTOR SHN1- IMMEDIATELY NOTIFY TIE ENONEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS 12. STEPS IN FORMED/CAST-IN-PUCE SIDEWALK SHAIL HAVE 8- RISER. dun �� un TYPICAL ROAD ROAD SECTION (24' B-B)(24' B-B) CONCRETE \ BIOEWALK ROAD (INSET Al �ea .A S TR� liu o�ix.n ♦ -a, MIA mw8 f �Y 9Ed owuxawAa mAwA PAVEMENTSECTIONS j»r m FAM Abw ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.30BO MAN 612.758.3099 FM www.alliant-inc.cofn J w U a a a C, H m W Z 0 Z Y � Q Q Z Z J d N EL J i J OL w Q Z F s LL W ..nr A.mfo muf InH Rla'.. •Plnoufmo. . port + PrWe.M by me rem der my e ,,.n ..Iupervt and m duly Joen.N PROFESSIONAL ENGINEER under IRK lao of Me Slah of MINNESOTA YARII MUSCN HE 0.1e IIeAnAe Ilo. LIUAOTY ASSURANCE/CONTROL H W1E DATE MILIE OESIGm III DRAW 6 But. 1WDLR 112 SI1--0116 6 9NxT 6 of 23 I NAT GRADING LEGEND: so' FU ._ .. PRORDaM LOT UK CRAOING PN. sii OE L RUNNING WALL BL Kl (NOT DERiC1E1) IN PLAN WEM I ac 3 4 PRCPOSLD BUILDING FOOTFeMT ■ e PROPOSED WM WINS KAR PM E iUiw �— �— GMALL FtOCR p iklW (AT pOGli) PROPoSED STORM SEWER s"EWS) NNTs PFR on' (sPJi UNTB) — pgpppSEp Eg5[AtENT AIK0VAAL CNUfS STEPS TERINENAx smE PROPQIIY uNE SETBACK UNE DUSTING CONTOUR LOT LINE —911— AI, PROPOSED CONTOUR — — — RIGM-OF-WAY Z2 ASS' PROPOSED SFOT E ATHON TREE PROTECTION UMTTS TY ISO TOP OF WNL E ATpN ,1'vvYi-vr-r EtlSTMG WGETATION UMnS ex I I.o BOTTOM OF WALL ELEMATNM TREE TO REMNN (PROTECT) MREm OF OFMNAGE miotcuNL OrE1tFLOW RMITING 0 m 60 120 SCALE IN FEET GRADING NOTES: L / F/NIs U) CnA0E5 SN SLCPE MYAr fFOY pXOPOSF➢ MIILO' AT MWMUM GRV.'E CF 2.= Au SA'ALEs FINl fMVE A WNIMUM SLIWE OF 2D 2 THE GONIRILTOR SWLL K10' THE NWT1lT RW1M "Ol CG GEBR6 ,WO NLLXFNF TK OFF -SITE TN'fJM1P' GF sa< M ICCORMNCE Wm/ THE KGU6ELENIS CS THE M AND NATUOIKI. 5. N016Y WREN sTAIE OW f 0 (BWIT59-1166. M HGU6 ,Nc, TO suar GF CU6'IMIG(MIN. A. NL IYPItJ+ENMIIs TO CUIFIXM WITH CITY OF CNWINSST]! WNSIRUCIMN 5"NOA®S sPECIFIGiKM. UT6r EDITION. 5. NOON CIX6TWN:LIOX EMRNIGES 9 W PXRAR➢ AT NL CdSfXIIf.EUy /C$5 ppRS. 6. NSER TO GEDIECNIIUL KIORI MO MAESI MNEYL FGR S9R WRR IpT1 KOLis 6TnH5 µ0 TESTMO W,IIREMFNIS. 7. STMP TOPSOIL FlEOR TO INY COLtifflIN:fICN. MISS STOCXPLE ON STE SRkNPyE ppEyfTE16 MUBT K PMITEMD NO, SET FENLE B. "No"' TO sTANNNC COXsfMIC'IpN llE COMPALTgt sIVl1 BF RE1.U@ME m WAE suM TINT NL REWRm PERMS AND MPRMATS INVE GEET1 09INXm. XO C X' I"CIpN Mt RWUGT'Z yyLL gEMN UHM1 THE C NTuK ua WS KLM�II AND TFK:RCWHLr RiVi Y NL . N1D OTHER OCNMENS /PpgprEy W NL K HE PEMTTIFNO NNTICNTFS' 9. "ERNTELr RELGNXC C%"NNG OF W OR GKATVQ SOL M11PEs N81 ITRAWLE SXNES, NO,, F>eN BUNO•T OR M. APNGTEO SML STAeUUNG METKO (N4ROrID Br ENGINEEN) MLALL BE AppDFD N,fIV AWEDhI) sLEO /M'TUK AXD A WINNUM M A' TCPSgL ,a 1W GENFPIL CONIRILIpt MI6" aiL OEWATFIMG % NIN NL �NMIOR$ TO VFIEIr W,,, NMRNLURS IFOEWATFRINC is REOUIICTgX. W NO DURING CONSO NOUOICR SIC,➢ C,,U T WIN EMsKK1 CONTR,I B6PEOTOR NN 04C,m R TO DEIFIWIXE MPNGPNM.TE MENW. It WIRM TO MO niflea A Pd1UTICM PMIFMICN MN1 (SN'PP) FOR Ny ETEISpN Nq yEDIKK ",,OL DENCE L ICIONI L MSfIWTNXS. NOTES NW mu. N11CM: CYMNIdIE NA9NM $WNN 116RNA:IpXS. 12 NIILLWC PERYIS AW KMNEO FIX! NL RITNIMG WN15 A fFEf w RIFN.yN ql MNATIF NN NE -Us stW1 ff OESGWO BY A 51RUCTUNL ENGIN EX NTH MONG l M4NLD NN APp9Dym M. 1K CRY I'MCIR TO 66R'W'TTIOIL 11 A ] RM SAFER RNNC 6 KONED ARIP NL WAILS 30' TNL M CREYTFp. PAG WTX5 =. UNT 5 UMT a UNn n a.r Nmr w s aw S-ML1m A MA9 OII¢ uR W I A"JdAVE_ �EDDDKr aR HOLD DOWN DETAILS P jite ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Kwx 612.758,3099 FAx ..alliant-inc.com J J Q UA W 0 z 5 a w F z Fzz Ir m o D o N z Q Q a z J o a zcc M V I HerslY [erll(Y apaci/icalion, e pnparea Cy m m..[r •up.mMo� PFawYUe OFEssIa1 EI I Me lal /Ile MIHX11.ESOiA MANIC IuuSCN, PE QUALITY ASSURANCE/CONTROL OCHOWIX. NPR 7 sKn 7 of 23 WATERS EDGE DRIVE l j r XM2 2 '9 s o 6 ,o\ X915 —�Z 0 20 40 80 SCALE IN FEET '10 i OUTLOT E ti \ z Y Fn i m 0m w ? a J IX GRADING LEGEND: - -- -- - APPLE TREE LANE a XL (NOT OEPID1p7 N. med PROPOSES bJRLNG ECOTPRMIT IEM PAD UUNATMN fJAM£ F=IXA OUNATKN (AT pGLTIJ � U915 FFA 6E (SflIT UMTS) /LPD E.RAGE SIFP9 gd1rEAAyAY SSPE qlP\GN —912— �W CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION �X'Iro 1 I S lW 15.0 aW 11.0 TOP OF WALL E ATION EOTTON OF WALL kJEVATXN i` OF DMIAAGE B & 0 \ y E IE Gw Y O FLOW ROU ING 2 1 - 0 OT F 6 RETAINING WALL 91 8 GFE lfl5 a '¢1 ■ • PROPOSED GTCN a.51N5 (Y �P' T•o r >> PROPOSw STORM SEWER (+1S (1 2 \ I ------- PROPOSED EASEMENT PROPS LINE SETBACK ONE Un T LOT uI6 $ RIGW-OF-WAY OUILO 19.lO�.-. _Vm p �L/f�J # •� ___--_— TREE PROTECRON LIMITS EXISTNG MEGETATKN LIMITS O I1 Q TREE TO REWN (PROTECT) \' I TT1 I I r TW13.8 4 _ _. •R el 7 j A DON J Y fL>tR c m m v m i.+ a TW11.3 <• fr m T lei BW11.3 tiF .5 a+ �• mm N I TW12.0 > e• W10.0 ;- + w I aCT _ A qq� otP P R _ 1 (1 9t N \ 91z Rj 1 qP, - OUTLOTF - STATE HIGHWAY 101 ALLIANT 233 Park Ave S, Ste 30O Minneapolis, MN 55415 612.758.3080 NAw 612.758,3099 PAX www,alliant-inc.com J w U Q a F- O z z EL w J � a F F z Z Q Q C, 2 (x 03 Q Q Z z a ¢ a 5 z a a z F ¢ J Q W a z Q LL LS U hereby ..n fy rnm m anon n.. lgcn ^ l.e by — a .� eo my E,M Pon,W.r end IM1OI I duly U..n..n PROFESSIONAL ENGINEER undo IF. Inv .1 IN. Slab of YINNESOEA NANc RAusa. rc OaM1 Ih�s N, GUAUW ASSURANCE/CONTROL .1 DATE DATE ISSUE DESIGN[G: YNI ..ye. EU PROJECT 10: 211-0199 8 s�EEr 8 of 23 �— %\ -- � APPLE THE y�WATERS GE DRIVE 0 I _ r , -u - - --..• «�! r - — - - � _ _ — �._—ems ., DND-^ ORLOTE ALLIANT - - t \ �r i ,o�;s+e'�, s` �,to'" e o - c« n l L� ♦ TcT N • .�A }, 233 Park Ave S Ste 300 - y\�� y N'�I-' Aar Yxde �l� 1 r.M , LOCAT>♦1 t� Minneapolis N M55415 612.758.3080 wN I� w y \• �'- • 1'� 4 w y 612.758.3099 Fax www.alliaM-inc.com / - m _ 9$. N✓ v boy A 1 VICINITI MAP `\\� p ` \\ TY.'v. +�, "�� , _ ouTLOTA L - F \. r > 1 • I lia f �. � la�•s PCs � +` _ In Ii. vY �� E 6� ♦ P� _ N - F�� 1 - W ICT\ 3 - �_ - -E Z IL w z '• -' - -"— - - - - - -- - - — - 1 N. u wo _ _ • 4f W fA' jL `� �Oi N )P ARE aT o tD w" J z •..,.. r W sM W i y Z ITNPw4. z ( @ Q BE LID z STATE HIGHWAY 101 - - ICE IL O :....,,y F a J N D 3D SO 12D � i Q O ® W a Z SOME IN FEET 5M W +,I \.. __- \ n... IW-my mon Ras Man. .'amaMHan. m -RaH .a. LEGEND: DEry —]89 � COMMON __� DYFCIM K LNNIIH e • amr® cuDH BMIR6 PROPOSED EaREM NT RPE}➢ FASOfIIr PROPERTYTura 4laYX IE lm lN'S — NOITKF-WET O E%6HMIG TIFF ro XeIW - TIE£ PPoTIFLIILW 1Y15 PIE. SP — gYRHO NAT Ep.Z TIE BVDEC) Par. s — RtlIftSD WT EFN3 (. GRADMG) Q MUST PmDESTON DND P NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: mn :",amaan anon..' I THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF M- ERa9CN AND 5 GRADING PHA a SIO U ENGINEERane.r Inarea.loxAL SEDIMENT CONTROL BEST MANAGEMENT PRACPCES (BMPS) AS SHOWN IN THE WEST PARK MASS H. msULL sT 1, ESTORAGEs . Stan.R NI. Ia.. 01 m. sHaH. aT CRATING SNPPP i FOq POST GRADE BNP$ NEEDED AFAER CTHSIRUCTCH PARKING IRO SESAME AREA TEMPORARY PARKIuG AN 3, INSTALL YIMXESOTA HOWtt BMPS A MINIMUM AS SHOWN IN ME RUN. IF ACTNTT). THEE BMPS ARE N BE INSTALLED THE PREPRE-GR G SILT FENCES AND INLET PPOIECTCA BIMSTROB W THE 91E 1 H CCNOnaVS EASE BYP SIP N OR A COMPLETE ALL NOUON AND RARY TO BNP: CONSTRUCT CO TREHNT 5 RESPONSIBLE OR ALL NECESHN,SARY. CONTRACTOR 61SSPW59E FOR ALL NECESSARY. THE ASS BRA,CMIDING MABARAOND PE MANENT S. CONSTRUE IRNNNG AS INSTALL AY AVD PERMANENT SEEING AND PVJIING YM[ RAIWH. pE MASS OOONC TIES AND 9b5EMNT BYES REWORD N COESSAR THE MA S GRAN AC BMPSTRARSPORTREOU RED O POPS ON THE 4 CONSTRUCT POST -GRADING 9Li iFHO W ME SITE FOR CONSTRUCTION AND ET PREPAID SHE FMI STREET AND UnmT LONSIRIICTE TO STABDINQ S A THE MASS GRACING WARN AND SATISFACTORY SITE SOME HOME AT n1E COMPL£nOl HOME aL BC PHASE: MT. U°•p• H°' UAIRON4 AS CORRECTOR CD'JRONAIE AND MASS RA ME CEERMIT 1. INS UTERI UN RAINS. STOW TUNERS CURDS AHD WRENS L INSTALL UTILAU- ES TO g TRANSFER OF HFDE$ PERMIT RE5PO19BunE5 TO 11E $1REtf Nq UiNtt OYl1RACTCR ANp TRANSFER OF R RIP RAP ROUND 2 INSTALL RIP RAP AROUND WTET SIRUCNRES QWLIj1' ASSURANCE/COrtROI THE CITY. 3. INSTALL PAI PROTECTION AROUND ALL STORY YMIIR STRUCTURES 4. PRIPARE SITE FOR PANNG HE MEET AND UTILITY CONTRACTOR AND CITY MLL THEN ASSUME THE RESPO SULTT TO 5. PAYE SITE. BY DATE PRONDE INSPECTION AND MAINTENANCE OF ANT IN -PLACE RanAS Wfl1 AS INSTALL THE B. INSTALL INLET PROTECTION DENCES ADDInaNAL BMPS REWIRED IN THE STREET AND UTUTY CONSTRJCTOM DOCUMENT SWPPP. ]. INSTAL- P05T STREET .0 UTUTY SILT FENCE, DATE ISSUE UPON COMPLETION OF STREET AND UTUtt CONSTRUCTION, THE STREET ME UTILITY B. REYOW ALL TEMPORARY EROSION MO SEDIMENT CONTROL DENCES 4'HFH1 OIY ANIImK CONTRACTOR SH REMOW MY BMPS INSTALLED WRING THE STREET AND UTUTY PHASE (ONLY I' STE IS STABILIZED). IF REWIRED BY THE CONTRACT THAT NE NO LWCFR REWIRED AND CIXMROXATE THE TRANSFER BE NPDFS PERMIT f-1-1] MlEW9E0 LOY1R9 RES•OISNIURE's BACK TO THE MYFFCPER OR TERMINATE THE FCRUBN OF THE NPOES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. SWPPP BMP QUANTITIES (PER PLAN): EROSION CONTROL CONTRACTOR: DISTURBED AREA 7.6 AC RESPONSIBLE PARTY: Tall) SILT "a 3,317 LF ' INLET PROTECTION 27 EA OURACMMA S ORPRN ROUTINE WMINC LLA4 w➢IHc IMOc m6liecmR LMP/NQ HYpM'RACII SEDIMENT 2. 2 3. 2 2. 3. 4. R SILT FENCE (MnDOT 3606) CURB LOG ROD( WEEPER �S TYPE A N L) INFRA AM STORM STORM DRAIN/WLN£Ri SET SACK DANDY BAG (MoDOT TYPPEOT TYPE A8) AHD' CFHU HE CLEAR 1. 2• CRUSHED CLEAR ROC( (LAND DEKLOPMEN 1�Yn�p _10D (OATS 2 (1 D2 AR SUZATUN) z. MnDOT-1so (1-z YEAR sTAeluznna+) )E$yAUEy vc�/e wAr_ srERuzwnpN auP's 1. MAW/HAY MnOOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET YnDOT CAT. 3 ]. HYDRaMULCH MnDOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORTH CAN GREEN ON EQUAL-MNDOT CATT6 RRenur. 1. CONLgE1E WASHOUT IS GONE BY MEN 11 A MOBILE WASHOUT SYSTEM PRONDED AND COMPLETED BY THE CONCRETE CONTRACTOR. PUTTEE HONES 7500 OFFICE RIDGE CIRCLE. SURE 325 EDEN PRAIRIE. MN 55344 COMAm: CHAR ONSCARO PH: 952-229-0723 EM: chad.onnur00Putte9rouP.com BIOROLL TBO W/ CO PLANS SEED/SOD POST GRADING AREA 6.4 AC NOTE: 1. SEE SERE 11 FOR NL EROSION N61 6EOIIffNF CORR0. FgiES NIO DEFNLS PROJECT TEAM DATA OMWMI ELL ROIELT LHR SNb-0191 1. YnDOT 270 (RESpEINTAL NRE) 2 SOD SWEET 9 of 23 WATERS EDGE DRIVE r - - A R91 .5 Z 1 91 8 NYDROMULCH ON POND SLOPES ABODE POST 1 GRADING SILT FENCE MERE SLOPES ARE 3:1 (H: V) AREA W/ FAIR(1oiry. _..-. SKIMMER OUR" STATE HIGHWAY 101 �_ 0 20 40 80 SCALE N FEET APPLE TREE LANE LEGEND: —yes PRwogo mxraw � CWELTYNI f6 [WIWC£ e CSTER SIGNS I. Udool PSWWIY M uNE uP uc — RfM-Cf-MY 0 COSTING 1 Rl 10WX --------- ,1[E F9nIFL,Iw 1,MS PRE — S, PRCN a F (FRE mvnc7 — M — S . recP R My RM (PST tA'ME) n MLt PRE D�J m �T Y=RMR M�a �D-N�N V TfV� OP/IVGF RYnMC pmL Yes wtYM PoICK CIX6TLICIYN FNIRWCE i ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.7583080 WIN 612.758.3099 Fm ..alliant-inc.com J W U ¢ a a I— It O z z a J 0 F z 0 U z W ~J m N ¢ z = 3 a ti a 0 H a J N (A i Q 0 W ¢ Z R �i LL W I h.-. ' =emly Mw ,w. PI... 'cli...v . a nvon Ppua Gym under m nn y III~..P.rn9an and Mal I duly Used PNa SNONK ENCKER uM.r M. I... el M. Slole al MMHMT1 MVR MUSCx, PE mM odes w. OUAM ASSURANCE/CONTROL pi9piFM YH IRUM,I: �A MDSf M¢ I,F-O,n 10 sxuT 10 of 23 T L SIT 10kuff NuTTOM -ne de er, .�Aeddr A � `dT, An, I . . . A Te�euenendeen,.. LXA. OF U,T rl� �T or L—T. TO � ��C cffw I SILT FENCE DIGINMRING �Alni 1" 5300 EROSION CONTROL GENERAL NOTES: ANA-1- � UNTIL A IORfirT OTY MID THE AATVd;rrd THE di Ano IN And ..A CAPAree .TPN PF NAA` nd� 1=rZ. =A.�. neend. 7 AANPPF. 'I r0eING F PLANT A, N� m m� Im TP NI .1 dNe,en, m Pe .,E Anues. M 11m. ..TN,.5 Pioaddi UNDPErTo OR W&AdL n4E 3E- �-- =-M:=0E:— Is. IN TNAT Pdene� . K . THeAdeeN, ALL . oF �L deALLnP PeAL VIM,, "A"ne' Te'" edr (.reusredde).2..... 21. .PAATWANT.....�.�.. -1Q. T. .,..a ed,id,n, F— -ALLT& W.LN&— I T,e R C SJZ ON CTION ENONIMMIC )0`ART1WIIW I" Mini EROSION CONTROL SCHEDULE: 1. An, Pe dnediruAk L� N. ALL ANP Ned �A.. T. Td,� --m A n,"EVETAT'n TNAT K ANT %ALL Sn"WZ, SEDIMENT CONTROL PRACTICES SEDIMENT TRAP edd,F�RM ITY WIAMLI-C-SHAKOPM AN.. m si cDiX0AA% UN OR E� MODEL#CG23 in. "I AnEA And) � I wen, saAAW 1. ... ..L Idnud�l II. �U. deTo% de� .. Ad. IN A,,L nNAL Nor, .A..., TrE�P.. s. FINAL STABILIZATION: AT . e de Ann nnAnu� ALL dr.. nee. I CATCH BASIN SEDIMENT TRAP ENGINOMING D�NliTMDIT I" 5302A S"PUE UMON CONTR01- PLAN FM KINVEAAL LOTS ................... �= LOT 3 IF 'o" edu� nuen _uened Pe. Ineeen —PIAI e,e. nee� . ANN, . A TennI dre"Ade eu,nee er ER� XNTeU .-- -- =—. =. ded. 1. —ee.eed ."Inee r nee —d -- — . deI Neee n—�t— dee, .11 ed, nee, 1. e' . Per"d neneurer, " —1 Pe eene, .,Ir APT Ave. A. EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) MaNIMRING DIEP�!DiT 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 4 Ar. WITHIN 24 HnIAS A WAINIALL Ned eed� A, A . T. a, se., reaNeds TA`TN O� ed� nei "Annoeed:s w " AAAeT P, "A"A" — �MA 1� Non w � Auni M THE M � IN PANT sAk E T) A. . P.A. . AT T, Wn de . TIT POLLUTION PREVENTION MANAGEMENT MEASURES IT AND 1 11 1 1 ANT Ins' oL eu,, �y VITH RIVALPREADI NKIANious .. — =rP. de'o,AL Ir .. No --eener—de— � 1. SNA-- . . - r A I T. uUMMIS .-oiAm wod- F mm=—m mw. 2-'. ... AAALS �T .. ee� ne's a do" "N"A" A� "" A"""T T"A" ar ALA, A, ed"InVem" M T n'r ON SILT BOX SEDIMENT TRAP Er�NIMAING DEPAR F-5302- ALLIANT ... I ....... 233 Pai-k Ave S, Sle 300 Minneapolis, MN 55415 612.758.3080 wd. 612.758.3099 . �.alliant-incxom P 0 z U) w z U z i—L I I,uneby P., , I.., nu, , — ,if"urfor. or rvPori ... ,,.p.. P, In. ., under nn, .. I ..IP-1,1- r� Ih.t I A d.1, 1-1—red! PROFE�041- ENGINTIER under the 1.— .1 the �Iat. ef MINNEsInA Wide, .%K —K deer QUALM AMURAIIM/COKI'M ir— . so"a'so Me" INAW"We VUL FIKMII m Vii am 11 of 23 _-WATERS EDGE DRIVE_ CB 216' 3MH 215 CBMH CBMH 400 J MH E �T OUTLOT E $AN NH .H �n Y Om 1�T CID j a 1 �\ SAN MH ]T Y / \ �SG\. OG( �'"/ S I- CBMH 210 '9 8r', lB � 6 ' sudh� MH Obi \ r \\ CB 212 A I -mmijoiIiiammme-Z 0 20 40 80 SCA:i m FEET 6 CBMH 300 B OCK 0 54 3 2 1 Y SAn Z3 - 1� �% ■ DEAN 201� II o ppyll' 7 � I 1 A � 1 FES 200 IA OUTLOTC � I 1 A FES 500 POND RA I °\TICS SO1 FES 502 \O\ S TA TE HIGHWAY 101 APPLE TREE LANE 1 n 1 1+ 7 ♦ A 1 < Op D 1 I m MIA 8 w O I N I V N m )N 1 0 I ?w O I v_ A m L m Lfl 1 A t• \ N T. A Y A AN MH 9 W 105 ED f MMH 10 V � N p \ \ � W � 6V w p CBMH 103 O \ CBMH 102 O N \ C ` CBMH 101 / \ ° \° SAN MIN 10 OUTLOT F \P OUTLOT F � W 209 - LEGEND: > PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERWJN ■ PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE M PROPOSED GATE VALVE PROPOSED INERRANT EMSTNG GATE VALVE EXISTING HYDRANT EXISTING WATERMNN MISTING CATCH BASIN FASTING STORM MANHOLE EXISTING STORM SEWER DDSTING SANITARY MANHOLE EXISTNG SANITARY SEWER UTILITY NOTES: 1. IFUSING UTILITIES. SEIMCE LOCATgN$ AND ELEVATNNIS SHALL BE VEJURED IN RELD PRIOR TO CONSTRUCTION. 2. "WAN A MIN 10" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER MID SANITARY SEWER LINES TO "WAN 10' VFNIIGAL SEPARATION. LONER WATERMAN AS NECESSVtY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE STAR OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE IMSULATKKI FOR ALL STORM SEINER AND WATERMMN CROSSINGS WHERE VERGICAL OR HOR60NTAL SEPARATION IS LESS THAN 3'. 5. ALL U11BTY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CRY OF CHANHAffii ENGINEERING GUIDELINES. 6. NOTBY GOPHER STATE ONE GALL 48 HOURS IN AIIJANCE BE AN1' UTILITY WORK. >. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 7EMJPORAM TRMFIC CONERCL ZONE IAYOUIS-RELp WWWL LATESF REVISION, FOR MR CONSTRUCTION WITHIN PU01C R.O.W. e. ALL SANITARY MANHOLES TO BE 48' DIAMETER CONCRETE W/NEFNPN R-I642 CASTING, UNLESS NOTED OTHMMSE 9. WATERMVN. SERNCEB. MG VALVES SHALL BE INSTALLED WIM MINIMUM 7.5' OF CONQR. 10. WATER SERMES SHALL BE 3' DIAL TOPE N" COPPER W/ 1- CORP. STOP a 1" CUM RICK 11. SEGUE SERWES SHALL BE 4' PVC SCH 40 MINIMUM 2S SLOPE UNLESS OTHERWISE NOTED ON THE PIANS. 12. WATER SERVICE MAY BE PLACED N SANE TRENCH ]S SEWER SERMCES PROWGED THAT A 24' VERTICAL AND A 36_HURIZONTAL SEPARATION ME MAINTAINED. 13. ALL CURB BOXES SIW1 BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINSHED GRADE. 14. ML 6" AND 8" WATERLWN SH II HA CGOO M. STORM SEWER NOTES 1. EXISTING UIILRIEO, SERJICE LOCATIONS AND EUA%TKNIS SHALL BE VERIFIED IN FRL➢ PRIOR TO CONSTRUCTION. 2. AMINTMN A MIN 18' V9RN'AL SEPARATON AT ALL PIPE CROSSINGS. 3. CONn ACTOR 6 RESPONSIBLE FOR ALL PERMS PRIOR TO THE START OF CONSTRUCTION, 4. FIREARM POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS "ME VERTICAL OR HORIZONE<L SEPARATION 6 LESS THAN 3'. 5, ALL STORM SEALER WORN SHALL COMPLY WITH THE CRY OF CHANHASSEN ENGINEERING WIDELINE. 6. NOTFY GOPHER SEATS ONE CALL 48 HOURS IN PRANCE OF ANY URLJIY WORK. ]. PRWIDE TEMPOWMTI TRAFFIC CONTROL IN COMPLIANCE WTIN MNDOT 'IEMPOPARI TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL' LATEST REVISION, FOR AIRY WNSERUCIION WITHIN PUBLIC R.O.W. 8. ALL CASTINGS SHALL BE REMAIN OR APPROTI) MUAJ_ A ALLx1ANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MNN 612 758.3099 Fax W ww.alliant-inc.corn z 5 IL cQ C Q w Q J O F¢ F ¢ cc m w ? (n w Y E 1- V) 5 T Q °� IL N a a J F w zz Q U I SILL V) I herder aamlr that thin Plan. .v <Irmonon. ar e^ .a, ra a Pa. I — a., m 1 EirM .ugMNon aM Mal I am a Bury U—ned PROIESSIOHAL ENGINEER under In. la.. a1 the Slate at M.F. M.R( RAuzgl. P[ Gan u.w. he OUAUTT ASSURANCE/CONTROL 61 DATE — DATE ISSUE ,19-11. CITY SUBMTTAL 6-5-1] WATERSHED COMMENTS 8-30-1] T- CTY RE-SU6YITT.L — PROJECT TEAM DATA DESIGNED: MPR O wx: Ell FRWER 40: 211-0119 12 MEET 12 of 23 o �40 J 830 N 4/ ? e_ iEw ` 1 i; �I�I,Jl�:JiS!IL71�M;� f Lvx w'1 sul w z w 3 `7.aGti• Olda-sz 11 w/ bmE 9 8 2 3 4 I I 5 6 1 1 2 3 4 5 6 �f- `0 6-ay. BILIC CK1 BL K2 a celRTD - =IXr P1C • � � :. - __ UTLOT B Pw e NOTE: \ y_0. ° IRRIGATION REUSE SERVICE TABLE BLOCK LOT STATIOM I CBE- RISER'^ t 1 90520 H13W 6 1 2 IM29 913W 6 1 3 R3 903E 91360 6 1 4 112 9 M 9130 5 1 5 131 9W.91 913M 5 1 6 1W =01 913At 5 2 1 203 902M 913W 4 2 2 223 50261 113.1 4 2 3 241 M1271 91364 4 2 4 26 903m 81350 3 2 5 9n291 81353 2 2 6 71 BTII. tS 913E 3 1 N90 N 913M 3 3 2 WIMN 91301 3 3 0 502.47 913M 3 3 4 112 MISS 912W 2 3 s 130 IMM 91311 11 1 78 4 n 216419 H 11 2 U905u 916.311 2 112 30HOSn iinsm 4 11 4 11 9 n 816033 5 ti 1 902 9133E 4 12 2 17 9@.!! 91136 4 12 3 1w wm- 913315 4 12 1 1 8Wm IZ 5 13 1 tQ9OFM M!Bel 5 13 2 M90274 913M 5 13 3 41 m2M 9W3 _Q9 5 t3 4 2t Z-M 913277 5 - - SYSTEM DESIGN TO SWNe,y Se.a wye 5lavlffmn mvrmnan Ml9 CONSTRUCTION FRONDED W9H "6w�IwY 6ewoe lMel Ele�elwn LAKE DOCUMEN SUSAry'--- TS '�CMM em Elewlm DRIVE ``- =-a-1 \'\ - Rea Leah lA444 Lean W vn Ree. /L 5 N /o o ry Y V m 9.9'-r CP Q 52 fU21GE EL TIL O F - 0- N 011 `vO lt 1 Minneapolis, MN 55415 612758.3080 \'612.7583099 1 _ Ve6cY 011=RX070q IM � ry 0� 2 - 0 25 50 100 Y'd SCAIE N FEET WEST PARK DRIVE BLUE HERON DRIVE NOTES: 1, THE GGNTRACTOR SHALL CONTACT THE I HA� AND WATER �ARTJE14T 24 IRS PROi TOO MY P CC 1 950 I I 950 SEwER/WAIERMAIN CONNECTION. 950 2. HIGH DENSITY POTE IT -ENE EXTRUDED (HOFOR M MANM I RINGS ME SOOMJRESEWIRm 940 940 a. SNTAALLLLEYD PER w W OIIN �AINHASSEN 940 SPEaFICATIONS a DETNL PLATES MH 5 4. WATERMAIN SHALL BE INSTALLED PER STA: 1+52.00 MH 2 q, O CNMHA53N s EOFICARONS OFF: 0.00 MH i STA:4+14.33 a DEtUL RATES EMSRNG CRWNO IM:914.92 STX 1+69.91 OFF: 0.OD MH } INV IN:899.8D (N) 930 OFF:-9.49L EXISTING. GRWND RIM:912.72 STA:4+95..04 930 5. TYRCAL LOT SERVOS: 930 I MH 6 INV IN:899.80 (W) INV IN:898.76 (NW) - FF:0.00 SM - r PVC SDLE T YIELDED STA:0+69.441 INV WT:899.70 (E) RIM: 911.47 SOt 26 :0.00 FINISHED GRADE (8.86' INSIDE DROP) INV IN:89876 (NE) RIM:912.35 (SO DETML 2001) RIM: 915.95 MH 4 INV W89T67 (NE) INV WT:898.66 (SW) INV WT901.25 (SW) WAT - 2' TYPE'K' COPPER INV OUT: 904.95 (E) STA: 2+25.18 INV OUT:886.81 (S) FINISHED GRADE (SEE M.TML I006) OFF:0.00 - 920 1 920 920 I a2:91z}5 INV I14T899.41 (W) INV WT:899.31 (SE) 910 ----- ------ _OAM- 910 910 7.5 WIN. ST- -_ - _ I I STORM CROSS 1 -�� COVER STORM CROSS CROSS STORM CROSS 1/- 299.0-8' C900 PVC 900 464.0. B' 900 900 WATERMAIN - C900 I VC VC WATERKAIN 247.5' of 8' PVC LOWER WATERMAN TO BO.7'35T0 309% 1 LOWER RMNN TO MNNTNN 5OR SOR 35 O 0.40X MAINTAIN 18' VERTICAL VERTICAL 18'MSESEPARATION FROM SEWERARON FROM STORM 890 STORM R (INSULATE) (9.0' COWER (INSULATE) (9.3 890 890 COVER AT TA 1+19.65) COVER AT STA 4+26.33). F 9, PVC aI of 9DR6351. 1.3 % S" 880 FFII EX SWO APPROX zZ 880 880 O 3 NlV=BB7.o9�?� yw I J #h 7� U IIIw+p a#p 870 rc 870 870 MR a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+013 3+00 S 1� J v Q OLL 950 2 H m W fA W Y ~ En 940 f-- a N a ILcc I a J F Z 930 W a Q 3 LL In I bveb2 pH1f7 Mal Mie Plan. y.,mrsd a. nq,o^ . H 2 920 a ar dired ;gip Inon and ffid I a d,y Licensed A SIONAL ENGMEER uMw Me laa al Me SIaM1 a1 ......MA 910 I YYX MVRM. PE Dw Lk�ee wo. OVAUTT ASSURANCE/CONTROL 900 9 el a 880 �I + I^ PROJECT TEAM DATA F r Ui99MMDk YRI a a+� 870 Duw36 Eu ROIER Xln x1s-H1w 13 4+00 MDET 13 of 23 EAGLE VIEW ROAD 950 I 950 940 940 MH 7 STA:1+02.76 ow-.0.00 MH 8 EXISTING GROUND 93� I RIM' STA:i+M.01 OFT:0.00 MH 9 MH 10 930 INV "'.. C'31 (NE) (W 916.56 _ STA 4+1i.27 STA:5+8231 INV WT:900.21 (5) INV IN: 900.57 (E) OFF:IPOR FINISHED GRADE MH 5 INV OUT.M0.47 (SW) RIM: 912.86 INV IN:901.73 (NE) RIM:913.72 INV WT:90242 (SW) INV WT.901.63 (W) 920 I _ _ 920 910 CRO55 STORM CROSS 25' MIN. ��` 910 COVER _— —STORM 59L5'-a' CR058 C900 PVC 900 WATERMAIN 171.2' of 8' PVC 900 102.8' of 8" PVC . ' of B" 266.2' of 6" PVC MR 35 O 0.403 MR 35 O 0.40% MR 35 O 0.4 % MR 35 O 0.40% 890 I1 I WWW> 890 al 0 880 0 o 880 WOE + . J <or 870 oiay� 870 e 'A m _ o be i NOTES: 1. THE C0NMAcT0R SHALL CONTACT ME SEWER AND WATER OEPARMENT 24 H"S PRIOR TO / ANY MWC SEMER/WATERMAN CONtECTNM. 2 HIGN DENSIY POLlE1HY1FNE E%1RUOED C IV. (HOPE) ADX"NG RINGS ARE REOLRRED FOR ALL MANHOLE STRDCTIJRES 3. SMITMY SEWER MAN SfI&L BE NSTNIID PER CITY OP CHMHASSEN SPEOnCATONS h DETAIL PLATES 4. WAIFAMNN SHAL BE N37A PQt CITY GE CHMHASSEN SPEaRFI TONS A DETA6 PLATES. 7 5 TYPICAL LOT SERVICES SM - 4" PVC W_WNT WELDED SOR 25 (SEE DETAIL 2001) WAT - 2' TYPE W COPPER (SEE DETAIL 1006) @7m N / a 25 M 100 / SCALEIN I'IDET ® W / M CONNECTION SERVICE TABLE BLOCK LOT STATION' IE" CBE— RISER"" a 1 24SI05951 916U 6 4 2 50 MM S,6MV 6 4 3 73 9E651 916M 5 4 4 SO 90561 916 5 5 1 141 901.E NS262 3 5 2 181 SINK 915.2a1 3 5 3 185 R166 9150353 5 4 213 91110 914 2 5 5 M9D2 W 914377 0 6 1 9D281 913 0 3 V 90291 91347 0 fi 3 5E 9OJM 913501 0 6 4 72=11 W3.61 0 7 1 1 Bawl913691 O 7 2 146 9034 913.M a 7 In SW M 91377 0 7 4 94903M F3636 7 74 M15 W361 a 7 B Roof N3R1 a 9 1 NO R266 91431 0 0 2 222 9N12 W4 2 e 3 1R R104 9151 2 6 4 1] WXU 915 6 5 15110156 915 3 0 6 1P QN150 915478 3 t 7819M731 916 5 2 59mv 916 5 9 3 M 90 M 917III 6 m612 SIT 121 B 5 35 MN 917 7 10 1 25 90663 N7DB2 7 1 2 590552 SIT 27 ] 10 3 9290630 917.N1 7 10 4 619.11619 N6717 7 1 "" 91655 7 • SnMerY bate Vrye S1mm (Fmm LbeWirteR W 6erlery SeNde Inert EM�wI '� OR6 Ba Ele4Rm •� Rawer L11ON Oc:el LeV , W V44 31. VeaX! HbW • RX 0.707) 950 950 940 _ 940 EXISTNG GROUND 930 930 FINISHED GRADE 920 920 910 910 7.5' MN. COVER 900 C900 PVC 900 WATNMAIN 890 890 880 880 870 870 _T 46 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 eum 612.758.3099 EAx . alliant-inc.com En w J LL 0 cc a 0 z Q z (L a z_ Q LU w J 0 Q CC 0 0 LL 0 _ N (0 w V) LU Z z N w m in OC J >. W cc IL a a J F W < z Q LL N oart"Y mm mi. Pia.. .P..re6Y ;r� n. rvP.or ,e... a ,parGirl aup rrbl.n and Mal IY OEE33I0NAL nINNTLR under M. 1... .1 me St.N .l INNESmA .0[ N.Y501. PE on. U..w N.. QUALITY ASSURANCE/CONTROL DONGNEO: NPR tMAwx: Eu .Ea et: 21.-ol. 14 SHEET 14 of 23 u vv 1+w 2+. 3+00 4+00 5+00 6+00 0+00 1+00 2+00 W W H W I J a _- a � / tj EDGE DF / OC 9 2 1 IN ALL 3DAR�O9ATILE 5 4 3 I,cDAN/LECTII Ell- 6' 5' IK3' 2' / I,VA, 4 5 p� '� P CBMI 209 L 2 5 v 2 34 4 � O CONSTRUCT A m Iyp RIP -RAP TOP EXISTING w J a 12 CY CL STORM SEWER p / CBMH 300 OL p CBMH 2 S O �Y o _ 1 o NO�I H fll8 d \`\ p 6 CBMH 400q- �DA17p F [' 0 J RIP-RAPARTryVCV U 1 CONSTRUCT A RCA 6 LA - H 2Oy,- / - 12 CY CL3 j� TOP EXISTING W/ . -t6 `F�5 200 / STORM SEVER T Z E D C8 204 ,,� `N OC TT N O1Q10' - DR/9nn ��FES sos` / a 102 101 T 3 V Lu PES 502 RIP -RAP 12 CY CL3 2 N Ole 2 5 SDI c 210DRAI ti = 6 r W CB 212 � cr 213 0`' /� ID W, GB 21 I i W 216 y / u) - 4•.DRNNTLEir W<' _C9MH 215 N 4 I may! Iy 0 25 SO Tr c 100 D SBA` IN t D STORM SEWER SCHEDULE MI v.DU P.SUOPE MOPE PI FROM To I RIM I STR. GAIT M" MEOM TO Dpq s N LFNOTH INVERT RNEM Flit/ TYIS TYR R m NN 1M 0 am JUTE 44tl @SO mrm 911.m 20 R -VB SA ®NNm m a %m laE ox ma meb 91xa a 0.THlA a6 NO NO Q Im Nan I IN am. @IT Y12m tl 0.]91 !R MN Im Al R 1a NNE 1..T NMaI m<.A W2M Ra ItiYIL ]m CFNN I01 iEHm 12 Im d ImID Na. @m R.m tl AI In xb ]n rs aw NFE na 9m.A NN P, ww n R4Lx am CBNNIM 2N u aw HOPE um meN mlp 91a3. tl RXaG. (p 2,4 ra n an Ban No EOI.N 9mM smN r RAmL9 am NR 20 A. 15 OD HERE I IAo @M am" Mae o R l IN G8313 NN210 I2 Ow IFPE mo m1.m mTA Yi1.m P RNO am llt TIO tt ON BORE 2Im ma. maz 02% xA RS®A I aA ac b 11 i 1 OA i JUTE '.. 7EJI M m @b 51206 o B`mGA am 9R CBMX Am 12 ON 1 BORE RIN .11.. ... BUS. 27 R4aa SA 3R 3E tt Otl NONE Nm ... 9mm Wan b ROR" ST Ma3q p I t.b I ROPE nl 9113E Fltm Raw Tm RSarN 3A o5NNA0 NNma n 1.n I JUTE Nm aHm am. .4m tl RSNiN IN ]IS a%1 R Tw I TOE mtl vvw man W.a tl ammo aA an 1$ Ow MpE EO W. @m .1m am RamlLa am aDMRN9! 1T 1m JUTE I 11a.45 amm amb 911.9 a RadDA 70 CBMIN ffi nt N am BORE Ta MI M. 9129 0 RSA 9fl Wml Efa]i L 1m RN 42m @N @m N15 tl RImIV so NN YY vpN maM o R3YIV Am %I.A maA ! RSa/L P£a aDam n am RON Rm @m @m Om Gm a@ TI I.A W, IDm Omm @m Om EETAI ,V NOTES: 1. HIGH DENSITY P0.YETHYEENE EXTRUDED (HERE) ADJUSTNG RINGS ARE REWIRED FOR ALL MANHOLE STRUCTURES. 2. INSTALL DRAINTIE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232 FOR PUBLIC ROAD WORIL FOR PRIVATE ROADS INSTALL PER PLAN LOCATON. DRAINTLE CONNECTIONS TO STORM SEWER STRUCTURES SHA1 BE -2.1' BELOW MM ET£VATIXN AT OURS. 3. AL INTERSECTION WRB RETURNS SHAL BE B61a {. TE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STHUCN BY SUPPLIER (N.T.S) VADR WALL A CONSTRUCTED IN HOLE FOR 24' RCP DE n 8Y CONTRACTOR ELEV= -T ADDITIONAL J4S X 4'-0' LONG MEN WALL IN - a0- WNnCE EL 902.00 FOR 21' R H o 12- HORIZONTAL A ELEV= GflATE 90J 50 i. Y 12 GRA VENTCAL INSTANMEfl LL WINNER SECTION A-F PRE -MIXED fONMCTE BAFFl- wA! WATERLESS INSTALL PRE -MIXED WHEN FEA9BLE. SET INVERT FOR OUTLET SEALANT WATERLESS SEA -ANT PIPE BELOW NWT TO IMPROVE PIPE ALONG WIN AONG W IR WALL AND COVER AND MINIMIZE SOPE AROUND WALL AND MH MH UNCTION TO SIMMER, JUNCTION TO PREVFNT LEANING PREVENT LEANING 1 6r EI£V-905,99 2R.0' OFR 1? GOP 2N 6 0- ORIFICE EL: CL-5 O 1 ]9r� ELEV: 900 -6' MIN. LL- EL T- MIN. SLAB HIONNESS 6' AGGREGATE BACRFlLL/ VANry OUE 7 (MNOOT SPEC. 3149H MOD.) OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL STORMWATER REUSE IRRIGATION SYSTEM DETAIL (EXAMPLE) 1c: y_�j�t4�Me t----'1w '' ze.—z= n�x041AI@DDMRAI4L9�R Me wx nw�I 00 0 ,' m K 0 0 A ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN 612 758.3099 FAX v .alliant-inc.com J a Z J a O m CL W Y F W cc w N a N a � F a J Q W O0 a Z LL in u IN .eey <eTly roP ms epec f[al en [ 'Ian nPe^ ^ pnpo[.a er — e u a^r my e [n.[e ,.v. ti.=n ena r m ry ...NJ PROFESS ON.L ENGINEER una., IN. v 01 111. Slal. 01 MINNE50T. MARK R. p,C PE Got. OUAUTY ASSURANCE/CONTROL IPROJECT TEAM DATA DESIGNED: MPR pp . ELL PROJECT NO: TI6-0199 15 MELT „ of 23 1 17-71 3 4 5 6 BL K2 rApm WGAn mw n' R-e r4 a 9-e \' 1 OUTLOT B � v QI- E SUSAN4DRIVE —°-- 1- 0 25 W 1GO IN I'ElT WEST PARK DRIVE HIGH PT STA: 2+20. 0 HIGH IT I4+1431 HIGH PT ELEV: 912.88 HIGH PT EIIEV: 91272 d50 PM STA:1+95.00 PM STA 4+1C33 PN E VAIZ76 PM :912.76 950 I K:14,28 K2 .95 Lv0:50.00 LVC 0.00 940 I �? LOW PT STA: 1+19: 6m> 930 I LOW PT E1EV: 910.55 I 930 PH STA.1+30.00 _ SnNG GROUND PM E .910.16 w m K1008 mn LVC 60.00 + 920 ain A n �o o IT n E EINISIED GRADE I° 920 _ - STA = 5+11.21 m EIEV = 912,25 0.50% -0.59% 0.505 4315 -027--T� 910 ----_ -1.95; - 910 _— zpgzTA5+0454 EIEV = 911 74 900 ETFv §7276-.. .45% 900 890 ( 890 I 1 0l 880 880 xm by w uIo j + m' 6 870 min, Q 870 O 0+00 1+00 2+00 3+00 4+00 5+00 6+00 -' 0 - a - o , iece p '✓i•� • 1 ry o — 3 4 5 3 2 5 �� I+ 4 T eL K4` LOC mm +o ALLIANT ° o 233 Park Ave S, Ste 300 m R612 raG o E Awxc/ ,, / O Minneapolis, MN 55415 L _ b RAMP s• L J. i o 612.758.3080 MAw MArw Ex _0..13AIa0 rvol•1 N M12 m� `c4 U, 6•mNL\ \ i 6 612758.3099 r.s www.alliant-inc.ccm o e �� 1 rn 1 SLPIIgqmmTA91E _ Irev raw. A61E- a axge7GUT1En.. E% bW- �'\ A J, T 2 f TIE11 Q 0 4 \ IT N 039 ti 'F1L 2 b ,I e O p Lu BLUE HERON DRIVE LL J p CL HIGH PT TA: 1+35d10 I HIGH PTIELEV. 91520 ~O 95D PA A:1+60.G0 PM_ V: 914.91 LOW PT STA: 2+55.27 950 Z w m Q I 17.m LOW PT Mv. 9911.90 z L :50.00 PM STA:2+37.80 N Z PN EIEV:911.80 K: 9.99 Y f J 940 Lvc 4s a0 I 94D Q w J a _ a a r LLJ m ETOSTING GROUND Ym �' _ W a Z cc F- 930 - h - - I �- > I J- ,�_ i u LL fn a FINISHED GRADE u I n.r<er camp In..... a. npmp / cvl'vn, r par, 920 e " 920 ai..°na :'„by Mi n and IbW I 1 I STA 3+62.72 a,a a e.ry U..a..e P.OfE5510NAL ENGINEER unEo El-EV = 912J1 M. la=a a1 me smla of MINNUCHA 910 ---- 910 Mvx AAVsa, ff 900 - -. - I 900 MIAl11T ASSURANCE/COIRRGI NY nx DATE ISSUE 890 890 4-1W-n arc sua.rrAl e-an wArEWWm ORWMrs e- 17 arc WE-'ur & sl al �I 880 a� 880 xwoo wo u +o tee= h + a* PROJECT TEAM DATA 9EL0@ W B7D 3 JF Va~I UN.. �F� UN� 870 YIGVII: gp,rELi NR I16-0lM199 op - - 16 - 0+00 1+00 2+00 3+00 4+00 slime 16 of 23 \ / ER8—EDGE B1iFVE 4\a r 77 x' O +a 4BLocK'9 j 513 o e 6 SL K8 BL K7 5 - 4 3� / 2 6 5 4 J ory T� I( g O i N O I 2 o �Iglr�..3-, 4 aON0 AS 9' K � / J v Tt�, 6 aA t8 D v1 950 =!Lill 930 _ STA = 0 W.W0 DIV = 914.92 920 HIQI PT STA: 1+27.52 HIGH PT aEV, 916.60 PV STA:=+05.0 PM E V: 917.39 K: 32.51 LYC050.W 910 900 890 i of a 88� d •` =00 mom 870 ul� Z 1 0C�5 4 1 5 I I 1 I B'IK36I 4 Q S 1RAL / m b _ N O p �r EAGLE VIEW ROAD a O HHRI PT STA'. 3+56.W HIGI PT ES£V: 914.09 PN STA:3+73.80 9SO PN mv:913.88 - K.21.W - - LK:35.00 940 _ G GROUND m L PT STA: 4+32.94 LO PT ELEN. 912.79 N STA:4+16.80 930 �RMSHM MADE S I 920 ` ,-- z.GDz -1 20R `;"m 'w STA = 5+98 % W Mir / ELEV = 914.29 77 910 STA-= 5+0.29 - - - - 913.W -- 900 1*14= ALLIANT 233 Park Ave S Ste 300 Minneapolis MN 55415 612,758.3080 AIAa 612.758.3099 rwx www.alliant4nc.com fn J FJ F 0 S a ¢ _' 0 SY � H a w a g IL a a In i W ¢ z J Q Z U. w W N 77, [.Cif, Mot mb pbn. ,,floonon, or r o4 . or pnGUM by m une., mE m.M auwmaon Mol I o ouly U..n..a MN SSHM& CNf.MEER uv .w M. W.. n1 M.... of RIHXESOIA YIJIX MUSLX. PC OUNM ASSURANCE/CONTROL n am OATS ISSUE Y1P1] = 4 X 4-sn wATem® 4AMEIIR FA-1] ISfT IF-91®RTEK PROJECT TEAM DATA oF.MMR 1!M oRwwx: OJ PROJECT X0: 21C-01M u+w 1+uu 2+00 3+W 4+00 a+eu 5+00 17 9Xm 17 of 23 - V - --- i, 8612 ChG ' `START 5' - TRANS TO �s SURM 3 7o U m O /e� \b 16.00 Q1 OC\K ` 4 co • jj WJ SURMOUNTABLE ChG • Ik ., Q n m q B612 CdvG W n START 5' I B618 C to TRANS TO 5' WA /-RAIL t2Tall C91].09E s. s' wALx/n1uL PED RAMP TC918 �T916' � START 5' 4.] START TC)91 HE 86 PED RAMP TRANS 10 1914,6g PED AMP /a T! 12 O G SURM 8812 ChG SC9 �6S 'P6J� 916 BLUE HERON DRIVE -L. #35'6 �t SAW JTI P W�074. q�O ❑ 'Pin �+ • • • SURMOUN W 9 C917.15 I START rytl 1❑M TRANS TOO - STARTW p` 01 SURN TRANS TO 86/2 8612 C&G F Q TG SG9\S b lI IT >001 Q WATERS EDGE DRIVE / EAGLE VIEW ROAD NOTES: 1. ALL MRS AND SUTTER GRADES SMALL BE AT A MIN. OF 0.5X 2 ALL INTERSECTCN CURB RETURNS SHALL BE B61B. STMT 5' TRANS TO 3. SEE STE, UGHTNG AND SIGNAGE PLAN FOR ALL STREET SURM gi, , 9CN AND UGHVP LOCATION6 g } TC912 4. SEE tltt OF CHMm1 H/SSTANDARDBARS FOR ALL OETaH S. TC912 _ N 0 10 20 40 SCALE IN FEET WEST PARK DRIVE / LAKE SUSAN DRIVE • E1 r r ee � ♦ « s - e it ° ' o -A TE r,C - - 101 0E • m i '.rimer eee , '• ♦ , ar Ise - 1 op APPLE TREE LANE I WATERS EDGE DRIVE V — 0 20 AO 80 a, SCaln IN F1]ET I LEGEND Vas EXISTING TREE TO REMAIN �$ EXISTING TREE TO BE REE30YE➢ e sesesese. TREE REMOVAL 1111115/fET3CE TREEINVENTORY T x M Cadman Marr lade Ns. IYmar %1 3e Are" RED QAB A4Itc 903 MD. IAmus x 904 8 10.0. Aar RES 9 liked. Aar 906 U W.O. 326xseeoad Tifi.Arneri. X9 13 Ne. Pima x la Bleb Walnut Ju s x RIO la Made A2r 9111 URea Pine Pinareenasa x 91 1391ark Walnu[ J,Iel x 91 14 we,k wanut Juglamniva x 91 12 Nae wend m x 91 u NaK walnut Jisan sn x 91 16 a Ar x 91 W hisple Aar x 91 a meor, AORr x % 11 Ma a Aar x 92 1261ad Walnut Ju ansin a % % 12 Rlah walnut Adar, yi,na % 922 14 Rlah Walna AIars melee Is 923 12 NAck Walnut ju.1ansrapers x RU 1291Aek Walnut lulansni x 926 091xk Walnut lulansni x !3M 10 Neh walnut JuRarism,rei % W7 09lade walnut lu r ni a x 11 91Ph Walnut Jississins m,A % SM M Nedk wane[ Jutsy, ov x 990 12 RleeN Walmrt Arlarem,re x %1 0 Neel walnut x S2 19 Green Ash Prex?nuslxnns vanlre x 933 1e Red Pine Ptnaresi. x 914 13 Rea Pine Pinaresmosa x 9o, Elder Aarne ndo % Green Ash rralnus nnsly.m. Green Ash rralnus ms eem.Na[kbe E Rod deer Aarne nde Green Ash Primus Ms vaNa xCnronwaod lusdelm,fies Xs u[e Per. Geec ASM1 haFrs ros rtlo A* ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 diem 612.758.3099 rwA www.alliant-inc.com J u. a o Z a a � C } � m Q i O Z (n F Y F z = 5 > a N a z i J W W W a Z cc LL I I neMe . 1, dial ml. Pwn. "ali. , w re orr sm. premiered ay m under my dlrml eup.mel- end Well I u duly ue.as.d ....E551ONAE ENGINEER undr IN. l— or We Sale of IshNE90EA YM! MUFTI. K 5 IYmse No. oUAl1TT ASSURANCE/CONTROL n Den DATE ISSUE OESGNE.. YM DR WN: ELL PROJECT NO: 21"199 20 9NEE7 20 of 23 I LEGEND — - O� — APPLE TREE LANE — — - --- WATERS_ EDGE DRIVE Vr `awrca _ php N®MN BMg - - - —� - ,Y-W ,-KC 2-TK 1�L 1� 1\/Jt'f-/] --aP(.7 mzN — �-- r � _ � �>� RELIANT w Ctp m.DON N� ...... _T =a+ 233 Park Ave S. Ste 300 Minneapolis, MN 55415 s-Ru OUTLOT E .i --0' B OCK 0 \ \ ti •• 612.758.3080 Yuw J-AMn. _ - TLOT F \ �' ' 612.758.3099 PAx Z •� x I w alliant-ino.mrn a -BE Pil1M u0N uEm �SDa fl e LgleJ Y W IX 1 i wo Yz, mn.v. , . TO RF1pN w SWE 4ID upJ.-�KI (FIE®rt RTIM) nut) w g -� .EEmaw AaA s® re w smE s® '7 .z .,. w .weltro w .u-m, rr..s".,ra mm� . "O'l P j 4-As(..) a `• � - 3 1 1 I � q � x p I END LA vuENr ® Qi LSDo - I / I m43 S Jro w.oscwE t (5¢BE*uL nus7 dli� 1 >�^ Z EX rBoS TO (��A, (sit PNESENATON D➢N vw:) Z 2-m(n Q' 1 Q fn �i nNEnt AREA It LINN.. 2 se �, sEE IIETK Iws) 1 \ -1 Q O LL w r !r \ \ z fA ILL)2 2 a w J U a Z Z iL SEE 9IDMB NOTES) d m z-ra ,P.cnmcn,n .ANON .,, Is dr'..r.Y As m e.. mr 1-58 um u dully�MUces,.E,a In,t \ / IANOSGPE IS"CC .Mx — � � � � mi i... 1 In. sml. ,1 B 10 u NNESOLA "'s c 1ML `A^(^S s-iB \ oUAIJTY ASSURANCE/CONTROL I. S-JP(BJ J o 'TTl e •: 1 Nu SLO _ BUFFER r//CI B zML o-w r oert a 1. 1_KC \ \ DATE n ISSUE cm sueYrt 2-Sa u 1/ATEKSNED COMMENTS 6-20-17 ,m BE -A AL S TA IsPRO - 3-AP(m) �y p PROJECT MAN! DATA TE HIGHWAY 101 OE516NCp. YK _ PR0.1EM M6. 216-UI 9 Z 1 _- 21 SCALE IN FEET .) Pill 1 sNEn 21 of 23 LANDSCAPE SCHEDULE s$ liR CY MNAME/SOENTNCNAME SUE RBAMIS OMmmry Tn•P 30 ll 4 GemrW UnNeu 2501. 060 StraghtTmnk, HO V-total 11 1 U RC &ipressoMntudyf ff"Tme/Gym ladusdidma 'En mass-1F5' ESUI. MR Strsghn Trunk, NO V-CmtM 5 5 RO Buyer, NM/Betulanigni 2S". MR Straight Trull, No V-Lomeli 13 3 M RE A wNaze Red Maple/Arera(memanli'JHhrYed' Lr Col. BOB Straight Term, No V CmYM1 2 1 i RO RMDak/Duermimhn 2S Cal. BBB Straight Trunk. No V-CmvN Cie fwuW Tee. n m 21 AS a. AusUan Pine/Pima nigm 9M, SM, Full Fmm m 6 I6 AP IS. Austrian Dime/P eSmym NhtW Fall Flow 11 2 Y OF U. Fir/Al balsarom 9hL BBB Full Form 23 20 us.. N]dN9U SPmm/Pima glum dewm 6hL MR Full Form T ] m Ns B, Madhwspmce I Pima Boom densata IFhL BBB NO Nero ri 9 T TA THhINArNamltae eht BBB Full Form UtletamoryTmu 16 2 SO A. ,apron T. Ulz/Syrup mtimlata LS'mL BBB71 Ownp Foam 3 A 1 T 1 PH Peegee Hydrangea/ Hydrwgea Danimlau'GrandiHon' LSe re, BOB Clump Fans 21 4 25 sR 4Wulm Mllhrlm Serykehem/AmerINW�Nra illHa •AM Vnn BriNiwQ BhI BOB Own, F. Shoulde a a2 m lultlooffewd/cmnusserima'Wmi. WhLmnc Min. Smnesm NL specified. 303 MP NLgo PNe/Pmusmep SNeP•ami Camp Lt' )gallon Tpnt Mn,Smnes NF Hep Fluh Spirea/SPimajapprem New Flash' WhLmnt Min.Sanes DAL specNed. 51 SOrMO,uApH/1un�pm. zabiro SmMia' Wilia.mnt Yn Smnesa dia tpecFnd. SR Skj WgNJunior/,wlMmsampWo m3 iRN' O'hLmm. M,nsuroaatnt.peaned. VB CNnpxt AmeNmn Viburnum / NDwnum MbOum 'BYI WM. mnL Rbn.5ra 1.1hLipeafled. >1 L ' EY FpHYer Fea[hH Reed Gfi[/(lfamaOnatli .wflob%ad Neruer 3gal. root 3? 2R Od sW Vella SupemeDwliN/Ikmeromllls R<IY Supreme' IRS. men, NOTES_ I. IANDSGPE SCHEDUIE DOES NOT INCWDE OUAMITIES FOR FOUNDATION PUINTINGS (IN PON BELOW), 2. OUANRnES ON PLAN SUPERCEDE UST OUANrtTIES. SEEDING NOTES: 1�A_ZS W STATE — 1Y ]ti1M. SFIDW6 RAZE To RE 5 IBS/AEPE (Pu E uw =1 m HEa — Y x - STATE 5® AS ] 282 SLiDIXC RAZE TO BE H LNSI (PURE UW soi enF aOPE ..n YN STATE 9ID WX ST-212 3IDINC RAM TO BE 35 IASIAETE (RRE UW 9ID), AFPLv am P[R HEAPPLY 9m PFA TE Em i rwHy WN1H 4II'ED AREAS MIN! S&I TYPE ] (YtlA CFA¶nFD See TO) SRI AT A RAM OF 1 MIN PER ADRE BITION AR XWR$ OE 4ELWD. Wool W. THEN BE pY ANO1Wm TO MID IT FRON BLOMNC AWAY. Y6WC g1 BE ARS,EO FAdI APPoL IS - LLy LI OR YPTINEEA ID - FHEI UP. E XILpGSQAXG UTUM APPNOIIYAI ELY Son ONLMS OF WATER 19E AON_ REFER TO BoSc YB4 FOR An"M NSWIATIDN OFXWSRO-4ID. ALL NATIVE SUMS USED ON THIS PRDECT SHAAUL BE OAIFIF➢ To BE OF WIEIOTA ORLON BY TIE HWeE9JTA ONP WX11flE)rt ASSORSATION HYIIMN DEATH OF 3 MOVES. THE:SM M, RE NNMONE➢ OR RARE) A EO111WND S.SWC, N,D THEN PAGED USING A CU-M-PAU R OR EWYNFNT. $ YMDT'FIDRHB YNNK FM gEFFlm12 YAMT.IB1 SEEDED AREAS BY WAM RFXOpWO AND IER,WONC As M24ARY TO ESTA9,91 A LNR Y DE13 VAR)OF THE 4£6Eo BRAcc-c UNTIL ACOPIm ANY AREAS FM,NI TO ESTAO,91 A STAND SHAU- Y MsMM , NEFEF IUM .0 RINABOS m EHR iM WGETAMVE WXFN W\[A 5 NOT AOII IAT). RESEEDING 9LL 4 1AU. CONED NI IN AREECI5 TO D1EY $PEOFICATLNS TXE CLWTULRIR AV1L REPAIR ANT DASI TO TXE embe AWFAS RESLLDNS FALL EROSION /OR EMPYENT. ME LONTRACIOR 91NL REPNR OALAO: WCUADWf REGiAON4 M3IDING, ETC AS HemsselfT. BEFORE Gp T DAYA(£ MXLF6 REFER TO WIN STATE 6® WAS MANUAL PLANTING NOTES: 1. IISTNL 4 YW. TCP REEL iG NL 4A IfA SEED N6A5 FNE QraOE all RED AIM SEED Na M A CF B, O all PONTVW1F16LL oco W16 PNLB 10 RSTILATRM. S. INMNL L-6' DEPIX I) FAMI .ANT BE `D Wlfll NtJNM M1WT SWCER O` I1L 1R OIL SS 1 ID FRDY OF I BEDS. 4. WOSSSI I 9pL SIV11 CpS6f OF 111 SELECT LOWY TOPSOIL PUT Lg55. PR RUN SWp. 5. THA TRY O.1NV,MEE AU- MX' W AU A PB6W OF ONE YEAR ff(.IIW WG AT AT Ti WE Oi ACfFPTNICE YYE NL NFAILEYEXI$ PRmi1LT US PEN GEL'IECN OF (rAT'(B) 0. HL WTERIK 9WRB CRY ST'IIW ME IAi6T EWOONwAFKA m THE NIFIIXY . $TNIWiO FOR HUN9EIO' SE WR,WFAICW ABayea, OF NUR noyn.N. T. Au )NEE TWN16 9HN1 BE WFMPED WI B0.0WN LNEPE 1NEE WPM. KPLY WPM IN AM ONE µU T 651- on MPoL B. CNL CCVHA STATE CPE Ulf AT 651-A54-CW2 FOR LOGTWO I11 9. LLEMM! ML PIAIIT W1EAlV5. Fa7LONO MTEbIC, IIML 11E RE OE /CfFPIIIRY. It, FOR DU NA gMXB OF TREES UPIpIYL LLVMAIN RUYBIlE55 OF 1PEF5 FOR DURATION O" WMMM'lY pE LAIRS 12 OONTR CTOR OF uP IBIPPOISO N UYIFB AT PROFO'Ame" IO 1AN l t1 SIGN 1 OR TO PAGE F 0.9'JN Mq dowSOO AND OF AR AS. SOO AND SHRUB ARE W'ERME FOR SHATI 9N NN N9U0 AREAS. SCO MND 91RLB AREAS l- EE OI METER OR FO LSE MW YID C R MPXQIFD EOYL RSTNL 3PNNM METER fiNR TED .51NM1 MIEL. CONNSEPAR 'Mf11 GOIEDK "ICH RUN TIMES Xr1. S S4ID AREAS SW11 Y ON TUDED FON6. ZONE SHOTS RUN TMES IN SEEDED bT 2 ARS O R REOULm FOR TIE ew SHUR COMH KipR 1NE FlIST 2 YEARS OF FSTEEP AND M. 14. SLEEP MO WA91 ALL MUKPAAE 911E/CmJIMW .D YE NL OFBR6 RESIATYIB FPoXm IOSFROMOFESPOrme. Is 0ON K CMIWCTOI SKILL eando TE LOlnm/STAM 9a k EI®DX cmNmA SPEL4x'wmN FOR GsmuReEn AREA sLeBEnATpX. • - l�J Y 1\\ ) 2 31T EHIR! WWYEM SHREDDED IN40W000 WLLX N9i FCTEA FAMiIC 2-SI INMI See NS 1 ENTRY MONUMENT AND LANDSCAPE PLAN a SCALE 1'=5' a �IS FIRE PIT DETAIL PLAN x] SCALE t'=t0' LANDSCAPE REQUIREMENTS 1. MdaN®/[YtlPv RFsagfm REWIRFB � 9) TREES. $ ryN]P/ 1M£ CVa1P."A naN PRWmED s 9) 11EF5 2. VNOSLARE RIIFFFRMRn RF RR6R 0 BRUT PLWB BWIEVARp 6 A q`LLE, 1 Rya. mMIR FE MRFFAYMiB B 6 REQ6RE0. NFFFMMp B REgR1E5 15' a 9HNiUR a1EA MM 2 OFI[SIBRY RATES. 4 UI®M6ipt! 1RQ5 I,D fi AMIBS PEA Ip' U. IOTK NNTERTARD B OOIGTH - deal LF. ao N MEAT FOANS IEWBWIFAVM IRED s 14 WEASR]RT. 27 UNDERSIOM. 0 SHISAM FAOrTED' 14 0.FATCRr. 27 UHCfASiCRY. 42 9e61R THE FAST PROgR1Y iK $CyIH1 LE HAI(E 915E1 aH,15 A WED ILSE 2IXC IIEIEiOIE MRTFI A L ti RFOIWED, R1fMN ND C IEWEES M' W. PUR 10 ' LF MIH ] W18Pv TREES. B UHOISION T MOI and" 9 SM61RS PEA 100' LF. Io one- BUEFER YAP➢ L IEHM 2998 LF. K IMPAYID SIMSN£ RETMRIED a 9 DIET6tbry T1EF5. IB UmE18TbyT TIEfS MU R1 SHWIBS mIONEP - 9 URASMAN TREES, 19 MCEI6TOO' FROS• Met 2 9M1B5 COEEA SU6MIlAOI MTE R' CONEEA _ I UERSTMN TREE 6' Cd11EEA - 1 UWE1pTOar TgFE _ PUAN 111NIryEM sHREWED XMV.RbD YVILX OrEIt FS TER FABRIC SOP OYI Po 1, EIXiNO t t-50. Om.) 4-IF INTO -PH PILLAR MONUMENT AND LANDSCAPE PLAN SCALEI'=5 3 FIREPITAND LIMESTONE OUTCROPPING EXAMPLES R2 Nor To scAtF - !tee-) ALLIANT 233 Park Ave 5, Ste 300 Minneapolis, MN 55415 612.75R.3080 AWN 612.758.3099 FAA ,An,,.alliant-i,c coo 0 N z z Y � a W a N z W U I nartly cwllry i i Prep - ad by me aired d.1, ua.. duly I...o PY nKX Xw nea al m• YIXX6GTA (n J F W 0 z a 1n W 0 z J W a J W m U N W g a a a U J N a z Z Z 5 ran M0 plan. •earl or under my on. not I ea ME -die- Bal. of wow SumbeLN, M a51A No OUAUTY ASSURANCE/CONTROL BY OTE DATE ISSUE SIK 22 REm 22 of 23 1 Y..,N •NIY .KNo,2�,.INR vR.ID....l. Y u Y..B.1Kp.Y ED. OKIID&raAPPEO a. PW1 V. STCCKnM WV M4C NE-m S' a ry ® u ��wwysv.mni �[NMOMIM TREE BPAOE SITE PEW + rrrnvwror�afc�.rvoare namm�nWamw YYIO.rLL ..r mx.a.a•rxwda I� NNE %wxOxG EfTnl a. mlf are 1M tirerMgroye ENGINEERING DEPARTMENT 5709 PLAITING DEfALS FOR TYPICAL MVIDUAL PLANTYIGS PEW'"M glMi xKCIE4 N pH�l 6 }1N M KFA1Q KMIK FAlIS1E YNYIY lf1IFR.TRE RNA2 CEOQF.t (� �f R SM: I AIS NAME ENGNEERINc Ic. PlANTOF OETAlS FOR S-14 1 G \ENC\�ECS\S210 CEPARINENT 5110 snE eLOPFSAll Ili EEANIING$ v r5 111 1 1-10 I RE N Q\j11 \SKM\ V 2 I I ••••• W12 �.EOETAIO1 PIgRCM1 OENI�MgRCMI OEfK� ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Nw 612.758.3099 IA\ w alliant-inacom J N J a Q W v0 m 7 fA Y ' IL a a w g a a a N a J O LU a Z Z , n...N. e.nuT mar m,rpm. .war.mlw. w .von d1_1.uwrv.X -d IT o d.1y u.m...Y Lµ05C. E Y .TECT unr M. • 1 IM $M. M Y1xxE50i. Y.M xxNtatx. M N4 M Lkwr W. OUADIT ASSURANCE/ClINTEOL N MiE OATS ISSUE oEswlm: rE pMVN: F PROJECT xD: 211- 1110 23 SHEET 23 of 23 sw 1 / In _J IL I I � •i ;i.�- �I so o u N/ 0 60 120 240 SCAIE IN iEET WEST PARK CHANHASSEN, MINNESOTA Lam• V IULN 7Y Ni" NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 DETAILS 2-3 EXISTING CONDITIONS SURVEY 4-5 SITE PLAN 6 GRADING AND DRAINAGE PLAN 7-8 EROSION AND SEDIMENT CONTROL PLAN 9-10 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS I I SANITARY SEWER AND WATERMAIN PLAN 12 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 13-14 STORM SEWER PLAN 15 STREET PLAN AND PROFILES 16-17 STREET INTERSECTION DETAILS 18 TREE CANOPY COVERAGE PLAN 19 TREE INVENTORY AND PRESERVATION PLAN 20 LANDSCAPE AND REFORESTATION PLAN - 21 LANDSCAPE SCHEDULE, NOTES AND DETAILS 22 LANDSCAPE DETAILS 23 DEVELOPER PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-988-8224 CONTACT: PAUL HEUER EM: PauLHeue1@PulteGmup.wm CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mmusch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 19425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.wm CITY RECEM MAY 18 2017 CHWOSO"fi"Mn WWe ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Luw 612.758.3099 PNx vrvnv.alliant-inc.com J m fA Q J a J a Z M w w cc w 0 U ., a.mo In., ,a Rlaa. ^.mamma. m. mpod was Po 'e by me o a.r my de -rat pmrblon and ma, I '.1a a„" uc.ruw 5510NAL ENGINEER unMr NnI• o, m. W. al ESINA I NI PAI.. PE o•I. E N. oMll]T ASSURANCE/CUNMU Nr "M DATE MSUE PROJECT TEAY MTA DOMINION �. MM F ltllECI'm 21"IM san 1 of 23 N.r� Na<rWt 4.va® f' caNCAE1E 1NNUST awD,Mc Fl iftaW pAM1Ye Mw' 1003 -1-d*D-p S)W. lanlFt slaa.Noera _ _ �eee,4 r E S Y y,°' alm ® CONSIAII[110N Rr ATG CNGM otrmrc ovAWvar "��' ]tOfi laY rt u do ®+'a Tama- ma.Y aia � O1C[f rs'a mI r® Nvi aY �v r • 1+/.c a�+/r mlf u.Nnnt GSnNc ANO ® In.us,.+c oEruL ,_ EWNESAING EMFlIpR -- m,e l SY.rt yw MOIE Y YM1FA +vrf PRW03D FW iM3 w raew... &e Qrlf� rrncu WP1FR $ERNS W+EFAC ®Ilf11dE ��' 1� uo rw� r— W� I MANH0IE GS1WG5 A.NO lD5 OETAL a1GlEENIIL CdMnEll! ~ 2111 Yoy Qnf RAIRD ENO SECTION w0(AY ®MYIIT yei 31M awrY+w �m r nya/Hl e+•. fO� iYa•rw.� 4r.ow aM+ � w+aa a +�• r cut TNNCAL CARE vu+E a.uw.0 Wmi fOM11df y lOC6 NOTE $EE pUM F(M GSTNG YJfLU4E tlG6. ruw �a•Muw rsr a Cw� PLAN ur��1w S mYa eww �}iYY�r} - SECTION bT?Y w�u�v/r/f r S+vsn� ww ar.. - ®f 5TOAY SGTCH eE4v ]' % Y RECT.WQAM p10NF1OY EpMTWMT �c 310'. tvwe'� ay/r /+'• reNarr i • t :`..� � Y.a Oue r trw w.+6—r. �'+. aA 4Yury •..'r ri +f tf— f'f Q' T1pGL aWm Aro wrnR oalmec ovwnloW =3 SMIITARI SEWER SEANCE C ECiICN CE Z Mir T,NGL sw,Mn SEWER SEANCE EMa(WW EAMIIMI 'r 2001 r.vN f m1f nWlcr� aWm ® Mws OIiWYYG mMlltrrt OtOt u Mw ILF n. T+a rWu V•u a' fuY. L S 4 �11f sT.wonRo YNYIdf aEEaamLOV.R+Eart tir 2101 w~w ya-v Y w IIOR sell GSINB ao ee u .r-Prav me rr+a e.Yu.eWY *r MCTION a QR f Grw aW� Y.WIgE rTN sAa piEflOIY tOM11fYT ~w' 31W • AL50 SEE KRFOMMD DETAIL (SHEET 10) mverK �I 4 .fr `rAj :A 9 STFNOMO CUL-CE-SAC y EYE wGL i�f ® aA,-oE-vs MvmWo rrnnlWttr "� SA5 I` ALLIANT 233 Park Ave 5, Ste 300 Minneapolis, MN 55415 2.758.3080 zwN .758.3099 FAx �.alliant4nc.com J � m W 2 (n Y � F = g a N a J W ¢ Z W U. u ,repmnwoa aP•eiltonon,or E-I .uG evlfloe urd 1.III o IWa Li --d PROFESSIONAL ENPxEEa urdr Ma bwa of INa Slur of YINNESOTA NAM RAuxx. rt 0.L Ilwva Ma. awn ASSURANCE/coarR% i y. DATE 6511E p[ap@ YFR pYWM FLL MO;Cf XD: ]te-p10p 2 am 2 of 23 �.M —..�. �:' tee........ ' mill C�NpkIF PE9RHTAL MYEYY ENTRANCES � wm Aw) Wmau�* cuaes } Q fill .I... b,...r T.w1.'- Ain 9.�r�MEmYm MA4man. rrw� y . N . Ad �a•.�f brr yy'—�4w swu }. ram_ o.•n.. �9^� SIIRFT MO 1RMF1C 9OI MSTylATbl eueR.slwrrWN "�` s2n �( wslxwTNW OETIW OIVF9frG LFPMirIxT ~` 2205 dedul •---RE —�. W Ay " M ENTRANCES irl A1X WIN AM WiNgIT CURBS M UWrFFlOr4 W)1Yrrbn 5209 p1Y6pW1A�r �` libei 0ILK wY Mid—C•Y�. fir_ tYw Y1OF �" nO—_��Y�YY Ps><9.•r v.p ®R srArmARo sEnRa E 'ARo s CAslFiac WNnrEM M` W21 r''rcaw mania : 1 •E CATO, R49N BIOCrsc®--' "tea 3103 reN�ns� r w rW ,o.mnL va.... SEWWALE SInEWA1J( WxvsN uwnuort ~ S 4 W Ina'ee.l 1rNlro1 m M —{ udmee �(� a a• we-wNr.cE 0� N, N- al N I- . As .s "`a .. iebb ,- OTIF AMER c=unwrT "� nae 1 All,I re 5!1 ( HIS11 1 I .ilia I g�;: �jl�ili T _— / W Ww,vin vm curs Carl 6 M lid -Qat WENT' R MYO �( PM.flrnln C„M Ramp• Page 2 of 5 N.itEEa "G GEpa311flVf ` $215A i t , li 8 it I yl i -. K q14.A�1 A WIN; v IL ' a.HYNWW AID nun puTmE R M M IOIXf � If MY apr +94}FT� m{( Ped.a .lN Curb A_" ® Pdgv 3 of 5 iN6'laNlb NMr1OR �` 5215a e' Jtp penee..n`—tlo. O'hM1N.MG 9C ♦ � �T� caw wu��'wMrwu wa u.na 5� PUIDFNT -- _ owfmro WWRrIFNr ' A— S305 nil ill 1 111 , 91WNLWGI � TRp nuns NWTWi •'.€ 1 �' Wr 1 ii i< 1 sq}r MI( PeAestrnin Curs Romps ® Page 4 Qf 5 pGemerG aneur pR -- S2,sc I B f PROJECT NAME eRpar owrnwr-. s• amF rN.. KydENT4 9APM9Pr R.6QFR REAR[ NA®f CIXrbR- %.'JE WYBW 6• NYTim CMMI)Clld edua r.-M. yur-W vlwmer ur-sa N9]Y1FLl!1! Yuderna be NL'.FRCS N341(D WN�9 E buy"" CM1 6ou.Mm0 re. votes 9Rr 9W1 MaWbN 6 1b Yn5T5 Al IClIpI MST419p6 bl i a O'be 9Gr SNW 1N\E WIE BbRAtlIXO i �T1O1All TO - .iH Fb'9IX WFU 9GN ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 N=:n 612.758-3099 Eee . alliant-mc.com J Q H O m Z (n Y ~ At g �, d N 1 J dc w a z w cal LL ❑ ...by =.nur Inc, me PA, •,...I..y.n, or n,.N w P..Pe by m under m =r.y dil fuwnlYon end 1nb' I n duly uc.n..d PPOIESSIONAL ENGINEER under in. 1..a 1 Me SiWe of NINNESOTA . xA1®1. f4 C)l r15511RAHa/C0WW Model w mw Eu Feli3=r m 214-01M 3 Sell 3 of 23 I 0 25 So too SCALE g4 FEET LEGAL DESCRIPTION Parcel I Part of Me Northwest Warta of Ue Northeast Quarter of Section 24. To ersap 116. Range 23, Carer County MNnewsm. described as Neemb: Commncing at the narhwest tamer of the Northwest Warter of said Section 24; Nonce on on waned beonng of South 89 degrws 19 mnutes a3 mounds East Bang the North the of said Northwest Quarter 33600 Net; thence South25 degrees 26 minutes 43 seconds boost 128.W Net to a Paint Onthe centerline of Stale Highway Number 101 said paint beingMepoint of binning of the WMeet to be deaed. thence whether, along aid contanins along a n tangential crarem that is curve conche to Me north, mN having a central angle of 09 de,reaa 11 minutes 57 seconds. a radius Im9th of 621.15 feel, an ore length of 99.73 feet, o chard bearing of South 74 degrees 12 minutes 13 seconds Wan End a chard length of 99,52 feet; thence South 79 degree. b mmuta 53 absence Weal clang solo containers and tangnt to lost oast bed curve 163.44 Not, then sauthweataiy along soitl contorm. dens, o tungnlid turn Not ie -.a- to the southeast, said curve having a mMN angle of 19 degrees 35 minutes 53 -d.. a raiders Irgth of 231.67 feet, an we length of 7LM fsm; Nett continuing wuNwertrly Gong hid containers stand a compound rthat is w asgl canceler to Me southal said c rhaving a central these of 52 diagram 18 minutes 23a ands, a radius length of 127.6E M1el, an we Ingth of 116.49 Not. a chord spring of SwN 33 degrees 34 minutes 37 seconds West o drnd length of 11249 Net to the West line of send NpNwnl Worth; thence Seum 00 degrees 91 minutes 33 amends East aing mid centerline and along the West line of avid Northwest Quarter M2.74 feel to Me South Ina of the North 660Do feet of Me West Half of Ne serNwest Quarter of mid section 24. Nnce South 69 degrees 19 minulea e3 ecmda East along of South fine 430.13 feet to the hater, right-of-way line o1 Trunk Highway Number 2b2: thence northeasterly along mid westerly fighlof-way line along a bear tangential cureas Nat is cormarm to the southeast, mM caw having a CnM1d angle of 11 degrw 42 minute W saconds. as radius Ingth of 350.00 fast, an are le,di of 71.57 feet, a chord lowering of North 64 degrees 07 minutes 43 seconds East, a chard length of 71.44 Net. thence chards 16 degrees minutes 03 secmdo East oing said eestnly nffilt-M-way Now end not mr nt to the last de Led rw WCA3 feet; lnnce serif along sold wastely right-of-way Isle along a non tngnlial curve Not is concave to the at said verve having a rntral ogle Ef 17 degrees 30 minutes 47 seconds. a ream lags 1of MLQ feet on rC ingth or 300.0o font a brand baring North20 degree. 48 all nut.. 18 tie East. a chard length .1 298.83 fast to 0. North the of soitl Northwest Quarter, thence North 89 tlegraee 19 minutes 43 seconds Wert along .said North line and not tangent to lost vLenrrw desd 116.26 en feet to the cterfine of Stole High y Numlor 101; thence metheehery dig mid mlelne clon9 a non farm tive al curNat is coal to Me northwest,mM verve having o as control angle of 20 dagr33 minutes 03 seconds, a radius length of 621.15 had. an arc length of 222.n feet, a chord insurers, of South 59 dew ram 19 minutes 43 sands Wag a Ertl length of ni.60 feet is the Point a be,ifems . Parcel 2 Let I, 81. I, Goo y North. Conan Count, Ncinemla. Pascal 3 Lot 2, Block 2, Gatewy Noe. Carver County. Nursemaid. Pared 4 WBN A. 6otermy North. Crvr County Mianwhla. M.b'ocl VICINITY MAP - NOTTOSCALE uam . S If as qy oANra. a _ r gyrrr $ ey Lake Su sa » a5 F . 3 �" a eel 00 0n �w Se'"C' se a 4+ toe, E. Y r`` war, 4 f - & soSdE ga< aw 4w°sl% y err.. 9 N c `>¢'4tin ne 8. r6Ne Or. ® aIznGw a tee4 °. $ Fg.1. .r E 91 �b W v* fy amgc $; a,eamN`, � N NOTES 1. ip&'aarvev aria lase pmpe,ly oeacnplmnsnoen here on are Lard upon lllsl.00nmvml M.1.mnmenl ar ..e mermnre p.epa,m o. sle«an none cuarnn companv..�le no mpeo.vzxa. ealeo rvo.'emx, x. zos. 2. Me Ittamisrs of uMrp,aus NJNes are eeprue bases on inb,melion ham Gopher SEl One Call system to, a 'Buena, Erne, brale' The mformalmn was prm,dW by a mmN aeon Marvlable maps. prePoosdownsmemy rtmds ano 4C kvnons velum mry.W he exact V-1y all ud1Nesi <.';ti'.vl m cof w Enron. 3. Tora.-.- caba beals,snown6tme. on me CanerCwnry CwNinme Eyaem Wes C inaMaare Gna Cuuq 9wrs IM. Wsd on her Mmrasoa CmNinum Syst, SmrtMn Zones. .. 1. Vun EaMs velrrw. ANYsmaeMh 5.T¢ereol MeebTadoweiUd popnly. afi . ERere Iee10, 10.565ams 8. Benchnork Survry de, ruin Nname. Mnrrq lame'MERE ', locale in Reforms Park. Chanhassen on th Lou woo of hown re,hvay 101. eppotlmalely halfa-man souls of Whims Pr, has an Oftereon of 91501 Icel . ere. LEGEND e WmT wosanT e w hm m stems `aaa.n 9=wadwwl a :- l.0 a�.m recent esaw ss.we v save Tam<m ae m.uoa weewa a T.T ❑ car. a- cal sualr or seac, a a perm eN O Em. erwg2 OURNT o muna.s eau marts r ewrc'r is all awns-.4 ro w R w xiswma we ware annoweene seer n reWr taw. RST. w` se MT r umay pm. a ah.v me we en's BEARING ROTATION DETAIL -error 7O SGYE N. f/E ff NW Wstc s4 S69.19•N•c ' 233 Park Ave S, Ste 300 �` Minneapolis, Mill 55415 612.758.3080 Nw 612.756.3oss . ALLIANT Wrvi liantincZrin EXISTING CONDITIONS SURVEY PULTE HOMES OF MINNESOTA Bill GREAT PLAINS BLVD. AND 76D 8 781 LAKE SUSAN DRIVE CHANHASSEN. MN 55317 r save! y «mm' me m. veer.,. dr. r,ma'1 war rm.rea M ire r sae nee drf.a wses,se rnf M#1anaaressamew tench Sw..rar r.ar re law. a ore rare a Mfmresoh. DENNIS e.OLMS FM figrarr Dew, 2p17 feel Der uaemxrror pNWN6Y PF.Od OE CNECIthDBY pill MTE 1991E1) final scut rwa "No. tliM91 SHEET 1 OF ----------- A EGeSx_ \ z ... /� wa, Q I—... '3. �- 115 63 J \\R-222 mRRurff PGP�..- - �33280 a W � r�T � /5xtnn NF �3a'firos• L-san K� x II tr9115T CbTnCIP IJ{ \ .!Y' / 9'./ aeiueG P1161 W Q F 1 1,a,96r53' ��/ •lam ��. ay c-nza _---------- — \�----------- �— GE DRIVE x« .. a° ------------- aI x«. y x eev k-R r }av� -• m �a vA L_. J xo,y Iwll x ;pG .emu •xx� i x x x—dL. x.v..n e un �Aj / x xCnm sn L Fy - � sn.. --____ - _- ...�� X-- 1 % SEE SHEET I OF Z BEARING ROTATION DETAIL - Am ro SCALE N I/E w M1//1 W= 3{ Sa'9'UF /caPKF ¢ 0 I IFyI s LEGEND [)J n �n"'�r =:umm1OV°aioPo aEmwc Al • iflFTYJE m .wqE B1WXOb 96I¢ n—n- 1 mace n¢s morn mn®..00r nu. w. xu ry _ T m Mqp®1 R A70 IIC IK MT V G.A.T xOT. x. T 0.0 )4 efQA 0 25 50 100 N M® l� GaVyPr Ps...ev. aln wrwR / pegvadtrywaoudsg6eu .vyr:,/p.ess/.RaePP Er<nuaew 233 Park Ave S, Ste 300 aR.,lo.-u,ssrereane>m.mrew �` Minneapolis, MN 55415"� 612.758.3080 . DENMS B.ouns,PnO ALLIANT s1z.75sao� EN[ .x.rx. w alliant-inc.corn sire IPrE m.Av taus ose taewraxror EXISTING CONDITIONS SURVEY LME o� PULTE HOMES OF MINNESOTA MIE ISSU® XI5r1, MZ 8601 GREAT PLAINS BLVD. AND 760 & 781 swe t+m LAKE SUSAN DRIVE .berm. teotm CHANHASSEN, MN 55317 naD1 ,l SHEET20FZ -- y-E%ISTINC BITUMINOUS TRAIL WATERS EDGE DRIVE / PROP= R/W OMITS 1 8618 MONUMENT/CWUMN it (SEE AMENITY PLAN) _ 86 / OUTLOT E - B612 Cd:G 5' TRAIL/WALK (TYP) p'S A 22' MIN. m DRIVEWAY - rSTOP SIGN LENGTH a � •:fin ___ {4 j /\ REIDRN$ SITE PLAN DATA (NORTH PARCEL): FULL DEF"H SANCUT REMOVE ENSTING MRON PID = 252930010. 250242420 1' FROM CASTING UP REPLACE W/ 8618 Cd(G / - APPLE TREE LANE XSnNG ZONING = RSFRSINPfANNED UNIT DYF DPMEM/RESID NIV. DISTRICT PROPOSED ZONING = POOR MATa El0 PED RAMP i \ 2030 RAND USE REST ENMI LOW UM DENSITY RESIDENTIAL MEDIUM OENSIIY In MIXED MIXED .lp M PROPOSED LAND USE = NO CHANGE 0. STOP SIGN _-_� 5 TRML/Vfi l \ GROSS AREA .13J AC l —.-p q- \ TION .795 AC PSED WATERS EDGE DRIVE R/W DEDIG0 PROPOSED Tollv 90.00 '9,�' v Y B 8612 DST /�M) TY sG \ j 9 R� 6 E \; R 20' i \ �o PEp \ \ 6 / 1 I�Eiil"NG BITUMINOUS TRAIL I LEGEND: - - _ _- - - - DISEMENT UNE - — - BUIUDING SETBACK PROPERTY LINE LOT UNE ZRJW 0 20 40 NO $CALF IN FEET NET AREA 7.338 AC \ \ NET AREA WITHIN SHOREEAND DISTRICT 4.111 AC PREVIOUS AREA WITHIN SHORELAND DeNTUCT 90.328 5F (50.445) OUTLOT F I6' NODE \ \ I PRIMARY STRUCTURE SETBACM: DRIVEWAY (TYP) \ (-SURMOUNBLE TAC&C 1 WATERS ENE DRIVE - x , T'01cz DRME 75 T- w• IL WON WON E SERVO s• MEN �■1 1 I N IP OW o A FlREPIT AREA �R N 1 1 1 -5' TRAIL/WALN (TON) 1 OUTLOTI 1 POND \ \ SEATING AREA\(TYP) 11�\ DISTRICT NA DISTRICT BOUNDARY S TA TE HIGHWAY 101 _ ]5 I PRNpTE ROM - 24' BACK -BACK { DRNEWAY - 22' MIN. (22--26' RANGE) 03 1 _ SITE PLAN NOTES: I N 1 1. CONTRACTOR SHAu FIELD Y£RTF THEXISTINE LCCAnIXIs pn0 EINpnONs Cf SUCH AS N GUTTERGGRADESEATNTHETOPOGRAPHICSTNG PRO 05ED DRlW*0%YS PRIOR TO THETARTOF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ME O ENGINEER OF ANY OSGAFPAN06 OF VARIATIONS FROM THE PLANS V m I 2. ALL DIMENSIONS ME TO FACE OF BUILDING MD/OR BACK OF CURB. BUILDING OMENSO REFER TO CKI OF BUILDING FOLE (TYP) UNLESS OTHERWISE NOTED. Q 3 REFER TO ARCHITECTURAL DRAWWGS FOR CONCRETE STOOPS ADJACENT TO PROPOSED BUIUDING. N G 4. CONE UOUS CONCRETE CURB h GUTTER WHK:H CHANCES TYPE SHA11 m HAVE A MN. FIVE FOOT TRANSITION ON PRIVATE RHOS. S. AIL CONCRETE CURB AND GURER ADJACENT TO CONCRETE WPL( BE � I I SFPNAlEO 0Y A 1/2 INCH EXPANSION JOINT. 6. PAVEMENT STRIPING SHABE 4 INCH ITE. LL WH c I PROPOSED R/W UNITS L O J. ALL WORK VA HIN THE R.O.W. SHALL COMPLY WITH THE COY ENGINEERING 01 STANDARDS. 71 W 00 1 a. 'NO PARIONG FlRE LANE, SIGHS MUST COMPLY WOH COY ORDINANCE THERE IS NO PA AIIEL PARIONG ALLOWED ON PRNATE ROADS. (\ 9. ALL CURB MS G BE CONCRETE 8612. SURMOUNTMIE, OR T N \ 8618 TYPE PEE A COY STANDARDS. M NOTED, \PLY 0612 C&G P' i� L.•J S mlit Y Rc P n \ O R S I \ N � eR. M12 kg ckc OUTLOT F RED RAMP e \ 9 � 10. STEPS WITH MORE THAN 1 RISER. WILL REWIRE 3 HANDRAIL it. CONTRACTOR SHALL I'M VERIFY THE LOCATIONS AND EIEVATOIS OF EXISTING UTIUn6 AND TOPOGRAPHIC FEATURES. SYNCH AS ECSTING GOITER GRADES AT THE PROPOSED DRIVEWAYS PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEOAMY NOTIFY THE ENGINEER OF MY DISCREPANCIES OF VARIATIONS FROM THE PI-ANS.12 STEPS IN FORMED/CAST-IN-PGCE SICEWAU( SHALL HAVE r RISER. I I IN�' 1 99F 02 ralw (nrs) ✓ mw slv uW u4l II_'I TYPICAL ROAD SECTION (24' B•B) \ CONCRETE SIDEWAU( ROAD (INSETAbe rs _T `R.romi�E.aa she soso ber 41¢+mwuu .m[a o PAVEMENT SECTIONS berm_ Now 46 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAm 612.758.3099 FA% wwW.alliantAnc.corn J W U asix IL N Ic O Z (=I) Z Y � cc g Z a N a g F- a IL 2 LLI Q Z F U LL. Cn a0y art cHo Ma this Plan . •perrFlwlen r Pon preper'by me o eo u my d—o' wmtlon must mat I duty LMma.e PROFESSIONAL ENGINEER undo IN. I— of the Slme of MINNESOTA MARK MOSCH. PE oml. uv.n,. He OUAUTY ASSURANCE/CONTROL e nA¢ DATE ISSUE s-I�CITY 6Uldi PROJECT TEAM DATA DESIGNED: MPR OMWN: EU. PROJECT ND: V.-0199 6 SNEET 6 of 23 !�E]lElll \Ifs \If1TGC. IETUL RUNNING WALL NEW EDDTPwxT ■ e PROPOSED CATCH BASINS ATIN UT DOOR) — > — > PROPOSED SFORM SEWER � S(S'LIT W1.) PROPOSED EASEMEN PROPERTY UNE SETBACK LINE DUSTING COMOUR LOT LINE S NOCK CONSTRUXC EMFNA25 4WL BE PROrDCO AT NL WHSIRVLIKW ACCESS PpMS' —912— RIOP05ED CONTOUR 6. REFER 1p ROIFOR6LLL IEWRf AND WO,IECI MANWL FOR SML CC9E(:TICH REQUIREMENTS ANO TFSINC REQIImEFNIS y, - - — PoGM-OF-COAT saw NIZ. $T~ PRDPOSED SPGT E ATON - TREE PROTECTION UNITS T. STRIP TOPSOIL PWR TO ANY WNSTNU ttL REUSE 5TOCMTIE ON SITE SIOC P ETERS MUST BE PINRCIEO WON 5 T FENL w 1i0 TOP OF WALL E ATIDN DISUNG VEGETATION UNITS ad 11.0 BOTTOM OF %N E AT,04 /.1 6. AND TO STMIING CONSTRVCIX)X. TIE CONFXM:FOR 9WL RESFOISBIE 10 WItE SURE TNT NL IRWIRED PED41f5 U� TREE TO REIMIN (PROTECT) µ0 MPFWNS INK NUEN ORTMNFF NO CG4lg11CTOX ON FABNIGTI N 9 K" UMR THE 0DNTWTOR HAS [ �2.9Ts DIRECTION OF DRNNME 152A RECFTrEO Ax0 TIKAOUwLY REMFAEO NL PINS AND OORA WCWENS AASpMO w NL OF TNE PWRONC NIIX0616 �( y EMERCE Ov£RFLOW RCUFNG 9. IwEDINMY Fg1LWNG GRAUK OF (3:I ON GREATER) SIC{ RCgS AND pRNNACE wNII, W I'M BW6RT ON OMEN MNRT'ED SOL BCBNIIING MEV OO ((AP BY ENtl .) SI BE APRYD DYER ApRNa1L SEED IRMURE AND STATE HIGHWAY 101 '\ APPLE TREE LANE 0 30 60 120 SCALE IN FErT A YINN UM STDPE CP 2WC 2 TE CDMrvACIDR SNNl 11ID T£ ROYLENE ACADAAK FREE OF DER105 AND A2VEM THE OFF-. TRIO'JI6 OF. N RA^OImYME WIM ONE RETIIAEIFEMS OFTHE CITY MA WATTS®. I NGTN 2 STATE ONE C AT (SCO)M-11%, A IRNNS aF50R TO START OF 6ASTRlMIgU. a. Al IWRTYEMFNI$ TO CONFpIE WRX OTY OF U4WWSsET WNSTRUCIFM! $I.W S OFNATNNA LATEST ETNIKW. A MIWµIM OF {' TOPSOL 10 THE GEXWL CCNIRACIW AUST CKTRS DENATURING NµS NIM NL 91BCOMWCIOPS TO N FT NPOES TEWNmEMS IF OEWATO'K 5 REWIRED WRING WNSIRJC . (LXTRACTOR SNWID OONSULT W1M ER190N CWNNL IRSPFL'IW Ads ENONEER TO DETERMINE AwRCP W METIW, 11. REFER TO STURYIIATER I'g1U11CN PREKNIpN nµ (SFPP) FOR AIL EROSION AND sEAMEM COMROL 131 R ILFAtXA% 06CRIRDtlS, NOTES AND CETNLS ING.NNM^ CONCRETE wASHIXR STATION INti1F81C11CT6. 12 NURVI PEMERS ANE REQUIRED FOR ALL RETAINING WNLS . FEET N IENNNT ON GREMEN, AND THE WNIS SHA L RE DESIGNED BY A sTiUCTIMII ENPXRT WHR DESIGN REVEWED AND ARNMID BY PC C11Y RRM TO 9SFAUATg1. 13. A ] FOOT SAFEm RARWG s RECORD AT)a NL w W TAu ON tlEAT R. PAD WDTNS = . UHT 5 MT 1]tl 6 uMT v Pv Lv o- RAv vIN _ i a w SLANG- �E a9xr HOLD DOWN DETAILS ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 XNN 612.758.3099 FA w alliant-inc.com J J a S W O z a J a W J a k CS a z CO p i s IL � N I.- J a z z a z F a W a J z_ p Q u (L a I nener -dily Mul mle ']an, P.eW.Nd'.pa-onna Cr m unae. naI m.M mal one a au, 0-n PRONAL EMGINEEA uneer RSS. ENGINEER Me Iowa of M. $teH of MIHXESDTA Num. RAY SCµ rt DaM1 u— F. QUAIJTY ASSURANCE/CONTROL m DATE DATE ISSUE s-19-n aTr suwmu PROJECT TEAM DATA DESIDNED: MPR N4WM: ELL PROJECT NO: 216-0199 7 SNEET 7 of 23 WATFRR GnnG f101\/G GRADING LEGEND: ,- PRPPOSE➢ LOT NNE A RCPA EE CE f APPLE TREE LANE 1 9l RS " 3 4 (HOT 9FPICCIFD M RN! NEM PROPOSE➢ OMpNG iCO1R6Ni R REM PAO f1EVAlIW SJNAf£ i1MY1 FPUR NIMtJI SPECIFIEDUNITS1"E ((SApiilOt S) STEPS AMDKI1ACARACEM gNYEWAY gLPE EKSnNC CONTMM —912— PROPOSED CONTOUR J A1244 gAY PROPOSED SPOT EL-EVATION 1111" TOP OF WNL EAWATKKi BR 110�1 BOTTOM OF WALL E ATON �LL99X DIRECnON OF DRAINAGE y EMERGENCY OVERaOW RCUnNG TETNNING ,AU - PROPOSED CATCH BASINS —>—>— PROPOSED STORM SE9IER - PROPOSED EASEMENT PROPERTY Y LINE III - SE AED( UNE - LOT UNE — - - — RIGHT-OF-WAY - - - - - - - TREE PROTECTION UNITS EXISTNG YEGETADDN UMTTS �/-��) MEE TO REMAIN (PROTECT) W52A i` ALLIANT 233 Park Ave S, Ste 30D Minneapolis, MN 55415 612.75113080 MAIN 612.758.3099 FAA W .alliantinc.DOm J W U a a x F- x O z_ z a J IL w a z 0 ¢ m 0 z (n z a N a z_ F- a J O W < Z_ Q M is U a..7 .■,Illy INu\ Mia plan, Ip"ill<efio repml v p repered Oy m undw my di —I ..1—Nion and MT I mm u duly U-3W PRGFESSIONAL ENGINEER unMr IN9 l— of 1M SIB. of MINNEX A YAM RANSNI. PE Oalr Il — No. OUAUTY ASSURANCE/CONTROL B DATE ISSUE 5-19-1]ICm' SIIOYIRAI PROJECT TEAM DATA D6s5x50: uPR OIUWM: FLL PROIECi MO: 316-0199 8 SKEET 8 of 23 �z O 30 ERO 120 SCALE IN FEET LEGEND: —,a,—AgPSED COMMON _� DRFLIM K YW W£ • — flCV6ED GTOI 81916 . NMO4D 4pd SEMEP - � FA41EJiT RCrtR Y UK Us. TIE RRNI{ -MT O EImIW TREE TO REMAN - 1TFE AgIFO11W Wls PRE— S — PIpET�p SlT iOIZ (qE piEOY') .� Ydr � Y .� ACNSD SLT EOIZ (P,bT OVDPn) Q NEE PPoIIECIpX lO NDT OBTRW NEAs ADND /� \�IJ IEWORMri WNUS RWINO GRslc ws wmc NO( CObMCIbN Dlnl/IYS WATERS EDGE DRIVE s�3IM� s 1DND-„ _ _ --.— APPLE THE — 1 S z L ll 1 v 1 N f � o m low-, Nall At al mma - 0�1 SEDIMENT akall Rs 1. 9LT FENCE (MRDOT 34111B) µTI�RF --G QWTROL 1. 2' CRUSHED CLEAR ROGt umu 1. STRAW/HAY 2 CURB Los (IUMD OEMELOPYENT) MnDOT TYPE 1 M SSIN! ]. R0G( WEPER 2 ER09W CONTROL BLWIQ:T fM[1YE Y� MIYP{ EQY MrDOT CAT. 3 1. NUT CO ( ocT P71MlEGOE e 1. NMCD TYPE A e -YX 1. (DAYSMFDOT-10020-1 DAY STIR (OATS 2150 i HYORQIULW WNDOT TYPE 5 2 AFE STORM W LYIIRT STORY DYPE STAaTW) 2 Yn00T-150 (i-2 YEAR STABIUTATW) ( M TURE REINFORCEMENT MAT SILT S CN ]. SILT SACK (MnDOT TYPE A) A) 4 DANDY BAG (MnDOT TYPE D) PEPNANENT SEED MIX,%TePU7A1RgN SC250 NORTH AMERICAN GREEN OR EQUAL-MNDOT CAT B 1. MnDGT 270 (RE90EHTAL TURF) 2. SOD VICINITY MAP SCALE: I"=3000' -R.PIM Oil, ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612 756 3080 MAN 612.758 3099 FAX vmw.aIIRDn(Inc.com \ z 3 < Esi !L W .. I F•nb1 -d", Ilot Mla Plan. .p—INFalion, or npotl CONSTRUCTION SEQUENCING: 9� and I' NOTE TO CONTRACTOR: cy-1 1:1; NT.' TIE MASS GRADING CONTRACTOR IS REWO SEE FOR INSTALLATCN OF AL EROSION AND MASS GRADING PHASE: c euq Al IE ..a ENGI.I. o u III. CONTROL SST MANAGEMENT (IMPS) AS YE AFT W THE RAO I. STEMPORA CONSTRUCTION ENTRANCES. 1...1F IN. lo.a a! Ma Slal. of POST piADE BMPS NEEDED AFTER TRUCTI MASS TA PST GRACE D GRADING SUPS PREPARE AN AREA 2 PREPARE TEMPORARY PA00NG AND YINMESpTA IN TdE PLAN, IF ACTF ME TO E A MINIMUM IN TIE IF TXE UPS ME TO BE INSTALLED PRE-(RMYIG AT FENCES AND INLET BW. W THE 91E 1 INSTAL FORCES AND UP SUPPLEMENTATION TO E T SITE N OR WANTONS N EA09CN di CWpnWS SFDRQ(TO L CONSTRUCT NE flE-IAApND FA09fM NTARONPRORECREMyCO CT MASF, NEECWN MAY NECESSARY. THE TRACTOR IS OR A11 ALL MASS GRADING CONTRACTOR IS RESPONSIBLEQUETEM .WD PERMANENT SEI1WG AND ft.WTWG S COMPLI YA4 DRAPING AHD INSTAL TEMPORARY PE MANENT BOUND yyW RAyypl pE MA ROTATES AND 41B9:WFNT TEYPgiMY MRS REQUIRED O THE MASS VR REWIRED i0 COMPLETE ON TMEART & C(Y151RIJCT PC6T-(AADMD ELT fFNCE W 1ME 91E STABDING, N SSAR TO PREPARE 91E ND Sol- RE STE AND UTUTY CCTORY GRADING S THE G VIOR AND SATISFACTORY 91E SpL HgAE BVILOR. AT ME CCMPEETCN MASS GRACING SITE HOME STREET & UTILITY PHASE: Dom " "' TIE AS CONTRACTOR 9LLL1 COCI0NMC TIE AND YA55 CJUTO 1. I16fNL 5STRF SU ERS, CI(HS AWN (iITIF1iS TRANSFERnON. T E STREET TRANSFER 6 HPCES F9UI1T AE�ONSBlll16 ro THE STREET AND unun CbITMCTaR AND PERMIT RIFRAP, AROUND t INSTHL RIP RAP ARWNG WHET STRUCTURES. Wum A$$9QENOE/COMROL TIE Cltt. J, INSTIII INIFT PRDTECTW AROUND NL $1LXN Yr.ER SIINCTAl6 •' PREPRE ASTE FOR PANNG ME STREET AND UTUTYCONTRACTOR AND Ott WLL SS TIEN ASSUME TIE RESPM4BIUtt To PAYE 91E By DATE PRONDE INSPECTION MD MNNTEI OF ANY IN -PUCE BMPS AS N AS INSTAII T2 G. PROTECTOR OEMCES IINSTAU-NSTAL AWm01UL BURS TEWWED IN ME STREET AND UTIUtt CONSTRUCTION DOCWEHT SMPPP. POSNUET ANG UTUTY FENCE ]. UTUTY 7. MTE ISSUE UPON CpREFRON OF STREET AND UTNTY C6lSIRUCTON, ME STREET AND UTUTY AND REMOVE AL- TEMPORARY AND SEDIMENT CCNTR0. � X. ALL TES YIFI] C11T SUBYIRAL CWTRACTGR 91ALL REMOW ANT BMPS INSTALLED WRING THE STREET AND UTUTY PHASE THAT ARE NO LWGER REQUITED MY CWNpNATE ME TRANSNR OF NPDES PERMIT STASU D) IF (PERM IF SITE IS STABIU3E0). F PEWYED BY 1XF CWIRACT (ONLY REWCN9gUTE5 BAIX TO TE C OPSR OR TERMINATE THE PORTION OF THE NPoES PERMIT TRANSFERRED TO THE OTY AHD TOUR CONTRACTOR EROSION CONTROL RESPONSIBLE PARTY: GRADING ACUITY PULTE HOMES 1. CONCRETE WASHWT IS OWE BY ]SOD OFFICE RIDGE GRCIE. SUITE 325 1RUIX WTH A MOBILE WASHOUT EOFI! PRNRIE, MN 55344 SYSTEM PHONOED AND COMPLETED CafTAL7: CHAP ONSGARO BY THE CONCRETE CWTNCTVt P11: 952E229-0723 EM: MMO.OnagOlEOpuaegroup.com SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 7.6 AC sar FENCE 3.317 LF INLET PROIECIIW 26 EA BIWOLL 1I10 W/ CD BANS $EEO/SOD POST GRADING AREA 8.4 AC 1. SEE SHEET 11 FOR ALL FAOSDN AND SEDIMENT CONTROL NOTES NMO PETALS. OF90MFIR IN DRAWN: 111 PIMJFR XP. 31!-0IM 9 sxEFr 9 of 23 WATERS EDGE DRIVE ---DND— OUTLOTE PWO wm m N xi \ P- - - - - - - - - TREE ,Nnf IEW IIYS O TLOTF � rtm sS : REaTi o((PFElaER mG wAWGR) ) INE, armmlw I wDND Go— - � q1a✓. wR m.VMG Z W 1Ir! � RIXM Cpti(RLCIKKI FMIM1W.E OUtLOT-6CP 1 5 � WON m .. \ a2 y+„F � . p. �•T� � An�N r'1 '. 1 , )11 1 , , -yam ♦ \ yB�O W N � • i 920 ~,CP "lti. 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NIEIE PN(5 of 1NE Wt61MC1EM 511E IwE IIMOTWIE INLL SOBPAIKII Bla MR: IFw6 OXNIER PMR M ERE Yd4L11OE 6 TE SI/AIIIB VISAS wr w RaI¢B ro orI¢ PEA Yorax wvE Flax IYs a3N sllsrtmm w ro Flmee OMINO COX01p14 1NE RwMSD F: NB .VL MVxIF: W1f£ Ylhi iMi x/LE AS sow u a,YOF BrrNla Ai TIE sIIEdr, w PRCa ro RP91MN0 EalmRxTlxl. FIQIENFR ILFS Ivsr. POLLUTION PREVENTION MANAGEMENT MEASURES: IK MRR1C1gl 9YlL NPDFNr LIE FpI3MC Po4NNn1 NEwTEN YW.60FM IF nws w nE slle 1. RVo wAS1E COLLELRm smWFxr. A41VLF Wo MNGGEIE YM816. IllxnlYi OHBS. �C �M� CW6TN:T Wo LLLwpN MO YSIES YIaF BE 2 IVSrAJ]I4 W1FAW: BL aaM1BE P.NR NO MY WN6•{XR 91BSU1:05 VAi PE PRMEar slDam, xalnxc sEmwwr mRNNErrt. ro NEwIr 9415. Irvs w alaN owYADE RI rcrFs ro srOBrQ NF/a w5f BE Noun NO fREw+r vxa48F. SIOPIGE Np LBNy1 C{ WA6CI4 S(E YVS! BE x LOwLLWZ Nm IPa REauT ONS 1 COgtrE {L9RMa 6 PTIE 1RIIX BY 1NIIX Nm A YOiE M910a SSIEY NV.II➢ NR RCVFIBLF%Y d Im BY ME rolfRlE CMOwCIOIL N.x6% NNT BE 4WdXFD .w0 SlE DOVSm Cf. I. NO gOrf Bab,daE . xlfMm w 91E d(I am SINE BE . Y X f TOBOXIII YEYBGA .1 TO TILE last YBIBBI M SFwIRE X. G/9fIL. mlTwaus Mlaso TBG No BOROY. FI51pm TO G .fir .B.. 2-IN OX Wx NXI Y N IF X Y LONG IIQIRNNEYl ffO1GB1BE NOOD P052 B REGO. FABIBC A4 191 YWF P8L >�T (IuplNe 91®i XmIOMK a-10" R MG T BJP(Y OF 8OX011 K F/9BL fLM- '_ �B Ran ro PREirN: -NICTpI SINE Coxmucr.1 BwI TO nT O TM NXI sT11YLP1RE lain C IxNn,L TANWCE TO mOES OF IFRUCmri 91 BOX . al ON MV FhN Burly E 6 BF10Y cro1S ONO . FM OF AT . 1. 1- NININ Xar, EASFB.B m.., AWQAlf SILT BOX SEDIMENT TRAP - - EN(2NEmNO DEPARTMENT ws a 5302G I ir. �a..a xW'9a6xFatt eN¢F IrmAwTlw rrurf- Ig` ALLIANT 233 Park Ave S. Ste 300 Mitiewp0as, MN 55415 612.7582080 wRN 612.758.3088 w N .aRIVIHrlcc0m I Bw.ey C.MIy I .P..recaurn, or wN a� p".ror PRa duly D..n OF OnAL En M. 1... or In. MINXE59TA dal III PE J F W Q Z Q M W O Z J O 2 F Z O Cl F W r_ ED W to G a IL o IL J y Q O Z 1L W •nil. plan PaFI . m.•,ny maIMI I .a BNEEN undw .. of AMETTT ASSURANCE/CONTRA By "TEN DATE ISSUE BE9O1@ IIPR PpJFC2 MA 21B-BIM � 11 a 11023 WATERS EDGE DRIVE S TA TE HIGHWAY APPLE TREE LANE wxH:1.l•3 > PROPOSED STORM SEWER ► PROPOSED SMARMY SEWER - PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED SMDARY MANH01£ M PROPOSED CAME VALVE PROPOSED NNRANT mSnNG GTE v&VE EXISTING HYDRANT MISTING WATERMAN MISTING CATCH BASIN IXISTNG STORM MANHOLE MISTING STORM SEWER EXISTING SANITARY MANHOLE EXISTING SMITAHY SEWER UTILITY NOTES: 1. IXISTING UTINIES. SERVCE LOCATIONS AND ELEVATKN6 SHALL BE VERMED IN FIELD PRIOR TO �. 2. MAINTAIN A MIN 18" VERDCIL SEPARATION AT ALL PIPE CROSSINGS. WATER AND S ffM SEWER LINES TO MAINTAIN 1O VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVDE POLYSTYRENE INSULATION FOR ALL STORM SEWER A\C WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS I£SS TIUN 3% 5. ALL UTIUiY WORK WTININ TINE R.O.W. SHALL COMPLY WTni Tl*e CITY OF CNANIASSEN ENGINEERING GUIDELNES. 6. MODIFY GOPHER STATE ONE CALL 48 HOURS IN A NANCE OF ANY URIIIY WORK. 7. PROVIDE TEMPORARY TRKFlc CONTROL IN COMPLIANCE WITH MNDOT -TEMPORARY TRAFFIC CONTROL ZONE LATOlRS-FlELD MViWL7 UTFST REVISION. FOR ANY CONSTRU 1N0N WRHIN PUBLIC R.O.W. 8. ALL SARTARY MANHOLES TO BE 48' DWXETER CONCRETE W/NEENNI R-1642 CASTING. UNLESS NOTED OTHERWISE 9. WATERMAIN. SEIMCES. AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SEWCES SI BE 2' OW TYPE 'K' COPPER. W/ 1' CORP. STOP + 1' CURB ROIL 11. SEWER SERNCFS SHAL BE 4' PJC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON ME PIANS. 12. WATER SERMCES MAY BE PLACED IN SAME TRENCH AS SEWER SERNCES PRO✓pFD THAT A 24' V1]OK1L AND A 36' HORIZONTAL SEPARATION ARE MAINTAINED. 1, ALL CURB BOXES SHALL BE ADJUSTED TO M ELEVATION OF 1 BELOW RNSHE➢ GRADE 14. ALL 6- AND 6' WATERMVN SHALL BE C900 PIC. STORM SEWER NOTES: 1. DIMING UNLRIES, SERVICE LOCATIONS AND ELEVATONS SHALL BE MERITED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18' VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4, PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WTH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 4B HOURS IN ADVANCE OF ANY UILTY WORK 7. PROVIDE TEIRPORNTY TRAFFlC CONTROL IN COMPLIANCE WNH MNDOT 'TELEPOPAT' TRAFFIC CONROL ZONE IATOUR-Fl�D MANUAL7 LATEST REV6lON. FOR ANY CONSIRUCROH WRHW PMBUC R.O.W. 6. ALL CASTINGS; B BE NEI:NAH LM APPROVED EIXIA. P55� i 411 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 . 612.758,3099 FA[ ..alliant-inc cram z 5 IL z ca C Q W F Q J 0 FQ r_c Q C Q � m W z N W cc } Z Q N IL Q a J F a w z a z M N 7.7, c.n Mm .... .7 lonR .PmMp �.r..a Pocnllric.W6 eY my . oa Uul d.1, U.. PROFESSIONAL ENGINEER under 1....l Me $laf uINXEGOTA MARK NAUY.x. PE OaM1 Xc.na. No. DUALITY ASSURANCE/CONTROL er DaE DATE ISSUE 5-19-I15-19-IT CI T PROJECT TEAM DATA DESIGNED: MEN DMwN Eu PRCJER A. 316-D199 0 20 40 80 SCALJE IN FEET 12 sxEcr 12 of 23 i � ttr F O�8 � d O� y NYpLWT u b•ab• Im m O ).C-b• I m R/J!Q F STAINS IAA .Eil�i sS/ I1'f/3 f�L1 �.u;r�(i(!!>•(-(!'lltlh"!.IZ�If,M� IRRIGATON REUSE ,/�WII{i1WWIWIW 1�1�WII�i1W SERVICE TABLE BLOCK LOT STATION• IE- CBE- RISER'•• 1 1 4]903% 91294 6 1 2 6] 90364 913.M 5 1 3 91 9o3 74 91315 fi 1 4 11 10116 91292 t 1 903.24 912 n s 1 6 163102M 9125E 4 1 1 2119D265 91261 4 1 2J0 9 103 912.n 4 1 ZA 9ET03 912.91 4 1 1 203M 812.]6 3 1 11 M 9307 912M 2 1 12 OMM211 912.51 0 1 13 R)7 9124 J 1 14 uIM ]4 9123 ] 1 15 w $M 91210 1 16 117 IM 9R 13 3 1 17 133 M3.03 91239 3 1 S3 78 M 9161 0 1 5t 54 9D5.95 1 30 9G% 915.55 4 1 11 9 54 915.3? 5 1 57 " 9C267 01261 4 1 S6 IW 902n 91242 4 t 59 1 S@68 91259 4 1 60 tH 9p.31 91274 5 1 fi1 903 13 913.12 5 1 62 ]t 9B3]3 9131 6 t 63 M 90293 91393 5 t er 2] 90285 912 fit 5 • II -�Of��:.1�.1\��,�• AEI 1 PI O Ij'�■■ T v TT M OlR 1 • 9 WN�v Se✓<e VM.51Ym ffvn Ow4Mnsm MM BE PRONGED WITH __ GONSTRUGNON .E•Mtry SWw•9nat EketM1 -- P `. - LAKE ----- - �• �•�•, ""( - .. DOWNENTS. -Cuff BU Etsm - SUSAN DRIVE -' _ \, -�sa Lervm w'IIII Lwom Not V<n. Rwe .\ VII6.IHgjA=RX0]W) 50 0 25 tIlTlelzi", I- S O t• H R O y-~ y .1 O cr d Z SCALE® W _ h g Q WEST PARK DRIVE BLUE HERON DRIVE W 950 -_-. 950 - 940. _ 940 930 930 - - - E)OSDNG.(iiWND - MH 1 MH 2 STA,1+6267 STA:M16.82 920 OFF:-11.28L FINISHED OtAOE OFF:0.GO MO -GO STA 4+92.35 920 _. RIM: 911.2 (9.24' INSIDE DROP) INV IN:899.10 (NW) _ oOtW I INV IN:897.96 (NE) IN IN: 899.10 (NE) RIM:912.32 INV OULBB8J2 (S) INV OUT:899.00 (SW) INV OUT:901.32 (SW) 910 910 7.5'MIN. - COVER STORM STORM CROSS -,.,,STORM �l CROSS El CR055 900 4sa.D' 8• - 900 C9W VC 8� PVC WATER WIN a1 8, PVC LOWER WATERMAIN TO 15.5 of MR 35 O 2.95% LONER WA MAIN TO MAINTAIN S0R 35 O 0.4OS MAINTAIN 18' VERTICAL 18' VERTC SEPARATION FROM FSEPARATION 890 STORM R (INSULATE) (9.0- FROM STORM - COVER AT TA 1+19.65) SEWER (INSULATE) (9.3' - 890 COVER AT-STA 4+28.82i 119.2' D1 6 PVC - SOR 35 0 1.37% 880El 880 INj+r+j 170 U 870 0o m a 0+00 1+00 2+00 3+00 H00 5+00 6+00 NOTES: 1. THE CONTRACTOR SHALL 0014TACT THE gWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBIC SENER/WATERMAIN CONNECTION. 950 2 HIGH DENSITY POLYETHYIENE EXTRUDED (HDPE) ADd09TNG RINGS ARE REWIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAN SIAI. BE INSTALLED PER Ott OF CHANHAss N 940 SPEORCATONS A DETAIL PLATES. 4. WATFAIIAN SHAIL B: INSTALM) PER CITY OF 01ANHASSEN SPERICAIIDNS A DETAIL PLATES. 5. TYPICAL LOT sENMG£5: 930 SAN - 4• PVC SOLVENT WF1111ED MR 26 (SEE DETAIL 2001) WAT - 21 TYPE •M COPPER (SE DETAL 1006) 920 910 900 890 880 870 J CC ~Q~ 0 F LL 950 ~O Er n m W W i EA Y ~ N 940cc d w d Q GROUND F- < J H 2 Z W Q Z MH 5 FINISHED GRADE U IL V) MH 6 STA:1+52W MH 4 STA:0+69.46 -OM OFF:O.W IM:914.93 STA: 2+25.68 MH 2 narecy unify mot W. ryon. u ur of .m RIN:915.96 INV IN: 900.16 (N) o r: D.oD IM:912.42 STA:4+ifi.82 920 ,pa<ilimrbe. .... M M me a under my INV WT:904.93 (E NV IN: 900.16 (W) INV IN: 899.TV (W) OFF:O.00 IM:912.25 ar.M auw�Ipo. ona ma a envy Ix.naea INV WT:900.Ofi (E) INV OUT: 899.67 (SE) INV IN: 899.10 (NW) PRDFESSICNAL E MEER under INV IN:899.10 (NE) .. 0TA Me SIaM m 7.5' MIN. INV WT:899.00 (SWL10 COVER�9J Muuc RAusrx. PC `STORN CROSS 1� 82,- DUALITY ASSURANCE/CONTROL I8. 34 900 O5.J� 8; ]2.3' Of e' PVC n OAh MR 35 9 O.aOS MR13510 O. S '. ' DATE ISSUE 5�19-IT O1Y 511YEfK 890 9 o Y 880 0o n +on a PRO.IER TEAM DATA 6E981EA IPR S3 VNv Y ti UNv r N p 870 YMWIL EIL PRpIFLL NR 116-•1M a� - -- - - 13 0+00 1+00 2+00 3+00 4+00 oMT 13 of 23 j '_ =ATERS EDGE DRIVE 4 ' - o 5 4 B OCK9 - 2 SAN AN a 2 6 5 BLO K8 AS' BEND 2 4 3 n•V IT .. E -. l l tltr��)alb 950 2 K4� V I I 2 1 28403 4 I5 aRD NOTES: _- 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO NET TIA AMI COtEtfN ANY PUBLIC SEWEN/WAtERMAW CONNECPON. 16' 2. HIGH DENSITY POLYETHYLENE CURUDED G.N. (HOPE) ADJJSTING RINGS ARE REWIRED FOR ALL MANHO E STRUCTURES 4 f\ J. SANITARY SEWER MAIN SHALL BE MSTAl1ED PER CITY OF CHAHHASSQI $PECFlWTCH$ h o rJEruL PLATES J 4. WATERMAN SHALL BE INSTAUID PER CITY OF GATNEHASSFN SPECIFICATIONS k DETAL 4 3 fi 5 43' BOND11 5. TYINCAL LOT SEANCES SA - 4' PVC T WELDED Wit INS 11.a 8EN0 (SEE SEE DETUL z001) 001) WAIT - TYPE 'K PEX COP .15 (SEE DETAIL 1006) Do SAN MIN 10 o N � J1 O 4 BLO K6 / 0 25 50 IN / MAI-E IN FEET 940 E%ISTNC GROUND 930 MH 7 STA:1+04.61 MH 8 FlNI9fED GRADE OFF:O.Go STA 1+43.62 MH TO RIM:916.44 OFF:0.00 MH 9 STA: 5+98.T7 9 2�. INV IN:900.68 (N) IN: 916.57 STA-35.44 OFF: 0.Go MH I INV OUT BUD(S) INV IN: 900.9J (E) OFF: 4.WR RIM: 913.75 INV OUT: 900.83 (S) RM:912.29 INV 0UT:902.84 (SW) INV IN:902.19 (NE) _ ---- --- --- ------ IN WT:9.2.09 (W) 910 STORM 1�moss STORM CROSS T ' MI _---- I" -STORM GROSS 60Z5-e' C900 PVC 900 WATFRMAIN 104.6' of 8`PVC of 8' 29oV of S' PVC 163.2' of 8' PVC MR 35 O 0.405 I MR 35 O 0.405 MR 350 0.405E MR 35 O 0.405 890 1 s 1 0 z 880 _ -r8o o'ryo 'lo + 0 O A / 13 %5" TEE 950 940 930 920 910 900 890 880 870 W If M CONNECTION SERVICE TABLE LOT STATIOW ff CBE"' RISER" 13 4590266 9124 3 14 64 902]4 9123 3 15 88SDOM 91218 3 16 117 9G228 81213 2 P 1] 1 93303 912N 3 18 27 90702 SIGN i 19 51 ON. 91601 6 20 7590587 91562 5 21 949059E 91531 5 m tp 905.50 91498 4 1 23 1621904901 91479 3 1 24 1811111 9145 1 25 2151 SEA 451 91417 2 1 26 234 90454 9138E 2 1 27 2fl IXG08 912.75 0 1 28 90324 91257 0 1 S 90].39 91275 0 1 T p 903MI 912K 0 1 31 157190360 9130E 0 1 32 13J 903 92 913W 0 1 33 II 93T]4 91349 1 34 90353 91323 0 1 35 61 !0353 91301 1 35 41 903.47 91283 0 1 37 2 903.M 91358 0 1 38 MA 904.49 91405 2 1 39 904.40 91436 2 1 AD 92 �5.01 CIA] 3 1 41 152 904.% 9140 3 1 42 In 905.57 915M 4 1 p So 906 11 915W 5 1 44 0090505 915M 5 1 45 X 9DISS61 91627 1 46 390720 91664 7 1 O 32 ROT 1D 91687 T 1 AS 96 SEES 916% 7 1 p 90156 91891 8 1 SO 906E 916M 7 1 51 6490555 9159E 7 1 S2 905]8 915M 6 -aWlory:4eNce wry. aJmm PNKN LAwrlmimri mn1 ^ SN4by Sv+Ne YNa1 Elraul ^ CW Bm EINVJm .urn(Acom, Lni Not Vet RMe 950 950 940 940 DOSTNG GROUND 930 330 FlNISHm GRADE 920 920 910 910 7s MIN COVER I53.6'-8' 9OO C9W PVC 900 WATERMAIN 8'%6' TEE 890 890 880 _ _ _ - 880 870 870 ^n Vl15ciAHm0t = R X0 ]OIL Pffltek i ALLYIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612+758,3080 vAM 612+758.3099 FAx YrNW.alliant-mecum V) W J LL O Q a 0 z 4 z J a z a 2 W J Q O LL a _ Q on m W � w z z z V) W Y ~ V) cc r a a � a J F z W z z �i LL V) cu3 I 1-al -. 111 Mut IM. Pbn. aP citicotlon. . .pee mr P.A. naa mr -.i abon ana MaI c.1, U SSIGNENGINEER now IN. Ia.. o1 Ma Me Slofa o1 ESOTA MINNESO MAIN, MUSCN. NE 51. u..- Nr. OUAUTY ASSURANCE/CONTROL Rr GATE DATE ISSUE DESIGNED: MIN DRAWN: ELL PROJECT NO: 21G-019R 14 SHEET 14 of 23 0+00 1+00 2+00 3+00 4+00 5+00 5+00 7+00 0+00 1+00 2+00 W 2 Q J W W cc H IL I J a. a 1 � WATERS EpC,E g OCK9 L 5 4 3 2 1 O � U m CONSTRUCT A I m •f TOP EmsTnG " I- STORy SEWER N I� C&/H 3 OWN! 4 C -16 i Z E 9 TT N Ol8 20' - 4" O j 1 f p t9 e S 6 � 5 BLO K3 2 L 105 � 4 s 5 1 � L Z K 4 10CKI54 F,AVV IN /AAP471 ME! RIM Pi•�lYii�! i 12 CY CL3- ~O / 7 / o t 6 I t / DRJADT / A TRIP -RAP ,/ 12 Cy Cl3 FES -FES SD2 -MP-RAP 12 cr a3 j 212 �f 2f %CB 216 Do- 4" ORAINTILE LL CBMH 215 P f', I N 0 25 50 100 SCALE IN FEET STORM SEWER SCHEDULE iNOB P.OM P. aOPE P.IYPE PPE BROM To RIN STILLI-- CAST BUILD mDi TD D R LS10TN INBR AiBfT EIBP TYPE m ®Y1ta 12 I B. MOPE Km ffim 91/.b %]m v Sm YN ON Fd1%1m 12 tv POPE TLM we PIRG Bit% ! I2/ x f31 C&I u 1" NONE Bill Y6a m3% 9¢% K to tn[ NN tt 1. NOPE Bill f631 1BL vna tl TO ...it FEs1m 12 IN RV SN.M me BAN 9mm K TY 2M 2% Q aM NONE b(! 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ANN NNm 911.A %n11' a RHaer FFS SO CSW N ON RY am =00 M. nm !% FESBW 21 1.A IV PA.m PL.m 6m IYTAL 6® RSmI b nm RV 9mmOmEEs ea Q Im IIv j.1 9m25 9W nm Navab 1pb% nt5 NONE9mi 9m.i iW.m NR R,a11 ]M .wl fESM 2N n21 Rm �. 1% BITE BMC 9ma K TYD am ®mN ®BTU® tt Im TOPE mm 9m.21 9m.K 99m D Ba12 ]10 BNW ®Yx 42 Q na NSIPE iKm mmm NI 9mi� b BJmI lel NRtt QWImI tt 3% ICE lb9 m1.% 9%.Z Oma'. Is 1 . li xmt fE6 /d Q 1n I PGP a21 fm.% 9m.b 9mm' b R lK fES SIN FEsan tt 09a rla m9J s6m msm c:y@�yyTy1F,`�Ma C 2 Frtarvlrt9Fu.¢mFNnN NOTES: 1. Hid DENSITY POYEIHYLENE EXTRUDED (HOPE) ADAISTNG RINGS ARE REWIRED FOR ALL MANHOLE STRUCTURES. 2 INSTALL MANTLE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232 FOR PUBNC ROAD WORK. FOR PRIVATE ROADS INSTAL PER PLAN LOCATON. OPAINTL£ CONNECTIONS TO STOUT SHALL Fa -21 BELOW RIM SEMER ST AT ON AT SEVIER CURB. 3. ALL INTERSECTON WRB RETURNS SHAL BE 8618 4. TE ALL STOUT SEWER PPE JOINTS BEIWEEN FLARED END SECTORS AND STiUCIDRES. ALLIANT .xerxeeuxe 2'K8' KEYWAY Q CS G 01 1. J CAST INTO WAu 233 Park Ave S, Ste 300 BY SUPPLIER (N. T. S) Minneapolis, MN 55415 MR WALL A 612.758.3080 Kw CONSTRUCTED IN HOLE FOR 2l POD 512.758.3099 FN. FlELO BY �._..1�. ..1 CONTRACTOR EIEV.- 2I O'2D'I wv/w.alliant-inc.crom ADI)TIONAL 14-S % 0-0" LCMG WEIR WALL 55 ORIFICE -902M FOR 21" PC 14 O 12" A=MVERTCAL HORIZONTAL A ENIv. GRATE P4 O 12" NSTN SKIMMER CRATE PRE -MIXED CONCRETE SAMWy W INSTPIL PREE MIXED SET INVERT FOR OUTLET EN FEASIBLE, SET SEJ-ANT SEAL ORATE SEALANT PIPERM-OWAND NWL IMPROVE PIPE PI MPRO R ALONG WEIR ALONG MR WALL AND AND MINIMIZE ACRE MWNe !E WALL AND MN H A NG SKIMMER. SKIMMER. JUNCTION lD PREVENT E£AKING RE ENT -EA PREVENT { L£AQNG LI1I�\ 1 EIEV. 905.99 F♦-----�6r CUTLET PIPE WEIR WALL (TCV EL 903.2 2&0' O 21' PCP 5.5" MIME EL 90200 CL-5 1 ]9 IV! 9005 �j INLET PIPE 1T W 24' PCP 6" MIN. Q-5 O 0,00% F 902.00 18" MIN. STAB 6" T THICKNESS 6' AGGREGATE BACKRU 4MNW ' (MNDOT SPEC. 3149H MW.) OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL STORMWATER-REUSE IRRIGATION SYSTEM DETAIL � �Ca91WILN'1�i w CNJ ISIMM f/1 FZw <oo Q J O'Q m�v1 J Z F- a < J v RI l z D Q z (1) j cc s F cc w i g (n a N a F a J Q W a Z FO u LL N ..n l mm rn o rsu al .01 u M m orrpmatSBN dJc , PROiESL FN0%EER uMs, ..1 Yre b.. nl 1n. firm. u, YINYESOTA YNR MDWR. IT Ow ueeiw Nlu QUALITY ASSURANCE/CONTROL DEa@ INKI RILAWN6 FLL 1ED1[CI IIR me'n1M 15 im 15 of 23 / > 'Tq ✓ \ le J(G v .oas e m QQ\' O K 13 BLO K 12 gl m 0 1 4 3 2 1 4 3 2 i �QS 0612 9EIz fAG o ISPED RAIR'/ - �/"� liEcTPAi11L DRIV .S OUSYOTA l�tfl as z TA 8] \ START T 1 - 1 1 2 3 4 5 6 II "r-f BLO K2 µ d o / ounor6 BIT. TR/A P 4 _ ::=T re \... LAKE SUSANoDRIVE -S - \ • _- \ 0 25 50 100 SCALE IN FEET WEST PARK DRIVE HIGH PT STA, 2+20.00 HIGH PT STA 4+1a34 HIAi PT EaM. 91ZM HIGH PT EJEV: 91275 PM STA.1+95.00 PV1 STA 4+16.82 -. -. - PVI ELE$912.76 P_N_Ea.912.90 950 K 0,0 :50.0 VCK:2 LVC:50.00 L: 0 00 mat m� m I 940 940 LOW PT STA: 1+1A u. �� an LOW PT My.910.55 w 930 PVI STA.1+30:00 I w ,PV1 EaV.91015 SLING. AROUND 930 K 1009 an LVO6000 ,no m o ^ o m Na _ + o m . p, 920 o P FlNISHED CBAOE nen920 Ent <Lu S A - 5+05.02 D w V = 91254 2OS 47.72; O.SOR _OJeR 078% -0.64% -MST - 910 ----- -1.95; -__-_ STA-5+15.32 ELEV= 91L32910 - STA = 5+01.31 ELEV = 91L74 900 - - ELEV - 91zm 900 I I 890 _ _ 890 I ml 880 F a _ 880 �Jyl � + 0o mla 870 `s 870 an - 6ry an 0+00 1+00 2+00 3+00 4+00 5+00 6+00 P MYP 2 3 4 5 6 n — n aaro 4� o i + R d 4 5 2 e3 o� 1 gOCKS 2 K4 mat to,LK°4Wu ALLIANT ` o PEn RANw °per. / / 233 Park Ave S, Ste 300 I9au rac o 6' O /o Minneapolis, MN 55415 L 612758.3080 awN °s+z a F �v i 612.758.3099 PAK W.�LzI a mlr,i3/11210 N0tl3�H fll9 a 49 �J n www.alliantAn0.com 91+8 Q11✓8 / Y-- ]RAA II )I Ole Rdu NP � tz 00 Wl x :4� / /i�`�/ W BLUE HERON DRIVE LJ—L J Hot PT TA: 1915.00LOW Pi STXEa 2911.3] _ d I HIGH PTIELEV: 915.20 LOW PT ELEV: 911.9] I Q CC ❑ PN 5 A 1+60.00 PN STA2+40.00 p C Z 950 _ _ PN V 914.911 - PN ELEB91L83 - 950 W m el-- K1850 K10, 34 L 50.00 LVL 4500 Z Z m F Q a 940 +P +P + +m 940 _ Q w J d 'W _ a a J 0.1 ERISDNG AROUND W Q W F- an 'ww fA z 930 u,. I I 930 3 u U. N i FlN41m ON a N,,— Mmbr aenlry that in , Plan. + m "tiff alb., or repo^ ... pupa. by me der mt 920 uj Y p1 a 920 dlr.ct ,amble, and that I 1 _ am a duly U,en.d PROFE55WKLL OuNIEER undo the Iota at the Slate 0 ,'u� YINNUM O.SOR 910 _ _ _ 910 w5w R.. pc py. Va... Na. p1WN ASSURANCE/cartBa 900 -'. 1 900. In m]E DATE 1511E s-+v-n err srrrA� 890 W 890- wwwajlll� d � uo W 880 Nri Woo o.qe 880 xw n� <i+o mW+p PROJECT TENT DATA 3�n u9pvHa ER <G r� ow.vlb ¢1 870 m3 om� 870 PMIFR XfG S+4-OIN m_ oul m rat an ul -- —an— an 16 0+00 1+00 2+00 3+00 4+00 BlAl 16 of 23 _ -_- - � � NTiq TER3 l 0 z 0 1 I 6 5 BLO - 4 3 3 EAGI[gil w O : X BLn K4 4 �bONpb3N 0 12 I 2B OC3K5 4 l A ,•�A 3n'e � � s t z r ° / O)e 1 O y 2 EAGLE VIEW ROAD HIM PT STA: 1.32.49 HIGH PT E .. 916.59 950 PV STA:1+25.00 - PM ELEVWO5 I N:26.57 LVC IOOOG 940 ^;P Viad Y 930 o 0 II°u° 920 2.16 910 -- 900 890 Y rcl 0 880 o �$ -a o as ++ mlo' 870 �H z HIM PT STA: b67.50 HIM PT E V: 913.96 PV STA: 3+85.00 PV ELEV'913.75 N:14.86 an LOA PT STA: 4+4119 GROONO LOW PT UV. 912.41 6TA+4+2800 o VI E V.912 22 _ -.. _. _ -a - N:11 450 LVC11,45 II+" STA = 6+15.00 LnNIS�HEEOaII 916.96 _ >�� 33.335m].OM; '1S ,T STA = 6+07.00 ELEV = 914.29 — . STA =6+03.33 ---_-- ELEV = 913.80 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 / / N / 0 25 50 100 950 940 930 910 900 890 880 870 ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 MIN 612.758,3099 RAx v alliant4nc.wm N W J LL J 0 a Q Q 0 ? Q z (n Z Y F- ¢ Q i J 3- IL a w a J W W ¢ Z F = LL in Melons Indifo, Mal the IICE'.. •p ciflmflon, npotl was pnpa.N !Y me or under my aNM gMLan and Nlaf I duly Lana. PROfE551ONAl ENGINEER under m. I... of IN. 51.1..1 MINNESOTA YMI RAYAM. PL Odle 11a.nn No. OIIALIfT ASWRANCE/CON1ROl an Mw OATS 6511E oEwae w oaAAve Eu LEXT Nta :1a-a199 17 MEET 17 of 23 O - 8612 C& PG 61 u f,n 1 4 - 0 b 1593 R� •' 510 w J SURHWNTABLE Q ChG • �1 8612 CRG W �. W J Y START Sr VM TRANS TO B6125' SIDEWALK - I FinqP K� 5' SIDEWAIJ( TC9f ].09E OI 1C915.1 _ c\A3 14.51- ---- I�, PED AMP -- PED RAMP Np14.5 C TCg14. 1 �;49 PED RAMP START 5' TRANS TO a 1�` 49 4 4.8612 B 12 C!G S11Pod T914.8 - 8616 C@G +35. aP BLUE HERON DRIVE" e, s� MIS C&G 5 W t� A� TC91 ].13I SURYWNI «J� 912In p09\p START TRANS TO —.-. ,6!L - ->-STMIT . W h SURN *MANS MANSTD A \\. of - M12 M12 Ch 5l\ Q 121} 3\\. \•4' ii oia WATERS EDGE DRIVE 1 ROAD B NOTES 1. ALL Wi AND WITTER (FADES SNAl1 SE AT A MIN. GF OsX. 2. ALL INTERSECTION LLNe p JJN5 SHALL 6E 661a 3. SSE SM 1IGHTNG AND SIGNAGE PLVI FM All STREET SIGN AND UGHTPIXE LOCATONS 4. SEE CITY 6 CHANHASSI STANDARD PLATES FOR ALL DETNL N 0 10 20 40 SCALE IN FEET &` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 6 2.758.3099 Fm ww .alliant-inacorn J a W C J Z O rQ F N W i Ir 5 z CL a W W i W z W Z Ik E=.y LL U) I remedy osnlry mat told don. spe.M...r. or npon w prepana by m under my direct .uwrd on =- and mar 1 dory ed PRa O ESSIMAL ENGINEER under M. ... of Me Sm. of MINNESOTA WRI RAUSOI. P wN ud.... Nu. DIIAIPY ASSURANCE/CONTROL DmcNm wn •IAn" 11L NNMELT Mh 21"1" 18 SHEET 18 of 23 III t• Y - i \_ q ti -\ ti g•n • Y t. ♦ ov its R �► i ♦ \� ♦ © uAL •u 4. WATERS EDGE DRIVE y I 1 �L�I®•L='��II�� ,`r �% _ 1 P. �-L' �-• �64Wow 1 LEGEND APPLE TREE LANE EXISTING TREE TO REMAIN a IY1 . TRI511NG TREE TO IT IFENCE TREE RELovAL uulTs/FENLE i TREEINVENTORY B r 1 e \ aPo OV' � t 1 { > � '9 — t t STATE HIGHWAY 101 -11Q!!!�!-Z 0 20 10 80 SCALE IN FEET TF T • OBII fannwn Nall• WnN•m• IY•pM wil U A<yle r 10Cnb le Atlas M Elm U. x Woe Aar ssI, a A¢r ]2 A\a a Aar 3 Basswood Ii.A Adana IDS a Raa x Ilwx walnut , sni x u A e .a, 911 1)Red Pane P,nusresirwn x 13 NadwNna clans n� x 14 Blad Walnut a anin x II BIad Walnut lutlsnl x 11 Bl FWanN juglansnim x 91 16 wdla Aar x m 10 wple Aa. x 4 wpla Aar x 11 Maple Aar x II 1306 Walnut man: m x �1 U NRd Walnut J.,I.nNIdox 4Lx mBla[l walnut lulan5v x U Blad Walnut lu lmsni x M4 Il Nab Walnut lu lanani x 13 Blad walnut lu lwsni x w Na1 Walnut lu lasnq x 93 I3 Nod Walnut u ans ni x 1191x1 walnut lu tanmi x 16 Blad Walnut ju,IwIninii x SM 12 Nod WA.. lu lani ni x "I Z Blad Walnut lju.ws ni a x 02 13 Gnm ASM1 Frminus n, N x 43 la Red Pine Pin. nI x iKM 13 Red Pine Pinusnzinoza x 0 Sm Elder Aarne ndo x Green ASN n Inus,emsylraio x 93) 11 Green Ash Frainuz ems WNo x 1 Hickidany x 1)Bm Elder Aarn< dMn x 13 Gnen Ash Frminus ms amlo x 9\3 CRIan�ROd P IusdeltoAes x B\z sssPnNG,Rao 9U 11 Green Ash Frainus ms Nwa i 11,16 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 6wx 612.758.3099 FAx W Ww.alliant4nc.com J W U a ¢ O Z Z a F- VI rya W ¢ z y o Y m t— Z Lu = g > a N d Z LLI W Q Z R enlloy NNG dims plan, .... 1-11n r a e m. o d.. �� M.uP.nlalon and Mot I oma auy u..n..e MIESSIONAL ENGINEER unEn m. In.. et NN. stm. m MINNESOTA 11a1IX ... PE OmI, ba tla QUALITY ASSURANCE/CONTROL n DATE DATE ISSUE "ON'" n w 0•AR• UU. PRAUXT MEN,21"1" 20 "BEET 20 of 23 — — --- --. WATERS EDGE DRIVE (sEEIM u. 2-5H f r1-JL OUTLOT E SOD ti PlL MON MEM AND V CluuE EE D ]-tA _ _ _ (SJul- PINS). / ��O L ' Q m 00 ►�` \ Ilk / R �z 0 20 40 60 surf w r¢r 2 1 1 LEGEND / APPLE TREE LANE dy .E KN. \ S£E P1 �J wv¢�un �m'ua¢ nms JL \\ SIgN a-er :5g otp mMnoc twxz t R £z , RIOsLn �aQ� P 6£RJAION TO Trp w mre am w N-1.1 (M6P Ninuoj �- ($EE VH) MN 9fNE Yd IYI� ffi ->J-' CMeVPMMI mx r am I, tul at -at (rare swm ..s'; I aoM .In tue wiapw uers f1� iir =�r IMM �f ►ice . P-o / ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612 758.3080 MON 612.758.3099 PA[ www allianl inc.wnn J W U X a cc cc O z 5 a z 0 a LU W w J Q U. W C3 z N a Y � f W Ir g a w a CL N a ZLU a z I7N, Mal mi. 0... ,.r.erN,.Non, or report . prpane by me under m. dl-..u,.Melon om! mud I duly Uc.mNP OSCAPE ARCHOICT LV,o mul- n.w..atN.salew MIMNESQnA MAw YRp.M PLA.. Cede auAE11v AZURAxcE/eaxma pY.l! A p®IFCI MC: 211 01M 21 lam 21 of 23 LANDSCAPE SCHEDULE KEY CONINIONNAMEISMENTIFICNAME —7 SIZE RENIARKS UxT. �00-m S.VATPYM.V-C-*� 11 1 12 IKE Z�Cd-lwll a m u 5 a IHM. PIRI VK;B,/�rxfiPNBm"t JiYflfeOnM? wu.m S,OiwdTlkNOv-c� 1 3 RO jftdOaJ,/Q...b. Full RMP, a a w Full IRMOI riv,m C Ot Mil IF IRMYR Ful FAHO 2 1 2 MIA. SRull FAT RAPP ME — TA dvi,,AM�11im, "IIRHH, J.d.raor, T., JOB 7 A Tr.I,IN,/SvIIwt.m �Pil M C.p� 4 4 9 m 17.1 M ounnpf�. m 4 amiliW. 6 ht as Cun,RFPYn a wK.Y!, MIA3..AA�HHRI. 3 —w 7,911 wn-s.� HE F N.R- WhLu,I, MMB.5.�.L�APMNJIN�. 2 2 1 4 1 V SnwBfiAIunI,M,rjJuni,e�%MmbInm Sm�iW N'da.aoor. D 2 8 SK 31,,L� NIP Sai,mBat�sWafloml. va 12, mmlRbumumlVibimimUlobvin ON't. Nl..3...tAMpI N..Ns NOMESI 1, AAOSCXPE SCIFIEWIR WES NOT INI WAAHMEES MR FOUNDATION PLAJNHNGS (IN PLAN BEWIN) 2. �ES ON PLAN HJPEERCEDE UST CUMPUFTIES SEEDING NOTES tr Z� — -m MN STATE , MA �181. S 'IN RAM He H: 5 uss/AaRE (RuBE uImE som� — .. AN STATE SEED MIA �`RZ 99�RMMEE " EBS/ACHE HPURE LVE SEEI ML-92E%:�- AN srYE REET, .. �;H� SEETANG RAM TO HE 35 PP/ACRE (HERE UW Bee). AMI R THE FOI I OWNG, MULCH SEEW) AREAS IMTH Mn/DDT TOPE 3 HWC�� BREH MEET, FRSE 'RI ..Rs OF ... ME. ) MULCH AT A RATE BY I TOM PER ACHE OTHEN ,ReZ "... ANAY, HOMING SH� BE APPIJED FIRM AlRIl IS - M-Y W OR SEPREMBER M - FRFIE Up IF "Y'Ro"ECING UTLJ� APPROGMAMY 50D GA,EHAS OP AMA PER ACRE REFER TO MN/DOT SOTO � FOR PROPER OF HYHR�SEEO A� NATW STEPS USTO M THE, SAMI IN: � TO M OF MINNESOTA ORION BY THE MVINESHA CROP I� AESWA`M (MCA). RIM TO M HIMPARED BY LOCREENIN. 10PSKIL TO A NNNH. DEPTH OF 3 INCHES. THE STE TO .1 HARROAEO OB RAKE, F"'E"I REECHO, AND THEN PACKED USING A OJI OR EOEIVALUNT. SEE MNEOT REEMNG AMIJA� FOR REFERENCE, -ANTAN EVEDED AREAS 81 AATERN� ROAMING .0 REM-ART.G AS RECESSARY TO A UNIFORMI HERSE STAND OF THE SPECIFIED EMASSES UNTIL A�MD. MY AREAS FAILING TO ESTAOLIS1 A STAND SHAMI� HE REREEOFH, "Y"'T"eEB MIT RENTMED MHENEVER IC[ VEGETATIVE COVER IS NOT ACROMED RESEEDING SHA� CONFORM IN A� RESPECTS TO THESE EBEM-MM- — CONTRACTOR SH. REPAIR ANY OAMAGE TO TNE ACHR AREAH RESIBLVING THRUM EROSION AND/Oft EWIPMENT. THE CORMTRACTOPI SHA-L REPAIR OMI BRI REGRADIRG. IESEFDIN� M AS NECESSARY. BEFORE SGMMCANT DAMAGE OCOERS. PLANTING NOTES 1. NSHA� "' MALTOPHOETCAU-SODARDSEED AREASF.EGRAIDE �AXE OR MARK ALL PERRY MkMAA- i.0OADONS PRIOR TO INSTAlATON. 3- INSTA-1- 4-8' DEPTH SHREDDED HAREA000 MU�H AROUND ROOT SAIJI OF ALL MVER SOI.ATED FROM HEART BEESI PI.ANTR" He� S� CONSHO OF TOO SO-ECT � TOPWI- BEAT MOSS. He HIM HAND. A PORKHEI OF ME YEAH SEGINI AT THE NOE OF ACCEPTANCE. MAKE AI-L REPLACEMENTS PIMPTLY (AS OF O=Y KITH THE I-AMST ENTION OF THE AMERICAN PER :1" STANDARD FEN MURSERN STOCK. AMERICAN OF NUMSEERRIMEN. ALL FREE TRUNKS S� BE 11RAPPED . . CREPE TRITE APPLY OIRAP IN NONEINSIER AND REEMOVE IN APRIL S. OAHE GOPHER STATE ME OREL AT IRI FOR LOCAING MEE 9- MANTAN A� � "MRAM INCLINING MA�NG. URYL THE TIME OF AECER,M� im OOMERI NSTA-LATOH AHTH CEM� C,�, 1. STAKING MO GUYING OF THEER OPTIONA, MEBTAIN RPWMBNESH OF TIMES FOR DURATIOR OF NARRANT( PEROO. BEEND AREAS OF -MTS AT PROPERT, LINES 3. CONTRACTOR TO SUPPLY DESIGN AND HIST.. OF AN . PM 14' HAMER AND BASH M.- PAYED SURFACES AND REMOVE ALI- BEGINS NEERUL. PROM LANDSOAPE OPERAOIONS, IS CENORM. CONTRACTOR � F01-1-Off THE COMY'/STAX SOL & EROSION CONTROL SPECIFICATION FOR �� AREA @ENTRY MONUMENT AND LANDSCAPE PLAN SCA.EI-=S ZFI R DETAIL PLAN LANDSCAPE REQUIREMENTS REQUIRED 97 MEER. SEE OMYOPY TREZ PROYMET 97 TREES AN, I.FFETYARD REQUIREMENT 'EQUITH" CHIA PtMBS So..Mo m Nme. THEREFORE �Ane B IS REQUIRED. BUFFERYARD B REQUIRES 15' MR. MFOR AREA IKTH 2 ENER5KMY TREES. 4 UNDERSTONY THUS AND 6 AHRHM PER IW �. 0 LEMORT - EST I-F. M-OHN, MENT PEANS EQUEEMYRD REQUIRED 14 �. V 4B HHHUSE 14 OMORETHI V 42 SHRUBS THE SAM PROPERTY UNE SHARON 01, LAKE SUSAN A,LOS A MHOOD . �CHF THEREFORE �� c a ESCAPE:[, HURMI c BEENAREE5 w AN. BUFFER AREA KTB 3 CANOR, TAKES. 6 umW,,,,R, TRML AND 0 SHERBAS HER 100, L-F. TOT& BUFFER YARD c UENTB - MA U. � um,quED SURFACE RETABBEETH BRUBSTRARY TIMES. Is BREEREmmmy TREISH, AND a, SHINABS PRONEDROB OYERESOMY THEM. 19 UNWE;My THEES. Me 0 CONSTA �� "Am. e CONFER - t V COMMON - I PILLAR MONUMENT MIAMI OVER PETER RIMINI 7 MY BOEING a) MONUMENT AND LANDSCAPE PLAN FIREIPIT AND LIMESTONE OUTCROPPING EXAMPLES ZTO C. -Rilte- i 11,11a ALLIANT 233 Pask Ave 5, Ste 300 Minneapolis, MIN 55415 612.758.30M AMAN 612,758.3099 FAA Yeonvalliant-inc.cem 0 Z z [L w z ui z 4 U) LLI F- 0 z w —j LLI rn ui IL z 5 1.1-H, - ..rI.11 11,., .1. PI., c, �Irv� ..d PYH I .. � d.1, UI LANDSCAPE ARCHITECT ..d.r fit. W.. .1 .. Mvry f MINNESOTA MARA NNAI PEA. . HM— NA QUAUTY AS3URANCF,/C0KTR0L lir HATHE DATE WE PROACr 71� DATA �ek PETER TO MN STAM � MIX A.A- SHEET 22 of 23 <I.txAx YorH Ewxoxuo.esAx av Am xar As N..w n.Yn.c m BAllEE S�BURLVPFD BARE xWi SiL[]( sIW((1gF[q.1[E)YJ(NMF-1RYlSoIµT CK ® Mma.6'l�x rw.rp iv��rx ^x. oo.o. o.xmlls+.ra u _A. x A -----of. ora.®xMN\I Ml1EE BP e8 PE IE8 u m.nD rwlwc ututvM THIS to m_ w<.rO^w.O11��xYOm.�o Roltoomotmommul— �[Al. mw.arxxwa i� NHE G.I.0 CEi41 rill IT.wxnnalxuw� mf� aHa l-+s r MYeQ.�IrT�� ENGINEERING DEPARTMENT 5309 PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS �..•r -;�.s� -s-_�-xassse .kll- �-rasa-:ra^ - ®j�`I^ :c•:.mARE RR _ PNEYT pplEC11O11 OET.VL (pmxY1 ) 1RVYF4 NOt aS YY Owl Yi M 96Y nNCM vMIB I 9w ="FXlxc TSE s¢TEx I.EiuL —At— ®� 3 I b _ml — PWFIIT M ECTCIH (RETAIL (WT YJRII m ONE AS- ST." / IiIWY. CETAl NA; IFMIDe 1-10 EE( MAICQx�IC\1p:SY6J11 = p11 PLN11N0 eEiAl I'MI . .fir X_ ® oZI, Ixa. REAPERATEARE w` '�. 8Ia �., Zo I___ A � mwls.x+w FIX IIIANNE. R I p is I G\dG\`PECS\silo I ocv n�t _.l•L^�` Ala I shID AavESNw55 son n T,tcs pW WIW W isx MIX n¢wm m �a�mH w.r[ .�nElr� mnAr1 MNtl 9WL ee1^11'rr N.lY6 u4ir_tsx�.^•x[ ..orzclxl . .1. m... rw Sri'' . gg locl d MKIT YRrt. t6ixJlO1 nor.SSmIIN An rlm.c oErxs Rr1@1-10 I ML NMIQ�O�l0�6Af I ��r I M� Oli I 1SGL1 IIIQCO RLIL ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.756.3080 xra� 612.758.3099 EA.Y www.alliant-inc.com l nt.nr ctnxr MO1 I. pl- .wcllicolbn, or Irl m.po..G by — o .. m 6 is„w..xxn A.d InW iy auM U—IHI uxOSUYE ARCHITECT.. M. la.. of IM Slott oluno YI..ESOTA RA. ..OMECF. %A. ASIA WALrrT AssU6Ama/c0wnimm. DE51WQD: r DQARR c PROJ[Ci xO: 3I6-9IH 23 SHAFT 23 of 23 N / Li0 60 120 240 SCALE m WEST PARK CHANHASSE I MINNESOTA k b w oN�P9 FOP POW4 UG'(IO k pcONg(P NO� OP 'aYa VIUJLNII Y MAY NOT'R7 SCALE SHEET INDEX NO. COVERSHEET I EXISTING CONDITIONS SURVEY 2-3 PRELIr[INARY PLAT 4-6 SITE PLAN 7-9 GRADING AND DRAINAGE PLAN 10-12 GRADING PROFILES 13-14 EROSION AND SEDIMENT CONTROL PLAN 15-17 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 18 UTILITY PLAN 19-21 TREE CANOPY COVERAGE PLAN 22 TREE INVENTORY AND PRESERVATION PLAN 23 LANDSCAPE AND REFORESTATION PLAN 24-26 LANDSCAPE SCHEDULE, NOTES AND DETAILS 27 LANDSCAPE DETAILS 28 PARKING EXHIBIT 29 DEVELOPER PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-988-8224 CONTACT: PAUL HEUER EM: Paul.Heuer@PulteCmup.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrauscb@a0iant-mc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkmnbeck@alliant-inc.wm CITY OFCHANHAS$EN RECEIVED MAY 18 2017 - RA I& ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.30M Iw>a 612.758.3099 rwx w .allianNnc.Com Ia hereby natlllay gcn areaa. rw be Yr m am a duty - U51ONAL la, the tare o1 IM j YIXNESOIA that Ima flan rN und er my �and mat a Nunder State . Slola / mm .u5 YE GUAlM ASSURANCE/CONTROL sa¢ 1 of 29 FA \ t44a l 0 25 50 100 SCALE IN FEET LEGAL DESCRIPTION parcel I Part of Me Northwest Quarter of the Northwest Wafter of Section 24, TaemYlp 116. Range 23, Caruar County Minnesota. desvAed as follows: C mmei., at the northeast comer or the Northwest Quarter a1 saw Section 24; thence on se wined bearing of South 89 degrees 19 minutes 43 seconds East along the North Ire of saw Northwest Quarter 338,00 feet; thence South 25 degrees 26 mnules 43 accords East 128.38 lost to panon,m o t the fabeing of State Highway Number I01 said paint eng thpoint of beginning of On, saint to be descnLed: thence westerly along said conforms along a rim curve tangential that is comal to the north, void curve havng a control angle of 09 degrees II minutes 57 seconds. a radius length of 621.15 feet, - arc length of 99.73 feel, a chord bearing of SwIM1 74 degee 12 nutas 13 aecando West and o &-ol length of 99.62 feet; thence South 79 degrees W minutes 53 coeds West along said camedine and tangent to last described curve 163.44 Not; thence southwterly clang said cmtoline ololg a tea l ar.a that is enw to the southeast. aged or fhaving a csltral angle of 19 degrees M minutes 53 secands, aradius length of 231.87 Not, an rc length of 79.30 feet; thence continuing southwesterly along mid centMMe along a compound curer, that is ComeaW to the southeast. said curve M1adn9 a control angle of 52 degrees 18 minutes23 seconds, a mdNa length of I27.60 feel, an rc length of 116.49 feet, a Mord boosting of South 33 degrees 3s minutes 37 se ands West, o al length of 112.49 Wt to the West line of mid Northwest Warts, trees South 00 degee 01 minutes M ..do Eort along saw cent wlhm and dolg the West line of said Northwest Quarto M2.74 feet to are South line of the North 660.00 feet of Me West Hot of the Northwest Quarter of said SecEm 24. thence South 89 degrees 19 minutes 43 smmds East along said South line 430.13 feet to the westerly riot -of -way line of Trunk Highway Number 312, fhmce northeasterly clang mid westerly Hill lot -way line awing a ron tangential cen that is concaus to the southwest, said curse hoNn g a control angle of 11 degree. 42 minute M small . radius length of MD00 feel, an am length of 71.57 feel, a Nord amain of Not 64 degrees 07 minutes 43 mcood. Eart, a chord length of 71.44 fish thence North I6 tlegnea IJ minutes 03 seconds East dog said westerly right-of-way law and not tangent to the lost died r s 360A3 feet thence nathedY dog saw westerly right-of-way Ins don, a ren t... called c that is cunca,pe to the met said cu w hating a control angle of IJ degrees 30 minutes 47 secontlz a rad.. length of 98L46 Net, an arc length of W0.00 feet, o Nord beong North 20 degrees 48 mutes 18 seacrid. East. a Nwd length of 291LIM feel to me North Fore of said Northwest Duarte, thence Norm 89 degrees Al minutes 43 seconds West along said North line and nut tangent to last d Ted curve 118.23 feet to one centMma of Slate Highway Number 101; mince southwesterly own, said .-term. dog a rim langartid swim mat Is acres- to me no-lhwert, said cur- having a cen4d angle of 20 degrees 33 minutes 03 secands, a radius length of 521.15 fast. an arc length of =79 Net a Nod loading of South 59 degrm 19 minuta u eecamea Wool, a Nerd length of 221.60 fast to the point of beemnow, Pamd 2 Lot I. Blocs, I. Gateway Norm, Co-r Canty. MinnewN, Parcel 3 Lot 2, clock 2 Gateway Nam. Car-s, Cent, Minnesota. Pwcd 4 QuWt A Got-, North, Cast Count, Mnnemta. "mast VICINITY MAP - NoT m sCALE - $ m i wore a i tI— aLake Susa n"� a-aw,}rvyr,mg wSk?E:3� CTc,® w ya�zaLo w o arc NOTES t. mh wrvev tine am aopenrde.enpeon wwwm ewe enwm l.edwen wlwmeeanlw.d nnm w++nWnen�t.. title Imuruve prryvretl CY 5'e�'an.'n:.e GuaamY Conpany.Me m P W02t@a. aA¢L Na.'arnM.W. Y016. 2. the lolv4ons Iurwegrr-e ulxie-are asamcl around an nbmuhon ham Donner Stale Ore Call ry.- brr -Boo., Survey l.N Iman's:a,-uot'wN an a WnEnvam vl e... mope. procures, uses o: c:. ,,,we tine nelo locations nnlcn arty not ore eaacl. Von",, ulh.-crime, m corrou loo or dnpn. slbe wren ,ol'.. Nerm9 ry.-a Casas-tie CerverCcumy Ccawsrwx System N5D®. Cm,,acs e'er Carver County g-1d,eel, pawed on as Minnesou Conn race System. Southern Zone WM, 19661noi H4nV .w..) anu dlwdn-are m ree,. s. me area or Ter aaa'e OemSNI plgily h 4®8d spare 1ea1 w 10.56 ice¢ 6. Bsv, rraA. Surve/ dsF gag nmM'aeb, WCOi1®re'MENF, b iedln 9mdnwefM. CNnlaaen. o- Pala. d sine Hymmy lot. yP1em1M luemei mama weNd wmWrynsen dnancr r e..= a'e-, IWVD SII. LEGEND 'weewwxrlrr a swarm. xr vP ess' lrr . rO10 .IW YOI..IXr ems ate —IwaI�NOE 8a sw'aran r— g worm tie.- 0 awo.we asea • t60t1oC �. � arisen¢ Suss¢ a -was v, a 6 team m .m am nc cy.. °as opcwas am_a corm¢ rw e w flan e0 Y PYE w�sees sd oacm m ®omnm — wmnaw weraNrm IMLeT aptNstw4ynw4YW mm .a ��Wp< BEARING ROTATION DETAIL- NOT TO SCALE ALLIANT x uc ar New V4 W sin 2e 3�•ro�at (GM2Wx rxi) 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 wag 612.758.3099 Fail Www.allianNnc.com 1 /in'My caaTyNd mh flwvey. pxn. wrepwf p`grmd ay me w um'la my deM rygNviewr aq mY I sin a dIy IiRnsN Ise fier-,a ender m.lewa a m. am a Mrmremb DENNIS B. OIMSiFAO try M,10. to mt1 1ME Deal uunm xanaw EXISTING CONDITIONS SURVEYI °"""* ° PP.W.DE aaa®er Qeo PULTE HOMES OF MINNESOTA 8601 GREAT PLAINS BLVD. AND 79D 8 781 LAKE SUSAN DRNE CHANHASSEN, MN 55317 DATE KRAI® 'Wiwi, 6CNl V.w JDBND. l6ml 16D CREW TL SHEET 1 OF 2 599'9'AiF .U0.00 _ `Uy _ _ 9e a IfI` Mi�M.v I W Za®Iw rR.cr wR �yy5�� .4 sz nr.m,.s \ y5 _ L 6y1 P P,� Lu W I F- (L II I M9 IIY)• csy.n.•Ifu• d 1 Ip I B1 Psy9l.ya �I—I a ! ratl gii Caq=SJ33e211Y G=„2a■ ----------- — 1 IF I F== -- ` I [ ■ R=6316—m xu4 L-11T M -3 Nm0 C99=339 uG P)L 61 010 x, 4m_ x mx—,w— xva�.w �4ww _-- ----- ---_-_ -xm x xm - eaxvru xmau // n �F iw.e a I '�84a A "•' ...ro .� x®. ,. � x®. / smro x� ' i{' /� H wn I w�.' r xur e< nc � �nx z. .Sm'KYJF AS6LTz.. a wsrti¢r x/v eC u I ; Ira eu�awcs p •w wee: xtr N,F,Sn a ' SEE SHEET I of 2 amir•E x. j BEARING ROTATION DETAIL- No7TO SCALE M1 ffW v. 64 N 399•I9Y]F rcw,[n a LEGEND ..a — Y�waa.» g:ne n.� m mur?�I,�...ne � m"sc xo: x.v61R•c,. Ouon mwia[ ea] �16 ,�9��wy s m�ee e v Isxlm nl w ®wmw —e—e—e— wa9rMr l�csEYY tlmflNf n^'eY. Ple^.wrtryl i pF®ctlh^w nrymxY a �urNv 233 Park Ave S, Ste 300 s..wawwm. wns �rm.amew c Minneapolis, MN 55415 u 812.758.3080 wn CAL�7 oF]wls B. clxsrFwo c 812.758.3099 FPX I A N T .ox,.xixc Mwlo zon 19a15 cn Iv®rants F EXISTING CONDITIONS SURVEY ° -mm weel®er oeo - PULTE HOMES OF MINNESOTA sa/® WIW7 0 25 50 Im snit N® 8601 GREAT PLAINS BLVD. AND 760 & 781 SwF r=w SCALE IN FEET LAKE SUSAN DRIVE .laew. i8afw CHANHASSEN. MN 55317 F>flncnen T. SHEET 2OF2 LEGEND: PROPERTY LINE LOT LINE ---- NO.W • FOLND IRON YONIAIENT Z 0 30 60 120 SCAI£ IN FEET MW,OtO NpS F a WATERS �� SOrot'32'E 93.3M1' vp 0 c • m r mom m ma Rm 1 as 9 DRIVE _ OV1 �`E _ me OI �-_l m s I APPLE TREE LANE ?d.m0 \ I i �$ 5 4a 3 D2 1 OUM1OTF m�m �� .rr m y N e O P N � tt1 Y m Y w F wm () w _ ourtorc � m .rnvcar m m by 1 m R,6aut ego STATE HIGHWAY 101 ounorE Pow i` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 RuxJ 612.758.3099 na www.alliant-inc.corn J Q J � m li! U) O 0 5 5 Za n Z Q Q Y Q Q cc w Z Z a g N F W a W W Q IZ D. D. I n... by ...Illy that rma plan. a... lic h—. a, r.p" a . o, a.a.• I ,ti-Ia a P.nblon cm that a duly U=.n..a PROMSSIONLL ENGINEER unav III la.. at ih. Slala at NINNESDEA YMK MVSOI. PE oax lldme No. OUAIJTY ASSURANCE/CONTROL e. onrE O-htd4E.; YPR OMWN: ELL PROJECT NO: 1'.-01P9 4 s.oE 4 of 29 WATERS EDGE DRIVE 9(U Ov`/ -iii�_ 0 20 40 w SCALE IN FEET I - -I� APPLE TREE LANE r. urr of xx auwrzR -. 48' sc a 4 m.az' 30 10, 1se.eo• �\ � \ • � I y1Lrg SUOI Sli 124.OU \ $ y�R Rt v O` ONt �- FOR P,E,V\E`N P��PM\� P� oN. N ts7 M.W' 24.W 24W 2AW 26.W R s s BI OCK LID 5 4 3! 2n 1� R� n MW 24MW 24.W 2AW :6.W 4.q A � F OUTLOTF ORNVMS IxO mom` UTIIry iA41Y]li nY'4 Tzsa' d�A- a ill 5001'ST'E I2AW �._L-M W R MOW G9TW'W a1O+ ry101I OYw -- OUTLOTD WOVW-E LVn° 1&w. "4J. �' V bo D L-2 ° �' �T S. ,ter MO,nOrllcpo i 1 H6B56'YYE 1fl6T-- ,�' O : T^ I W mrL 9101'1T'E nlr 10.'� - 3 $. st09'OYE $ - it n MO21'OYW - $ g T0.5a• %D 72 ��IppTE $ 'g SI-,,Of g MIOTTOI'Y V •% ' Q 51oT1'OY'E $ L. 9p in N - y- .''a f 5+02TOYE 10.Y2' $ ao IAA $ A � , a S o Y m E 'C OYAYI u slat � ^ x1a'LfaY $ 1 I � aYE TT.sa $. � 8 TzsII $ �. pOyi x1aM'aYw n.SQ $. ED8. , .r 91a�TON $ ; n N10R1'aYw $•A i S rU3Sa'I2sy 8 a 5 or4 a N 'cV, w 'R �1aYE Ta `A' $g $ g 12.5a' n x1aRE0'1'w OUTLOT C a AlEA Wa4 n Er.sEuO+r S TA TE H/GHWA Y 101 r 101 tfleY > A= lye n -W vNN o� s/ iyp i u: e 1Py 8 b ea J` Iry W, 41 �l 8. Y S 0 a y'8. e'y9 1 fy� 3 S 4 N� OUTLOTF \ SF0 091 lr xl0 p Ip ulux Ew5E2u� LEGEND: PROPERTY LINE LOT LINE R.O.W • FOUND WON YONMENT PARCEL AREA TA PARCEL ARFA SF AREAAC 81i1 I.M ON alA 1T40 am 131-L3 1,T40 am 13u4 1.14a am 8145 1.7m 0.04 Bleb 1.805 am W-Li I'm a.W B212 1.740 0.04 WH 1.740 am 82a4 I,T40 am W-L5 1.140 am a l I.M a." a3az IT°B 0.04 63-13 1,14a am 834.4 ,.T40 am ena 1585 0.04 B l I'M am 84i2 I'M am B4 I'm am B 4 I.M am B l I.B85 a." BSL2 1,740 am 13 i 1140 a.W 13514 1.740 a." 135.L5 I'M am 8 l IAXI am 0842 I.W2 a." esaa I.M am BB1A 1.= am BTiI lees am 13R2 1,TM am BT1 I,740 am BT,L4 1,740 am BT E 1,740 a.M 13715 Ims 0.M Pg FLAREATABLE PARCEL ARFAW AREAAC e l I'M am Bg{2 I,T°0 as BBiE IjQ 0.04 8 4 1,740 a." IWS L740 0.04 ex6 tees a." B l I'M am BB12 1.T40 am BB{3 1,T40 0.04 B 4 1.T40 am Bet5 I'M am 61011 1,M5 0.04 al u 1.70 am B1015 l.Tdo 0.04 6114 1.140 em BHW- ,dBS O.M ailll I'M am Bll a 1.892 am 811{4 1.833 am 612i1 1.833 am 812i I.M am 61219 1.M am SM4 1.8W as B1441 I'M 0m al4 I'm OA4 sl l 1.692 a." BI414 I'M am OUTLOTA MART am OUTLOTB IBJN3 am OUTLOTC "'M 1.47 oUTLWO ri-3 0.49 CUILOTE Ron O.TS o111E0TF 46.203 1.06 R01x MAll On TOTAL 384$65 8.13 ��) Ab ALLXIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758,3080 haw 612.758,3099 FA% .w .alliant-inc.com J W U J a FQ F f Go p Z V) s O g g W a a z cc Y � Q Q Q Z Z W IL W W i J J zz W W W 3 o a a I hs, y -. H, In.t W. 0. , aP.alRnlw,,. . eI m. c, - nav my 47.... tl� ncr a duty Uc d! u<..a.a %. W...14 ENGINEER un°a S M. of IRA Slab of I YIHXENlr1 M YM{ MURiI. K ai. II.... X.. QUALITY ASSURANCE/CONTROL ry "W DATE 15511E aE9p[R Y%1 aMME EIL AOI= XR 21"IM 5 WIMT 5 of 29 �Z a 20 AO 60 SCALE IN FEET w � NO w Sa W WE 13366 OUTLOT mMN ¢ Ma uTUTr usEw7.7. �� B,k M1 O � J2 ST..iB'SYN 1414'3'JWIN la r �1 : Na.,zzaT zan' N� N FOP 1 \MW4n�N PR�'�" °°NgtP NOt FOP OUTLOT OUTLOT B .............. _................. aMO unuW Tr "EwwT 1 LEGEND: I PROPERTY LINE LOT LINE — R.O. W • FOUND IRON MONUMENT WATERS EDGE DRIVE ----------I---- - o- Nth , 2A13` s1PLl'1]t !i 9 0T�gE C, � Ii SO NNTi6•STN___ M v0 'I I e.aR e Oo =± �o ' RNA OR -00 �y.lA .(P N NNT11iT.$i Q$. •( ��d Qp PARCELARFA TABIE PARCEL ARFA SF AREA AC aul tees o.M eli 1.7N0 0.04 Bl-L3 I'm 0.04 si-LA I'm 0.04 BI. 5 1,70 am Bile 1.= 0.04 8211 1AM5 0.04 B412 1.710 0.04 W-3 I.TQ 0.04 WA-4 I.7410 0.M B2is 1.74D 0.M 132-LB tees 0.M EI toes 0.04 B3L3 1,7410 0.M B;L3 1.70 O.M 83-L4 1,TN0 0.M EEI'L5 I'm ON 1,Be5 ON ;7B31a . A 19$7a Odd cArnumB 71.53e 1.64 - P� i` ALLIRANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612,758.3080 wRN 612.758.3099 Em yy w.alliant-inc.com J W U Q J a a a F Q m p 7 Z 1n 5 g s w a a cc 2 Y a a Q w Z Z IL g g a H n J J in W W W Q cc Q. U a a e.eey 77 7 r7 Ion, w ..Pon . a Pna66-V.n, p... e by m une.. m7 anal .up.nlabe <M mm I duly u.. —.d OEESSIONAL wawEER ands FF. Z 1....1 m. Std. o. MINNESOTA MAP. RAIISSI. PE OaN Il..np Ne. OUAUW ASSURANCE/CONTROL DATE DATE ISSUE 5-19-17I CIIT SIIBMmAL PROJECT TEAM DATA .CSS.ED: MPR OMNN: ELL PROJECT NO: 316-0199 6 SNEET 6 of 29 LEGEND: _-----._-_ EASEMENT UNE _ - -- - BUILDING SETB.4K PROPERTY UNE LOT UNE --- ROW z 0 30 60 120 SCAT£ IN FEET GENERAL SITE DATA: f 21A swUJx A _dee zx 2tx vcl 1F� TYPICAL ROAD SECTION (24' B-B) .02 mb o - ro Im.N GwtD Iw1 noam Ore m vrtx vc NORTH PARCEL: PD - 2529=10. 250242420 E%IBIING ZONING - RSF-SNGIE FAMILY RESIDENML PUOR-PIANNED UNIT DEVEIOPMEM/RESIOpILLL OSIRNT PROPOSED ZONING = POOR 2030 LAND USE = RESDENTTLL LOW DENSITY RESIDENIML MEDUM DENSTY MIXED PROPOSED LAND USE - NG CHANGE GROSS MCA 8.133 AC PROPOSED WATERS EDGE DRIVE R/W DEDRI 0.795 AC NET ARU 7.338 AC NET AREA WITHIN SHORELANO OSFPoCT 4.111 AC PREVIDIB AREA WITHIN SHOREIAND Dsm7 9g328 SF (W..%) PRIMARY STRUCTURE SETBACKS: WATERS EDGY DRM: 25' TARE SUSAN DRIVE 25' IP 101 = 40' PRNATE ROAD = 2C BACK-fltT( DRIVEWAY - 22' MIN. (22'-26' RANGE) :Ye14119MII id �I ; CONCRETE 1 SIDEWAL ROAD ` (INSET A) m %gy o ) ,• STATE HIGHWAY 101 PAVEMENT SECTIONS wr m s..X SITE PLAN REVIEW TABULATIONS: PID - 252930030. 252930040 EASING ZONING = PUCR-PLANNED UNIT DEVFLWMENT/RESIOENTML DLSTRICT PROPOSED ZONING = POOR 2000 LANO 115E - MIXED PROPOSED LAND USE = NO CHANGE GROSS AREA 2.433 AC PROPOSED R/W VACATION AREA 0.394 AG GROSS/NET AREA 2.827 AM (INC R/W) PRMAI STRUCTURE SiTBMPS: NORTH PUT LIMITS - 25' SOIH PUT LIMITS = 25' UNR: SUSAN DRIVE = 25' TH 212 = !D' PRNATE ROAD = 24' BACK -BACK N l DRhEWAY = 22' MIN. (22'-26' RM9Gq FGON RV CONSPVS\Hy0 S `NOS Foa RJU PROJECT (NORTH AND SOUM PARCEL COMBINED) TOT& AREA WIDH R/W VACAMO N - 10.950 K (477.418 SF) GROSS BOOR AREA OF EACH BUILDING - N/A f SITE COVERED BY BUILDING = N/A i OF SITE GOWNED BY IMPEIMOUS SURFACE = 43.7i i SITE COVERED BY PARKING AREA = N/A PROJECTED / OF EMPLOYEES = N/A OF SEATS IF RESTWRANF OR ASSEMBLY PUCE - N/A / PARKING STALS REQUIRED = 1 NSROR STAUL/4 UMTS = 21 STALLS 2 GALLS/LINK (1 GARAGE) = 1" (82 GNNGE) / OF PARKING STALLS PROVIDED - 154 GARAGE (2/UNIT) 181 MWOR (164 DRW %yAY. 17 OFF-SMEFT) HUGHT OF BUILDING/STttXTURES AND i OF STORIES = 35' MAI HEIGHT/2 STORIES OUP 1 IN NLI, .-MEW S s u or / 1 OUTOTF i 1 t POI[ \ ! DISTRICT �SHOO NDD DISTRICT BOUNDARY I APPLE TREE LANE jII NORTH PARCEL ' (PHASE 1) � I OUROT F\ \ SITE PLAN NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ME LOCATIONS AND ELEVATIONS OF EASING UTUTE5 AND TOPOGRAPHIC FEATURES. SOON AS E1lISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS PRIOR TO THE START OF STE GRADING. THE CONTRACTOR SHAH IMMEDIATELY NOTIFY TIE ENGNETR OF ANY DISCREPANCIES OF VARIATIONS FROM THE PUNS. 2. ALL DIMENSIONS ARE TO FAME OF BUILDING AND/OH BV:K OF CURB. MIMING DMFNS[N9 REFER TO OU11 IpE OF MIMING FAME OYP) UNLESS OTREMRSE NOTED. 3, REFER TO /JiCHTFCNRA ORAXINGS FOR CONCRETE STOOPS ADJACENT TO PROPOSED BIIING 4. CONTINUOUS CONCRETE CURB : GUTTER WHICH CHANCES TYPE SHALL HAVE A YIN. FIVE FOOT T SFFON ON PRIVATE ROADS. 5. ALL CONCRETE CURB AND GUMER AAMCENT TO CONCRETE W BE SEPARATED BY A 1/2 INCH EXPANSION JDNT. G. PAVEMENT STRIPING SHAM BE 4 INCH WHITE 7. ALL WORK WMHIN THE R.O.W. STALL COMPLY WIM ME CDY EINGNEDBNG DESIGN SFAt4Y[5. 8. -NO PARKING FIRE LANE SIGNS NUS➢ COMPLY WMH COI' ORDNANCE, THERE IS NO PARA.ET. PARKING ALLOYED ON PRIVATE ROADS. 9. A- CURB AND GUTTER TO BE CONCRETE 8612, SURMOUNTABLE. OR 3618 TYPE AS NOTED. PER CITY STANDARDS 10. STEPS WITH MORE THAN 1 IRSFR. W REQUIRE 3' HANDRAIL. 11. CONTRACTOR SHALL HELD VERIFY TIE LOCATIONS AND ELEVATIONS OF EXISTING UTLITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS PRIOR TO TIE START OF ROLE GRANT ME CONTRACTOR SHALL TMMEIATELY NOTIFY TIE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM TIE PLANS 12 STEPS M FORMED/CAST-W-PUCE SIDFWNIR SHALL HAVE 6 RISER. -RAI'te` ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX W W W.alliant-inc.com -.J M 10 N J F— J Q wO O N1 cc el w i ga a a w < Er a In I n...ey cony In., mn .P.01- lon, o 'Ian. -Port = O PPLIN Sy m. . under my m aI.M aM In. I e a.Y .:-. PROFESSIONAL ENGINEER unar m. Tara ofthe Slot..1 YINNESOTA W. RApS(]1. PE QUALITY ASSURANCE/CONTROL )F51GNEp: YPR pMWN: ELL PROJER N0: 211-0199 7 n 7 of 23 a ocK LO — /5 4 3 2 1 ^GVe-OaNs"- 0 20 A0 eo �rtko FoA SCALE RI FEET LEGEND: EASOWNr LINE APPLE TREE LANE - - - BDILDIRQ SETBACK \ INE UOT UK LI Lor NE TF � \ 1 I TABLE ChC N L 1 Z I V �E � In I v I m G in 1 �I QJ 1 PROPOSED R/W LIMITS ar O 1 \ w � I t N \ I ~ I P51te 6% ALLIANT 233 Pal Ave S, Ste 300 Minneapolis, MN 55415 612.75&3080 wau 612.758.3099 Eu .".alliant-inc.com LEGEND: EASOWNr LINE APPLE TREE LANE - - - BDILDIRQ SETBACK \ INE UOT UK LI Lor NE TF � \ 1 I TABLE ChC N L 1 Z I V �E � In I v I m G in 1 �I QJ 1 PROPOSED R/W LIMITS ar O 1 \ w � I t N \ I ~ I P51te 6% ALLIANT 233 Pal Ave S, Ste 300 Minneapolis, MN 55415 612.75&3080 wau 612.758.3099 Eu .".alliant-inc.com FJ F J � W V m ¢ 7 a to IL 0 g = o [' O Y cc Z Q Q w Z Q a J N a w a 2 H Araby certify that this plan. ecificWlon, a -part w prepared by m under my aired euwml and mN I a duly uen-M PRBEESSIONAL EN4INEER under Ibe 'a as of Ma Stale a1 NINNESOTA A." R1 '5 PE Du Na. QUALITY ASSURANCE/CONTROL ai Jf DATE ISSUE 5-19-17 CITY SUBM17AL PROJECT TEAK DATA DESIGNED' uPR D.: Eu PNOJER W. 21"199 8 SNEEr 8 of 23 PED RAMP i PROPOSED TRAIL EASEMENT BITUMINOUS TRAIL REMOVE MSTINC APRON [EXISTING REPLACE W/ 8618 ChG - - - — - - - PROPOSED R/W VACTH)N� 5- TRAIL/WALR PROPOSED R/W VACTIONI a $N Imo___ __ PEO RAMP 1 - {O / 6� \ INF. BASIN \\ OUTOOT B .:q 4q \ / \\ //�OEWALK\ 'L N 1 5' S 1 EX R/W P h SOUTH PARCEL (0 N (PHASE 2) --;� Z 0 20 e0 S0 SCALE IN FEET �I !OG !°1 O\ p MONUMENT/CDL (SEE AMENITY \R `J \ [1 1!� u0p Op 2 n2 O MATCH - S EMST IT y MST p - YG Y,7 FULL DEPTH SAW T\ V MATCH EI65i REMOTE ETOSRNG PAVEMENT ' CONSTRUCT 8612 ChG �NO,a OUTLOT B N 0 2� WIDE CONCRETE SPILLWAY FOP p`v\E`B\ oN P� PREP" GOA Nat FOP LEGEND: �EXISIINC _ __ _ I LINEEBUILDINGLD - BUILDING 6ETIVLK PROPERTY LINE LOT LINE WATERS EDGE DRIVE — ROW B612 ChG 5. TRML/wAEi< SIGN 4 NORTH PARCEL / (PHASE 1) Al ALLIANT 233 Patk Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 NwN 612.758.3099 FA[ W W W.alliant-inc.corn yJ- F W V m a U) a s g a O 2 y a cc Z W Z a IX N a a LU a a ro n...er .•nl+r mar 'hi. 'Icy. a P.<I11<ollon. or r•P+ orep-4 by my or ua E.r my Eir rvgM.ba aM that I a aaN .—.a PROEESSIONAL ENGINEER -4o Ir. lava of by W. of MINNESpt1 M. RAU 'PE peM1 Ilew. No. OUAI-nY ASSURANCE/CONTROL DESIGNEp: YPR pUw ELL PROJFC! N0: 216LUIN 9 SHEF 9 of 23 -- APPLE TREE LANE GRADING LEGEND: PRCPOSEO LOT ME RUNNING WALLGHAOING PAD, SEE DUAL (NOT DET'ICIED N RAN NET, ■ PROPOSED CATCH BASNS w PROPOSED EM DUNG FOOTPRINT REAR PAD FLEvnnw _ >— >— PROPOSED SIIXRY SEWER GOUGE FLOW EQonA N (AT DWR) - - - - - - - PROPOSED EASEMENT sPEOFIEp IttXTs FER RE (SPILT UNITS) NOGRONAL WAGE STEPS PROPfAIY IJNE wYENAY STORE SETBACK LINE EXISTING CONTRM LEFT LINE — S13 — PROPOSED CONTOUR RIGHT-OF-WAY Attu �A4 h.- PROPOSED SPOT ELEVATION TREE PROTECTION UNITS rvyyyyy-Ayyn EXIS LNG VEGETATION UNITS Tor 15.0 9W "D TOP OF WALL ELEVATION TREE To REMAIN (PROTECT) Q15g BOTTOM OF WALL ELEVATION �20R DIRECTOR OF DRAINAGE EMERGENCY OhflflSW RIi F°P aEN\S'N Pa �z ��Mc�N 01\°N °NS 0 30 so tzo p10t FOR SCALE IN FEET GRADING NOTES: 1. ALL FRSHED CREMES St SLOPE AWAY FROM PROPOSED BUILDINGS AT "MUM QiM{ OF LOS. ALL SYNFS SW11. NAYS A MINIMUM SLOPE CP 20]i z THE COMPACTOR SIWI IIID THE M1M[FM REASONS FREE CP OE9tlS N0 PREEN THE aFF-STTE TMO®4 CF SOl IRE /6d0]V!(£'Mil THE MEpAlmlellR M TXE CITY .RFD WRERSIED. 3. AVTFY BANNER STATE ORE CALL, AT (SOO>ssz-llss, 4I HOME PRIDE TO START OF WNSRNCfKKI. 4. ALL XWROrEWII(5 To COFFgM MR, CRY OF CIMNWSSEM CpBTRIICfICM STA1WfM5 SEUNATIDN. LXTEST EDMON. i RO[W Cdti1RIX:IKM ENTRMfES STWL BE %NACd AT ALL AY6IRULTIIX, ACCESS POINTS. B. REFER TO CWTECHMMA. REPORT AND PRONECF MW WL FOR SM CORRECIpN REQUIREMENTS NO TESTING REQUIREMENTS. 7. STRIP TORSO. Now m ANY I,'ONSTM.CTpN. ROUSE STOUTSLE ON SITE STOOR'IIE PIIA&TEIS MIST OF PFOTFLIED WITH SILT FENI 9. . m START. F.ENSTE" TICH, THE WNEDEPOR PALL TC RESPONSIBLE TO, MAS SUE RAT ALL REOwRD RIMS AND APPRWAIS TMYE L@R ONTARIO NO CONSTRUCTON OR FAIOCATIw STALL SOON UNTIL TM CIXRRACTOR TITS RECEIVED AND THOROUGHLY RENEWED ALL PLANS AND OMER DOCUMENTS APPROVED By ALL OF THE RRNOTONC A DRE RTTE& B. MIIECVrsur FOLLRWRIG GRA^MG w (MI ON NEATER) SRK SLOPES AID wMWF SAMEA YND FHR ELANI w cr ER MPTtIAD . EveyUSM' EETNW (MRIOhR By EN RISE R) STWL B: APRID Q9i MROh➢ SFFD MwNE ARE, A MINIMUM OF 4- TOPEI IO, THE GENEML CONTPALTRR MAST ClEI DEWATTAI G PLALS'MTTF AL SNwNMACTwS TOYFRI Y NPDEB REOUIRFYBRS. M DEVATFPM. 6 REQUIRED, NMNG CONSTRUCTION. a'fRRACENR 90UD CONSW WIM FM9]N CONTROL OSPECTOR AND ENK`NEFR TO DETERMINE KPROPSWE NUMMOD. 11. REFER TO STNOAATER FOLLNON PREVENTION PAR (SAPPP) FOR ALL ETg50N AID SEDIMENT CONTROL DEVKE LOGATION. D'SCRPPI NOTES MO MAU INCWpNG CONCRETE WASHOUT STATION INSIRUCIKKS. 12. BIASNG PUMPS ARE REQUIRED FOR A- RETURNS WALLS 4 FEET IN INDENT OR NEATER AND THE WNLS SHALL BE Dd>R➢ w A SDRKDGMUL ENGINEER WREN DESUM REVIEWER AND APRO/H) LEY TM OFF PRI To I6TALATINI. 13 A S FORT SAETY FINDING 6 REQUIRED NOR AL WALLS 30' TAL OR GREATER INFILTRATION BASIN NOTES: 1. INFILTRATOR WIN AREA NETTS TO BE MR EXG\YATED TO L OF ELATING GRAVU. Sp15 AND FNII OWED WTH DESIGN SOIL MIX. SEE OUNA ON SHEET 11. I ALL TEEBVPNN EXXI COMFtt OEYM'FS MISF EF Y6TALLEO PRIOR TO ESFALATXXt/CwSTREKT01i OF Nn xyUlM1 IM4N. 3. ALL S1wYWATER RUNOT SHALL IS CYYFRIED AWAY FROM INFILTRATION AREA TO TENPoWII' SEDIMENT FOND UNTIL BASIN 6 COYFIEIFLY GRADED AND PLANTED. 4. [0161MRTON OF WIN SMALL PE SUSPENDED gt@Nr PERSONS OF FWNFALL OR Soo" T. CONSTRUCTION SMALL IW1WN SUSPENDED IF RUMOREDMUTER 6 PRESENT OR IF RESUDUAL SOL MOISTURE CONTRIBUTES, 9wR1GMlt1 ToTXE POTENTIAL. FOR Cq,FYCIgX. 5. COMPAUUM AN SMEARING OF ME SOULS BEHENN ME FLOOR AND SLOE SLOPE OF ME NFUL.. PASN AREA. SMUL BE NMIIMEO, DMING SIDE OE\ELORIEMT. Tiff AEA DEDICATED TO THE BY411G1gX MSTI SWIl SE CORTUNED OFF To PEOITR ACCESS By MAW EWpHI NIT DOOMP FDM M TURF Cp6RES. MA SHE HA91 MTLCES EXGVAINN NOES. UNIT EGARIEM WIRE T1116 TIRE 1XE5. WISH B]MILENT OR WOE 1NGl( LRAyb6. G. E CDMPAGROM OQ1RS AT TM WE OF SHE WIN. SIZE Si SHALL BE REFRKT.$D TO A DEPTH AT LEAST W. " S,FAIAC COEMS. TTE EMMED IE AREAS OF TNIOSAGE 9N11 RE ISMECRED BY WINE OR I101D-RWNG I WNIRA:ROR TO DO TEST PITS WRING PILE OF l;fb'IRI1CfITN TO EVAMUNE AR' POSSIG E NEEDS FOR TOIL GUARD IwS ENCREFA TO RENOY TEST PIS To DETERMINE THE NEED FOR AN LWOERCNM FOR ERNER TEEWwIR! TURF EsrIBIIDYEM, OR TO RELIEVE SEASONALY RNN EATER CO M0R& B. CDNIRAGIDR WY CIW`ff m IEAME BA9N WTTw ELEVAIMN IN.TI 1'-2' OU2NG W4 GRMANG AND cwP£lE GRAgNG AFTER UPSTREAM AREA 6 STABN2ED. PAD WORTS =4 UNIT So' 5 IIHIT lay 5 MIT 14{ ni o- RI TON w o- pAl®c S ML ffi o- 0t1®C YRtl[ rY k.obo Row %4 L MAST ORATE LOTS A6V �� m NTiEXTENT1FNT P09HE HOLD DOWN DETAILS ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612 758.3080 LAIN 612,758,3099 — .Yww.alliant-ini SAWS, -ri cool 1nB "I n,-HT-T-, or repoN w Poi by me under my alrM eowr"i <M TON I e awn Uco-iio PROPESSIONLL ENGINEER undw tN Iowa of Ma S1cle of MINNESOTA YMIX MUSCN. PE mH u<.... nee OUALJIY ASSUMNCE/CONTROL MUGHM MPR MOO.: FILL PROJER R0: 310-T19B 10 MEET 10 of 29 WATERS EDGE DRIVE Z 2] RO EET OONStP rtjol IF P ill, S TA TE HIGHWAY 101 APPLE TREE LANE N. LYE 0 .W O'HHIER '� \ TSEC N �� \I 1 P' 1 Y GRADING LEGEND NCI'. uxE SfE ONENG I-01 VWPROPO� (NOT DEPM, (IIOT R IN NEWPRN4D G FO BUILDING EW1PPoNi BUI pENNP EIE QE F-O F AMN (ATP^.IXt)sPEanm UNI15 PER 0" (SPIR UMIS) ACIXIION. GM GE We" ryGrfRAY 4CPE CQWINC CONTOUR —912 — PROPOSED CONTOUR M •12.N 8`ti PROPOSED SPOT EIEVATwN w 1&0 TOP OF WALL EIEVATWN WW 11A BOTTOM OF W/ ELEVATION DIRECTION OF DRNNACE y EMERGENCY OVERFLOW ROUTING RUNNING WALL ■ • PROP CATCH BASINS — >— >— PROPOSED STORM SEWER - - - - - - - PROPOSED EASEMENT PROPERTY LINE SELaACK LINE OT ONE — - - RIGHT-OF-WAY -______ TREE PROTECTION LIMITS EXWING VEGETATION OMRS 152A TREE TO REMNN (PROTECT) ALLxIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAm 612.758.3099 PAx www,alliant-inc.com J W O ¢ Q a x cc ¢ O z a g k a 03 ¢ rn z g cc ❑ o d i r ❑ ¢ z Y Q ¢ w z z O a z a J ❑ fA € WCC Q W cc a C7 nNy c 7I....... Plan. P-puicalia nE by mi or -—• my .Trod . MW I ..I, u a ady c....ri Or PPOIES ENGINEER unaxr .1 m.of M. Slab of IxnE50TA YNK MURK. PE O.i■ llava� Nu OOAl1r7 ASSURANCE/C01IT11OL 9mM■u w dM": Ml PMOJER NO. 21"1" 11 sxEET I I of 29 0 20 40 8O SCA E 9 W ON&V FOP P\M\ A NO PREo j%0TA ` GON5jP \ nN15H RACE \ § (z1 unx) 904 F�Mi 'P904 - \\ Y ROIX \ REFIFFA \ W IIF TIM EE; 900_ _ Rmn \ IF]YA YiGST 896 1— — — — —� 896_ EXCAVATE -RI NATW pi I_AA SOIL 894 894 0+00 1+00 2 cenr�el A A WATERS EDGE DRIVE —_ i 4z 2 snrt RNCTUIKYI WMR RASIN BGnPI rt I r i ROCK WEEPER PROFlIE VIEW GEDfIXRE FIHRC lL`SR TYF£ N I1fNL NOTES: RvnaM of MPIMs 1. SEE NldpT SECS 2S11 WI. S)J] • ]E69 :. 1M41VCP3 (SPEC. NAu FM GOPE1RlE M9dC NMR. ROCK WEEPER (NTS): GRADING LEGEND PDEfIAUN NCY FOOTPRINT wI VATIX! (AT DOMO fiE GRIT DMTS) I RIFFS MISTING CONTOIR —913— PROPOSED CONTOM J +M2H alY PROPOSED SPOT ELEVATION TIT 1" TOP OF WNL EIEVATKHI W 11L BOTTOM OF WALL E AT10N n.aot DIRECTION OF ORNNAGE OAERGENCY CNERFLOW ROUTING RUNNING WNL ■ • PROPOSED CATCH BA61N5 — > > PROPOSED STORM SEWER PROPOSED EASEMENT PROPERTY UNE 6EB1LK UNE LOT NNE — — — — RIGHT-OF-WAY TREE PROIECNON LIMITS E)GSDNG WGETATION WITS n Sz4 TREE TO REIWN (PROTECT) .1a oREGn1A I]u�`ium mvu SECTION A —A �NR FIGR seTNN s Wlr000Gw A .`-A 8 � SECTION B—B PLAN VIEW INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 Mw 612.758.3099 FAx iNmNalliarR-inc.00m J W U IZ Q IL x O N J z a J a w m 13 D a in z � a 0gcc _; o Y 2 ¢ z R Q Q Q w Z (7 F < J O W a W < 1 Nanby ..MITT M. Mlv plan. aw.m.uflen. a -;Rd d .a pnpu.aG bT — M.. my di —I .uwni,mn end MW I a.I, U..n..d PROFESSIONAL ENGINEER UMW M. Nv .f IN. SIRN eI MINNESOTA WRIt MVSCN. K MN lkw. Nn OUAUTY ASSURANCE/CONTROL 1O TNE DATE ISSUE S-ltl) = A91IRY PROJECT TEAM DATA OE9bNP. I!R MAWIk ELL pROJER Nn 51E-01N 12 SERET 12 of 29 WEST PARK DRIVE HIGH PT STA: 2+20.00 HIGH PT S 4+18.34 HIGH PT BLEV: 91288 HIGH PT E V: 912J5 950 PM STA1+95.00 PM STA 4+16.82 - _ PM EIEM912.76 PM ELJE :91280 950 I K:14.Y6 _. K 2.07 _.. 5000 0. LVC. 00 940 - +P w 940 LOW PT STA: 1+19.�m w im NDi w LOW PT STEM 910.55 930 PM STA:I+3ODO 930 _PM ELEV_910.16 STING GROUND. - _ _ __.._I. _._. _. _ _- _.. _ _ _- _ K 10.09 LVC 60.00 0 00 a m + I 920 0 II 0� +m ym II ry FINISHED GRADE n+H E 920 _ - � <> S A 5+05,02 f 2.110x V 91254 OSOx -0]ex 0J8% 4JJ2% -0.64x -33.33R ----- 910 -1.95R ----_-__ STA = 5+1102 ELEV= 911.32910 - STA = 5+.35 FIEV = 91111 )1 1 STA = 4+95.00 -630% _ 900 - I ELEV = 912.30 900 890 890 J CS 31 - 88C F1 w1ry'o 880 My WV' 0 + 870 F6 � JFN om.. 870 NG o` _ _ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 BLE HERON DRIVE MO HIGH PT TA TT STA: 2+5J.33 HIGH PT 15 20 LOWMT E2V+: 3 PM SAV900 +: PSTA. 49.00 950 PMV91491 PM ELEV9ILBJ J'"' 18.50.. K: 10.34 L 5000 LVC: 45.00 940 I + +a m ^' 940 _ pOSTING GROUND 930 930 II II I FINISHED GRAVE m 920 II p1° 920 - - __-A.LSx-__ -3.esx 910 ---- -- a50z 910 900 I I _ - I _ _ 900 890 890 ED 880 rc FIW slo o x al- m 880 w Wry0 bm U}p WnY k FN 870 87C ED 0+00 EAGLE VIEW ROAD HIGH PT STA: 3+67.50 HIGN PT STA: 1+32,49 MC-1 PT E-EV: 913.96 HIGH PT ELEV: 916.59 PM STA3+85D0 950 PM STA1+25.00 PM EIEY.913.75 950 _ PM ELEV.91J.05 K:14.88 K:26S7 LVC: 35.00 _ LVC:100.00 +m +m 940 ^m + +m ... w W 940 100 PT STA 4+43.19 DOSTING GROUND LOWPT ELEM 912,41 930 STA:4+28.00 930 a o m _ --_- __ g o _ _ N ElEV:91222"MA�DE m q K: 11.45na, LVC: 51.00p9920 R+aSTA r < <i_ = 6+1s00 920 ELEV = 916.96 33.33R-1.20%5x2.00x STA =6+07+00 910ELEV= 914.29 910 STA 6+0133 ---__-� ELEV= 913.80 900 I 900 890 890 880 ED pW.I. S 880 mar 870 um 870 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1+G0 2+00 3+00 4+00 Olk VIEW ov&l9 ` Pcos ��` \MNNiJ�S1�N 0 25 50 tOG to AL E IN FEET ��^ ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612+758.3080 MVN 612 758.3099 Pqx M alliant-inc.com J W 0 cc J a IL cc cc 7 z to fn s 5 W o J a LL w 0 c Y 7 Q d cc a w ? y a J W a W Q cc a 0 n•r•ey a•nlry mm 7 p 7 pmPo ;tl by m* A,una., my al.•m w•m•m� .m m.r I 5510NAL ENGINEER una•r ". 10 m. sm NIMNESOTA MAW P.IYSCH. PE Dm. ucm•• ra. OUAUTY ASSURANCE/CONTROL Ty- DATE DATE ISSUE 5-19-1]i Cf!>' SY9YIRLL ' PROJECT TEAM DATA DESIGNED: YPR ORgwH: ELL PROJECT NO: 31fi-0189 13 SHEET 13 of 29 STONEGATE RO D 950 I I 950 940 1 940- 930 I 930 _ I 920ana '+'P 920 1 E II II - — 1'-TEAV = d+36.59 = 911A0 2. STA = 3+40@5 iL \ ELEV = 911.49 910 ---" -0. ]1R 110R / o'er% 27.11% 910 _----_— _—_ STA=3+50.00 I — — — ELEV 908.24 900 I 900 890 1-I I 890 VI 880 <Im o 880 _ r+o Nm ar 870 870 a `n - an �� a, 0+00 1+00 2+00 3+00 4+00 950 940 930 920 910 900 890 880 STONEGATE ROAD HIGH PT STA: 1+90.50 HIGH PT ELEV. WI.92 PVI STA:2+08.0 950PN EIEV:90038 K: 9.65 - - - 0+00 1+00 2+00 P°A,-,4. F *A�N clov, N°Z FOP 3+00 940_ 930_ 920 910 = 2+18.21 906.37 900 890 880 0 25 50 100 SCAT-E IN FEET ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758,3080 NUN 612.758.3099 EAN �.al liant-inc.com J W U J CL a k n m O 7 fn (A 0 5 W o 'J IL LL Z } O ¢ Y a a Q w z z a � z N H a J dl W Q W a It Q u a 0 777, —71. Mol .... plop. aap,<ificufia moc& pmpem6 G, m ond.r mf di d ouPNMfI- and Me I a de, U.—n PROEESSIONK ENGINQN undx In. I.M.of MN Sfo1N of MINNESOTA WARN MV501. PE Do l — Ho OUAIJT ASSURANCE/CONTROL _— oETE DATE ISSUE 5_19_17 CITY SUBWHI PROJECT TEAM DATA oESIIYIEO: MI olurm: Eu P60JEU NO: 216-0199 14 6NEET 14 of 29 �Z Faa P`M`NPRy D aD 60 ®o ?�� G�NSSP SCALE IN TEED NOI FDP LEGEND: ]89 "'POSED CONT" — ¢4COYR O WMVH Y - RgYSD GRX Bt46 RSVSLD - PASEN S, ROOSE, JdE - SERAD,OE tm I . I -PE — OWT-0'-MIX O DSINC IIRF m 1£MW TARE PryEOIIXN 1YI5 . PE— SF . PROPOSES MTFFM^E (PE OYDND) m s . F%RI3D WT FORCE,IPoSr .DWI E.-I Ay BUT PROTECTION DAND M» OBT,MMN �I \Y�J 1HFDRV(I' ORVIYE NCNEIG DIIEC W4 GPDIG XIL'N N1SiOMCIDN ONmAI(£ -- W_\ APPLE THE ATERS EDGE DRIVE 1_ - s \ olmoTE o B dad o n p oTF o" ary LVQ' '�-_ OUi"OTD � £ 51 1 STATE HIGHWAY 101 SCHEDULEACTIVE SWPPP _SEDIMENT PANNIERS 1. SILT FENCE (YnDOT JIBS) _SEDIMENT PANNIERS 1. SILT FENCE (YnDOT JIBS) ym-MACNNG CONTROL 1. 2 CRUSHED CLEAN ROCK STADLIAT. RYP•c 1. SIMWMAY 2. WRS LOG (LAND DE4FLOPYENT) YnDOT TYPE I MULCH 3. ROCK WEEPER 2 EROSION CONTROL BLANKET % SEED D Mx MnWT CAT. 3 OI WMCO ��YET PRO (CTOT EMCA k C) � 1. MITDOT-1W (Y�O0TOATS Y 3 OMW ULCH YnpO TE 5 2. INMASAFE STORM DRAIN/WLYERT 2 �15p12(1 O2 YEM STABU2AT.) A' TURF RUNFORCETIENT MAT 1 SILT SACK (WDOT TYPE A) SC250 NORM AMERICAN GREEN A DANDY BAG (M.00T TYPE B) PERMAMENT SEED N Y/STARI "ATON OR EWAL-MNOOT CAT 6 1. MM 2]0 (RIBDENTAL TURF) z SOD WADING ACTNTY 1. CONCRETE WASHWT 15 DONE BY TRUCK WTH A MI WAS HWT SYSTEM FRONDED AND COPLETED BY THE CONCRETE CONTRACTOR. D1 i wus � I x W m, _► m r�ON MART I1cNZ Y! c I m NP � WN VICINITY MAP SCALE: )' = 3000• NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: THE MIAs GRADING CONTRACTOR R REEPCN99F FOR NSTALATON OF AU- EROSION .1 MASS GRADING PHASE' SEDIMENT CONTROL MST MANAGEMENT PRACTICES (BAPS) AS STOMA IN ME XAR %2E4AYE 1. INSTALL STABUIID CORI ENTRNN[FS MASS GRADING SYPPP (IXOPT FOR POST GRACE GYPS NEEDED AFTER UTUTY WNSIINCIICN 2 PREPARE TEMPORARY PANNING AND STORAGE AREA ACMATM. THE GYPS ME TO RE INSTALIID AT A MINIMUM AS SNOMN M TIE RAN, IF 1 INSTALL TIE PE-DRADNG AT FENCES AND WIET PROTECTION BOP. ON ME SIIE CCNDTONS ARISE. ADDITIONAL SUP S EMENTATON TO PRE` ENT SITE EROSION OR SEDIMENT A CONSTRUCT ALL PRE -GRADING EROSION AND SFD00NTATW CONTROL BYPS TRANSPORT MAY BE NECESSARY. ME MASS WLL GRADING CONTRACTOR IS RESPONSIBLE FOR A 5 COPUETE MASS GRADING AND INSTALL TE PORMY MO PERMANENT SEECING AND PLANTING. BMPS REWIRED TD COMRETE ME MASS GRADING ACTMTES AND ARSEWENT TEMPORARY i C NSTNCT POSTT-WMNG WT FENCE ON THE SITE SOL STADUTATON NECESSARY TO PREPARE SITE FOR STREET AND UTUTY CWSTRIC1pX AND HOME WUNNQ AT THE COMPIETON W MASS .DING WORK AND SATISFACTORY SITE SOIL STREET fL UTILITY PHASE: STMU2ATON. ME OEYr1A^ER AND MASS WMMG CONTRACTOR SHALL COWDNATE ME i. INSTALL UTNITER, UNOADWXS, STONY 4MFAS WRBB AND WTTERS TRANSFER OFSPECS PERMITRESPCNSPNI[5 TOME $TREEt AND UTUTY CONTRACTOR AND 2 INSTAL W RAP ARCH D WTET STRUCNRES ME CITY. 1 INSTAL WET PROTECT. A I AL STORM SEER SIRUCMES A' PAWS SITE FOR PANNG ME STREET AND UNITY CONTRACTOR AND CITY ALL MEN ASAIME ME RESPONSIBUTY TO 5. PAYE SITE. PRONDE INSPECTION MD MAINTENANCE OF MY IN -FRAM BYPS AS W11 AS INSTALL ME B7.. INSTAH_ WET PROTECTION AD&I BYPS REWRED N THE STREET AND UTIJTY CONSDNCn. DOCUMENT SAFPP. AN UTUTY INnI11 STREET NW uRln SILT HP. COMPIEDON OF STEED AND UNNTY CONSIRUCTO. THE STREET AND unum COME. AL_ OEN4F5 a REYOK AL IrYPWMr ER09. AND I, DIRYM CONTRACT. SHALL REMOYE MY BMPS NSTA ED D.fiMNG ME STREET AND Unun PHASE MAT ARE NO LONGER REWIRED AND CWTONAT: ME TRANSFER OF NPOES PERMIT E CONM (ONLY IF SITE i5 STABiLi2ED). IF REWIRED BY ME L.TRACT RESPONSE UTIES BACK TO THE DEVELOPER ON IFMYXATE ME FWTON OF THE NPOES PERMIT TRANSFERRED TO ME OTY AND TEN CONTRACTOR. SWPPP BMP QUANTITIES (PER PLAN): EROSION CONTROL DISTIRBm AREA 10.5 AC RESPONSIBLE PARTY: SILT FENCE 4,105 r INLET PROTECTION 3Y EA HOMES ]SOD OFFlCE RIDGE CIRCLE. SURE 325 7500 BIO2(%1 1B0 W/ CO PUNS MEN PRAIRIE, MN 553A4 SEED/SOD POST GRADING AREA 9.0 AC COMACT: CHAD ONSGARD PH: 952-229-0723 EM: chod.ond,ord0puRegreup.com NOTE: 1. SU SHEET 18 FOR AU- EROSION AND SEDIMENT CONTROL NOTES AND DEWLS. w, J ALLIANT 233 Park Ave S Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612 758.3099 FM W W W.alliant-mc.com J J a W 0 Z J d J 0 J � U U m Z D W g 5 0 W W a (n Y Q Q Q w Z Z a g U y i J N z W O W 2 cc u O. W I h1..Ny -My that " Pan. .P.dRCWicn. 1...P1n . Pr1P^,.e e, m1 w 1na.r mF ffl d .uwm.bn and mot I n duly U=ma.E PROFE550HLL ENGINEER undo m. Imr. al IN. Shd. M MINNESOTA YANK M .S PE Del. UwOw N.. CII III ASSURANWCONTROI iff ANTE DATE ,5511E DESIOIED: MR DRAYM: ELL PROJECT W. 316-0I112 15 SHEET 15 of 29 APPLE TREE LANE � r m � 1� m .o o ' Ik 0' p w0' 6 e �jw 1 Y 4 i / O P - vC MIPMMY SEDIMENT RASH AREA W/ FNRCLOTR pOIR P£J\S* °"w STA TE HIGHWA Y 101 --_• P^ O00 o zo w w r"OS f°FIN ITET WATERS EDGE DRIVE �— D N D 4ll�ig E 3d J� OUTLOT E Y RM91 .5 s d'ci� a z i 91 e (3-5) GFE 18.5 G \ N, 0 LOT F o❑ ; � ti 1 N I m A mid � D w o��w F)w .I LEGEND ID W6N R - WCN'9➢ [tt11PJR OIEC(NM R LP.1tlNE PRarosln GRN a.96 PNGPog>, s� �WR PMIPERIY WE - SEIB'L% lfF � lK 9iRJF-MT EY6RWC RREE ro Roaw .� RE— 4 PMi95F0 MT E (RE WING) w FEli2 (PCW GRMWI n DDND / �i \VJ �o�wxr owar¢ Rulnlc w�aw wa caw¢ ROCK CgTMFICN fNMNRE ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 NNW 612.756.3099 Pu W W W.alliant-Inc.com J W U a a 2 F Q O z J a J O cc J z O U m z �W �go W w a (n i cc z Y a a a w i z IL m O a N a W O LU Q Q IL LU I Nnq c.dify MN MN o on. .P.pcc by w In W.POM er m. my anuna.. n a mv1 .m I . d'i, U h E..e Of£sspHilL CNGNELR Xne.r PFe M. k.a 1 NINNESOf/. YNM M16CX. PE o.N u.... x. 08AIM ASSVRM4M/NNTROL pE9GNEM OM.N: fu 16 sxEE. 16 of 29 LEGEND: TEMPORARY ROCK CONSTRUCTION ENTRANCE DmTxG (PER CITY DUAL) -1e9 raGmsn CWIIWR k 4 nmEvgn c5ra exvs WATERS EDGE DRIVE ----- --- P2{OgU EASfl011 t_ - QUTLOT8- - - �� -. _ � osllxc mEE m Imwl, -DND�- - /�-�°DND- ------ J r P1E 4 — PI.CWgD RT FE CE (M WIANf.) PST— s — nmwao sT rtxcE (EmT 6RYPL) BOTTOM 9 \ 1 W YR HWL 904.97 Kn �_ 1 (:� u bfif PROIECIIM INF. BASIN '1. $ - N 1 ' ` tN�l / v DND m nRr omue .vus OUTLET B - p p, o rl• �` caP cA � REwGrwN wawa xamiw EPA 5`' 1 1pip` E gllN' YA4 OUp6 Q o Ia. '� ' la xla Wx51AIClox FNIPu¢ ., 9 � ca O P b �. - i o•�� ? rn 2% II 4 % TEMPORARY SEDIMENT BASIN AREA W/ EMRCLOTH SKIMMER WTLET 6` �% OUTILOT — _ _ , . VIEW �N`1�� = F�`�M\N IV^OZ,aN OOHS 0 2D 4D BD NOS fOP SCALE IN FLEE ALLIANT 233 Park Ave S Ste 300 Minneapolis MN 55415 612.758.3080 MAR+ 612.758.3099 Eax vrrvw.alliant-i nc. corn k O U m Z W go W N a(l) z p cc cc le Q Q w Z Z i J N zz W O W cc Q CL W 7 ca Hll7. me d,ilicaNan, of 'Ion, rl r.Pon ai .d..'M.bn anJ melil a auh Uk.mra PXOIESSKROkL ENGINEER unEo Ihxxlau a1 IRS st t. e1 N ESOEA MART( MVSCX. PE Cel. 11Ama. Ne. QUALITY ASSURANCE/CONTROL BY DArz DATE ISSUE 5-19-17 Cm SVBYIRA I� PROJECT TEAM DATA OESIGMEO: YPR oMwX: Tu PROIECi X0: ]I6-0, 99 17 SHEET 17 of 29 P. NAANA.- .o -e°tra L rr 9Li FFHfL YAtl1dNE S110:ORID Li iFNLF. xGV, LVIr(iZ .X 1� wA.A a N.Y.. a - N " = oXussEYlnmDm �I.n cam.. Naw venapPC STS u.rt � OVA N m W "" ul11 •. LM... 15.d, WAYLOCATGN . SLr ". IDN't.SiMeeENT CDITROL_T ¢ TX YW.e L1n.Y119 As 1 b. vANAeLE apq°PEE st.p.Z caw x e \.6 d� c�umn T LCCATpI Cf $li FENR RMY12V CPIF^. 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F.WIC, ON6IMILTM MO DY0.11gN OHg NO OTIEII NASIES Y16( BE OWSNa Cf PI104ALr ANO INST COYttY 'M111 YFG G6M$•L ByN1EYdIS 2 IWIICIM6 M1EleSL fl. (JSl11YE PANT 4O MY XAL6dS 9"rAY£5 Y6! BE vlrovar smBn. w1ANc g<ormwr mrrtrIEFNT m NEw.I scars. IENa W aM1L C60 YACE RESIKK.rED M04 m s10iIL£ AFAS W4T ff PA)' ARO ro WFS]I! vMLW9L SIDVfE As MPVaLL OF WlNE016 WISIE Yus, E W CgWNKY YnX YFG 1®PAiAYE Ann s EOItlEIE FLEWT 5 CCNE,I6IX OI IMIIX Y1111 A YOBIF V9YJR 9YSIEY NWNO 4Y%£Tm M Ne E 0.lNMElE 2NmN50R NCPMWMi Y16T BE CMMIFD AD NA1TE LBY LCrTamCi. A. 19 MDIE CE0.YAIW 6 ILAID M 91E XPSEN u1N BE HE PidiT WENd Y m rRn dd)"� SEa. TER FFfiWenc. -- Y Y C Y 3' uxc ONDIL.N.E' " FAEx .BBO vos,B a Rcw WTTC. TMP OF t DER XpQ m NfE'FN" OEER.]'lOE .> .-PACi(N 9fW1 6MSIRUGr S T YIR ro in :IAD TIE ReEr SmuCNE NIN C w.N.l _1". M -fF e11E.Cm1E Rl BOX _ K F4®w An EHH SAR e' BF1ON O nN 6 9ET BOX m -� IY w.awry .8•JK ECSRG OfM£ SILT BOX SEDIMENT TRAP EMgNEERING DEPAR1MD%T 5302G XNo. �..wsu®.srnu PENtE\& paV4P SROO a\' 00 \ A�"vw'� Al ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 NAIN 612,758.3099 FM VAVW. alliantAm.com M1anbY c.rXry .°ccllredl' . P1r,r,f a em. en.n ,ly Ucnn i 7 Pd ROFESSIO10NAL EM1 b.. of IM WN WNNESOiA . MUSCM. PE J_ Q w W 0 C3 Z Q N W F- O Z J O Q J F- Q Z I O L) DO r DO Z � w 1n 2 5 W IL Tn } 0 Er Q Z Z_ Z g _O En w O 2 Ir a w I°I Mb pbn ,r.d der Met eI Ad Ii underBa. S WAUTT ASSURANCE/CGWM OELONEOe OR M. ELL NNnR xM EI6-MBB 18 STEEr 18 of 29 ,DNMI]� Rs m \ INE BASIN // \\DUTLOTB % / / C 0v RS m P y j O 'A o B lip r LEGEND: UTILITY NOTES: —>— PROPOSED STORM SEWER 1. EQ5BNG UR . SE3MOE LOGTIOIS AND E AT SHML BE VERFlED MI FIELD PRIOR TO CONSTRUCTION. —�— PROPOSED SWITARY SEWER 2. MAINTAIN A MIN te' VERRCLL SEPAWTON AT ALL PIPE CROSSINGS. WATER MD SMIEMY SEWER UNES TO —I— PROPOSED WATERMWI MWAN 10' YTRRfI1 SEPMARON. LOWER WATERMAIN AS NECESJtY. ■ PROPOSED GTM BASIN PROPOSED SWRMY MANHOLE 3. COHTRILTOR IS RESPONSIBLE FOR ILL PERMITS PFRM TO THE STAIR OF CGNSTRUCTON. N PROPOSED CATS VKw A. PROVIDE POLYSTYRENE INSUURON FOR AIL STORK SEWER Me WATERMNN CROSSINGS WHERE VERTMAL ON PROPOSED HYDRANT HORIZOMAL SEONUTKNI 5 LESS TWIT 3'. m"NG GTE VALVE 5. ALL UFUW WORK WRNIN THE R.O.W. SWNL COMPLY WTH THE CITY OF CHANHAAEN ENGINEERING GUIDELINES. ECSMG M'OWlLT 6. NORFY GOPHER STATE ONE C L M H URS IN ADVANCE OF MY UFLYTY DOSMC WATERWIN MISTING GTCH BASIN ). PFOr1DE TEMPORMY TRARTC CONTROL IN COMPUMICE WITH MNDOT 'IEMPq+AM TRARIC COMItOL ZONE IAYOIIIS-FIELD MANUAL' IATESI RENSION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. IXISMG STORM MANHOLE - EUSRNG STORM SEY/ER S. ALL SWRMY WMKILFS TO BE "' DMETER CCHCRErt W/MEENM R-I642 Gti M. UNLESS NOTED IXSTING SWRMY LE OTHERWISE - IXISTNG SANRARY SEWERSEMEN 9. WATERMNN, SEIMC6. MD VALVE 514W1 BE INSTAU£D WIM MINIMUM )S' OF CWER 10. WPOM / folk P�\N r` N �Z 111. SEWER SEIMCES SHML BE 6' PLC SCH AO MINIMUM M 2SNLESS SLOPE UOTHERN1SERNOnD ON THE PLANS. SERWCES RPVGj10 `OµSS lz WATER MAY BE PV IN SAME TRENCH ASSEIV R SQMC6 PROADED TWT A 2A' VERrKl1 MO A DBE FO� C RB D JO 60 120 1iS�T 13. 111 BOKEs SINLLADJUSTED TO M EL£VATON OF I' 131 nNISHED GRADE WHEN N GRASSED ® ARFAS WHEN IN MIVEWAY MAMN PROPOSED GRIME. SCALE IN FEET 14. ALL G' MD B' WATERI SHALL BE MOO PVC. � olrOorE �j6 i APPLE TREE LANE B K 0 A 3 Z 1 OUTLOTF \ \ m a dl >m L f. LIIW] Dm dl O �vxw. "Q y ttMx m 1p x an m,, O ° m x I 9 o re m 1 m >O L F mN w.p Ow \O � m \\ OITlOT1F � sw w X\ POND _ W 1 ry Iw /an Im r \ DunDTF erww I \ Y STATE HIGHWAY 101 STORM SEWER NOTES: 1. EATSTING UTMrTIES. SiR\10E UD DONS AND EBEVATIONS SNAIL BE Y£WFlEO N FE-D PRIOR TO CONSTRUCROW 2 MNMNN A MIN IS- VERIIGL SEPMATKRI AT ALL PIPE CROSS1NGs. 3. CONRUCrOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE SfMr OF CONS7WnON. A. PRMTOE POLYSTYRENE INSULATKN FOR ILL STMM SEWE CRp551NG5 WHERE VEMKII OR NOPoZOMAL SEDARATION m LEss TAM` 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WTH TIE CITY OF CWRYA4Q1 ENGINEERING GUIDELNES. B. NOTIFY GOPHER SrAM ONE G Aa TOURS IN AOVMCE G MY UiRM WORN. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN CDMPLMNCE WITH MNDOT 'TEMPMARY TRMEIC CONTROL ZONE UYWIS-FlEID MMGL' I rrEST REVSKMl, FOR AM CQISTRUCTpN WITHIN PUBM R.O.W. B. ALL CASFNGS SHALL BE NEENM OR APPROVED EQUAL ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.30BO MAIN 612.758.3099 Fax W W W.alfiarvtqrac.mm a m J vi g > W a 0 Z % Z Y m g a w z CL IL a J W Q W J R f 3 U a 7 n.,tly .emry mat wl. Pwn. .P.an.alro., a...Pan .a. P,a S] m ..a.r mr and abM awpoMslon mat I am a eulr U.—M PROFESS. ENGINEER ..Jr nn 1... at me 510..4 MINNESOTA WITS RAUSCN. PE WAl11Y ASSUIWICE/LONTROI DE9OEB: MINI, DRAWN EM Pmucr xm vD-oIn 19 SNOM 19 of 29 STOR Nl I P. OIA P. SLOPE P.TYPE PWE FROM TO RIM STR I CAST BLRD FROM TO D VeMN9 5 1E10 T`V`PEl TYPE W1m WMH IN 12 051 LOPE AIN 9@00 97]5 9117D m Rana] 3A WMH 1M WMH 1@ 12 10] 19PE RIN 5@85 MQ 911M URnWA 1W WMH 1@ H1@ t1 16] IfpE 'E 19 9OSM W511 91281 b R-L B® CSW 1@ 1110I 11 1.w HOPE 6121 M31 ZN 913Z N R306] 29B WWI101 FEs 1@ 11 160 R5 mSIT win WIN SWm N R-laQ ]Y W116 H215 12 ON ICPE 13V 9m.36 9@.31 9m06 V R1 3A WW 215 H214 t2 ON 1CPE 24m MU Men 91D24 N R-WW 6.$ WMH 214 H213 15 0m ICPE 510 W322 WIN 9t021 N RaOfi] TM WMH 213 H310 15 a33 1�E IU41 mM W255 91219 M R-306] 8.12 W 212 MH TO 12 ON 1(PE 9715 W].W 9J].3] 911.5p 2] p13Q 3.A W 211 MH 210 13 ON IQ+E M@ WSW W].m 191171 2A palilA 3.A WMN 210 HA2 16 am HyE 6211 9@55 W2V 81171 N R-WW 916 WE9 MMIB 11 ON HFE 6511 911M "ON WSW 2] RJ313 3A WMH 3[8 WMHM 12 015 ICPE &W 91031 9105p B19A b R30T] 535 CSw MHM 12 1is 1ME AID WIN 9I'M WIN R R."fm] 3A CBMH 3C6 H2M 12 1.2] HWE NR 9110 91050 WiT3 U R3 3A WMH 20 WMH 2M 12 2W 1CPE "W WOW W]66 911A M R-WW 3A W 201 H2W 12 ON tOPE N69 9m 10 iW 906W WOW 2A R" 3A WMH A3 WIM 11 1IN ICPE 121W WIW Oil U R-32WA 1.0 WMHM WMH AI 19 OW ME T3W W232 WIW 91216 b R3 9.IN WWIDi FES ZXI 16 tW MF Nm WI IN Win 911N 4 RJ 9.W WMH Sm 810.IN 91675 4 RaC@ ®� Slim 916>t N FE350]OCSSM N DW My 12W mm I 902W jowl OW W1MS ID 1.A R5 26W 9m.W I W0W I OW I I OEEAL EXISTING HYDRANT-\ Dw A' W.� W)t! 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T.S) WALL EO IN F—A HOT£ FOR 15" POP 15fi' 0' ADDITIONAL Y4's % 4'-0" LONG HOLE FOR 12" RCP 2 % 5..8 ORIFICE HEIR WALL fl E ORIFICE EL 900.60 EL 901.72 04 O 12" HORIZONTAL DRAT A EEV H O 12" INSTALL SKIMMFA GRACE ¢ W� ON �_A ,CAL PRE PRE -MIXED F W L WATEALE55 INSTN PNE-MIXED MI INYERT ED. WR£r SEALANT WAT SIS SEALANT PIPE eELOW NONE TO IMPROVE PIPE ALONG WINALONG NOR WALL Me COVER AND NINUM SLOPE AROUND WALL AND MH Mil .FUNCTION TO SKIMMER. JUNCTION 1D PREVENT 1EANING PREVENT LFN(ING ELEV. 901.97 6• ILD ORIFICE E 901.72 - --- W1LET PIPE 1W]R WALL (TOP El: 904.60) 24.0' OF 12' PCP 2 % 5.0" ORIFICE FL 900.80 CL-5 Y 2.06 El£V 900.2E INI PIPE �13.5OF 15" RCP ' MIN. 0L-5 O 0.00E E-,900.E0 6" NIN. SLAS THICKNESS b a OUTLOT OUTLOTB ■■■, �1 • L !' DV iYP. I � Z 6" AGGREGATE eAWILL MAN H (MNDOT SPEC. 314W MOO.) OUTLET CONTROL STRUCTURE WITH D 20 4o BD CONCRETE BAFFLE WALL _ SCALE IN FEET h _ HYOR/AHTDUSTING N 807 HYDRANT — I EASiING I HYDRANT_ CB 804 O e+�G 1 WATERS EDGE DRIVE vT P ��r v2 \ o LEGEND: > PROPOSED STORM SEWER PROPOSED SAEIRARY SEWER PROPOSED WATERMMN ■ PROPOSED CATCH ROSIN PROPOSED SANITARY MANHOLE N PROPOSED GATE VALVE PROPOSED K)TR T EXIT GATE VALVE EUSCNG WDRPM IXIS LNG WATERMNN - COSTING CATOH BASIN EXITING STORM MANHOLE - EXISTING STORM SEWER EDOSDNG SANRARY MANROIE - MSIRNG SANITARY SEWER F � \ C8 212 A SANITARY SEWER SCHEDULE: STORM SEWER SCHEDULE: MIN! MH PPE PPE PIPE riymT wvmT mm ■EV STRUC70RE MANHOLE PPE TYPE FROM TO OD. SLOPE LENGTH FROM TO DUE BLIND souOf sDE MH 11 IXPPE 896.82 M6et 90900 21.18SOR-26 PVC MM 12 Wtf OD9® w BFfi sas92 MCI 14 Z'SCR3 PVC MH 13 110412 1 O "al M21 Y'fld6 "Rel 11 fD SCN.6 PVC MH 14 INN 12 1 1 DEBI 12 69619 JIG5flfij ROGRIJ 12.5960R35 PVC MH 15 IMH14 I 111 O 1314 W,121 M891 MCI AM 1100 SL1E.E PVC wO`Nv^ r� y F°a a`M�\v°STOT4 °°NsI5k N°� f °P m0QW�Ei'7.1 ��a1��0DEI� f ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612 758.3080 MAN 612.758.3099 Eax wrvw.alllant-in .warn J aLu J m a a D U) = F- g o o w a z ¢ z Y a W z a (L H > F a J ~ W J W a R F 3 U a I bney codify III We olaa .pclNaWfan. ,d .us w A,,d,Arme under my b oldi auP•rH.naaM Mal I a Euly Ihm.M PROFESSIONAL ENGINEER under Me lav a1 Me MINNESOrA Slw. of U. MUSOI, PE Die Me.s No. WALOY ASSURANCE/C0111NOL M GATE DATE ISSUE MM GRI ELL PROJFR XP. 21216-DIM 9•]iT 21 of 29 APPLE TREE LANE WATERS EDGE DRIVE OUTLOT E "...,� Zz B 0 0 07 F --3 2 1 �\ i. f'IN _ ELI 1 e`O 'm M W ✓ OUTLOT D p 0 FST 6 LNG o a L 13 R 'y I m d ' V 0 0 o geT \\ Y� o ' UTLOTIF \ STATE HIGHWAY 101 }�, ------ 0 20 40 BO ® \ SCALE IN FEET J' . LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED . �. TREE REMOVAL 1,MI15/FENCE TREE INVENTORY T x Mill fwllnlorl Name Mmmle SEE 13 a 9B3 CM 903 360m x SERI ]8 a ISW.O. FA� U a W MBeasweae A x t Mae WMARN x 9 W e 911 u Red Pine p nus resonsa x 913 0Mad Walnut iReleillni. x 9u 14 Mad Welnut Juglensri,,a x go 13 Nee Walnut , ens live, x u IMItWMnat a sni x A vaple Anti, x 91 ED Maple A¢r x go la Atiple, A¢r % 11 W.O.919 A¢r x u 81awalnut m sn x 921 uBMe walnut ens nl x 9u 14week Waln¢ J.O.ENi a x 913 u Mae Walnut a ..i x 924 19 Blae Walnut 1 lansnl a x 925 uMaewenm juglansm x 926 w Blae Walnut 1ugjalu rd x 927 13 Blae Walnut ,u ans ni a x 928 11 Nei Walnut E.O. nl a x 939 5Nae wain. Juglws niii x 930 ll Black Walnut Jualarsni,ire x 931 16 lRae%Walnut iugliinirie x 932 A G¢en esB Fra nus msxivanin x 03 14 Peril Pine pinuslesinasa x 13 Ree pine Niue ¢s n ea x 05 WINNiElde, A¢Ene nm x 926 enml, Fmmui mis .aa x 07 11 Green AFR FEaxinus nns vrio x gui Yeme Celdsa dentafis x 175nR nee, R,e'. naP z u C rn FEaxinus mis vMo x 9t1 w0ttuneo P alas eeltoeies % nsnne, Plate 9. it Grten ASR Framm s valxo VIEW pot 15 V:01' l N "o A mal ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 awvR 612 758.3099 FAx www alliant-inc.mm J W U a IL x cc Q O z z J IL z O a J > a LU ` W LU F N Ir m a � p � a w g > cc z } O z cc Y cc Q LU a w z a J W W z W W R Q IL I r.-in 'err" Inm md pm„ pcl—.. E perm p,—d OY m. a ands my dire „l...1- .nd Ir.' I . dm7 Urer.ed PeO ,510NAL ENGINEER under M. lav of IN. Slal. al MINNESCU MAR% RAIROI. PE Br . R. QUALITY A53URAMM/UMNIROL A M.— ME 15311E [IESIfdE➢: YPR OR . ELL PROJECT ib: 216-1I1M LEGEND OG)LR rNr9 uuEmllnr tIm Cwvman II[uwN lira Ma PLAtA .°a rs. w i7ATE 4ID aUr LDEImn A[RNnJ Wx MNMYaMNF/NNo) SCE SERF Na, + NAR . Na .1 L. 9ANR N NES) SEEDING NOTES PCNU Ax• acr, Nx YN RATE SEED YIX ] 261. SEEDING RATE TO BE 14.5 LBS/ACRE (PURE UW SEED). HAEl W STATE SEED MEN S M (MY PRAW GENERAL) SIDING RATE TO BE 36.5 Ishi (PURE LEW SEI mATdN ARE 2cn Y X' MN STARE SEED MIXSL]B2 SEEMED RATE i0 BE M LB$/ACRE (ROE U4E SEED] PER ONE m I nwuG: MULM SEEDED AREAS WIN W/DOT TYPE 3 (MOA CERTIFIED NFID FREE) MULCH AT A RAZE OF 1 TOM PER ACRE NOHN Q HOURS OF SEEDNG NEED, 91WLD MEN BE OSC ANCXC(IFD TO HELP IT FROM BLONNG ANAY. SEEDING SHALL BE APPLIED FROM ARIA 15 - AAY 20 OR SEPIFLBFR 20 - ENEEZE UP. IF XYMOSFIDING UTILIZE APPROXIMATELY 5W GALLONS OF WATER PFR ACRE REFER TO MN/OOT SPEC OR FOR R. NSIA . OF NN IBEED. ALL XATM ROGER DSD ON RIBS PROECT SNAIL BE mETR1ED TO BF OF NXMI ORRiFI BY THE NNNEmTA CROP MPRatEYEM A AIM (YPA). SITE TO RE PREPARED BY LOOSENING TOPSOL TO A MINIMUM DEPTH OF 3 INCHES THE SM TO BE HARROWED CR RATE FOLLDYYNG $ µD Tp lPACKED USING A CULT -PACKER OR EgX.T. SEE YNWT SEEDING MANUAL FOR REFERENCE. MAINTAIN ffi'm AREAS BY WATERING REMULOBNG AND REPLVNTNG AS NECySARY TO ESTAEU91 A UNIFORMLY DONEE STAND OF THE SPEOPID LAABsEs LATEACOYTED. ANY AREAS FAILING TO ESOAB115N A ST.WD 91NL BE gym, N ENTWIIO AND REMAMED WRENEWR 7GW ME ETABW COMB 5 NOT AOIIEHD. RESEEDING SHALL HAULM IN ALL RESECM TO THESE SEOFlCATCNS THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO TE WCM AREAS RES LENG FROM EROSION AND/OR DOMINANT. THE CONTRACTOR SHNL REPAIR DAYACE. NCLWG NGRApMf:. RESEEDI ETC. AS NECESSARY. BEFE E SDMnC.WT DAMAE IX:OMS LOW FLOW NLET TO INRLORATON BA9X SHNL BE PLUGGED DURING CONSTRUCTION AND WRING FIRST FULL IXOBING SIM ! IO E TABUSH MQ ATKK REFER TO MN TATE SEED MIX MANUAL PLANTING NOTES: 1. NSTALL A- M. TOP 50. TO ALL SDD AHD SEED AREAS. ME GRAM ALL SW AND SFID ARE/5. 2 SEM2 ON MARK Au- PLAN WTEANL LO ATgNS PRIOR TO NSLWAMM. 1 NU,, 4-K pEPOR SPREDEED IW6Wq'A MULL AROUND ROCT SAUCER GF NL TgQS DDEUEED FROM RAM le" 4. PLANTING mR 9WL CpNAST CE 1:1.1 SELECT LOW' TOPSOIL PET MG56. PET PER BAND- 5. CO PETAY CAMEWPFE ALL NORM FOR A PEWCO OF ONE YEAR BEPINING AT ME DATE OF ACCEPTANCE. WNQ ALL RFPLY:EIpIIS PROMPTLY (AS PER DRECTUN OF DINER). 6. NL MATERIAL 51NLL COMPLY CORM ME LATEST EDITION OF THE AMERMAH STANDARD FOR NN6ERY STEMC MORYIN AESOLNTXN OF HURSERMEN. I ALL TREE TRUN5 SIMLL SE NRIFFFD WIM OLVMN CREPE TREE WRAP. APPLY WRAP N NOhUBER .0 RENq£ N IAA. B. CN.1. GOPHER STATE ME CAL AT 01-454O FOR LCCVIND ALL UNDERGROUND UTLEEM AND AMD OUOCE TO LIIROLS DURING THE OWRLg OF THE . 9. WNFMN ALL NIM WOEWWS. WBl11DXC WME18R' UNAL THE LIME OF GGEP H%£ ID. 000168UTE RGUYING OF ROE GENnt4 CONTRACTOR.EN 11. BROMIC AHD GUYING W OF TREES OPRCN4: LLVMMN RDYENF55 M 11EFS FpE D AREAS F MNBANIY PERIOD UNITES 12 BIE`(I NEAR D GRVEY DEION AND AT PRLPERIO MINI 13. CCNRRA00', 10 S1PRT O54R AND SO, AND SHRUB OF AN NI. SOLD PLAN WFM B AR CP2RBE FDR SEPARATE DUO NNO SHRUB NEAR. COD .WO SHRUB NEAR TO BE RA REPRICE ZONEE.NR USE WIN BUD OR APPXBMO EQUAL. WSGNL REPAINTS PETER FOR ED AREAS SY61O1. C BE"P MRX LFMPAL COMIRALIOI WINE $FED NEAR SW1L SE O1 SEPIA/.OE zCNfS. BBMAxIX MN IBNS N SEEDED NE.ES sxCUD SE NgK'fD NR TIE ZONE SAINTS pOMN AnER THE Fl16F 2 TENS C ESFARUSIYENT. 14. SREID I5. RiEO9ARV1011BaCCmXROUIRMACH IAONORLANDSCAPLANDSCAPE,D 0 SPEFu1Nc SILL FEEL,, FINE tUNDNNYIYT/SETANIEl SM00Ak EROSIONCOMRDL AFOR Dti1RSD AREA STI91LOA1%NN. LANDSCAPE REQUIREMENTS I. R6111MW c PDM9ON LP REWIRE LOT + 11REE PER l➢i PLACED IN ME FRONT YARD BY HOME BEA R M 4A0.tIX0 1 FREE PER LOU (46 T@£5) z. waoD •N1+/ ..v,w RFFO(tESImW RFDUNFMFNr REDLINE➢ = 1f1 TREES. SEE CWCPY 1RFE CPRP.•GE PLAN PRDNDED = 124 TREES 3, uNDS so1ANDg Ao BIDS REQUIRED MEAT PWIS EOULEVMD 6 A COLLFLIdt M1D. THEREFORE BUFFERVMD B 6 REgNRED BUFFERIMD B NEORRiS 15' JAM. BETTER MG MIN 3 PIEriIORY TREES, 4 UNOODTM Y TREES AND 6 S I UB5 PER FINE LF. OCIK BFFERYA D LENGTH - 1]B LE. MONO MEKT PLAN BMLVIAD AT A 3R WIOTN. THE BUFFEMARD MULTINJER 5 .. THFIES➢flL THERE ARE z D'hMTORI. 3 UNDEROMV` AND 5 SHRUBS REWIRED TO LSE PLWIEO N THE BIFFEIBARD AREA, PRBACED - I OAEIBTOFI, 3 INFERS. 5 SPREES I EV%V pN�'11 A �Nit F _ %W\ MppNStP Jp'C1pN PRG1l Z 0 30 a0 120 SCALE IN FEET ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 NUN 612.758.3099 FAA MTVIIN.alliant-inc.com InaMT -rI aP•cillta/io Cind au a Bal, U.- iE LIcw tANOSCME ARCP Me ESO e/ MA NINNESOTA J J Q W O Z J IL z O — F(J~ Lu MW m 2 LL LL W H � z III. Z } Q Q W Q a Z U i in W Z a g nm mia Pia, or um LaAmy or Ma/ i TE TER uMn Slatx W YARN xNON.EcN. P .' Uum• rv,. QUAIErY ASSURANCE/CONTROL OESWN@ YX DWwx: JG PROJER NO: 316-0199 24 SHEET 24 of 29 LEGEND w.a APPLE TREE LANE P AND UOSFNr ... WATERS EDGE .m .PLANS£ DRIVE - - (s¢ W. PLANS) Ni�-- ' a-xr € oMrLaola.� d7Q9 i a DY.vwc . evaaw s.Ys sm / OUTLOTE MOCK 0 `; m°7 = 0 TLCg, � « ti ry c }u _�Sm� a. TO RFYVN a w sGiE 4ID ✓S 31-I!I (EYm.+RTMD) ..0 VNOy CAFE [T (sEE OCTAL FLW$> • �- m ,- - - ; -- w Luc s® rn v-a9z (wn 9NxFiswo) J _ r N, Rub m aL. (st°wam mnx s .L50 I I . � aVlc uo m[ T¢mx I.rro - s .,JP(. - � »o SEE I \ P WALL R1 Im TREE j 9E GRADING C •. Es. TREES TO REYux (SEE aRESEWRroN el -AN) y ' �nna) y cul 9 \ 49.y � E sLOPE i `� _ I- (sFE SFEIMNG NOIF9) i \ ' z-rm� So- g \ om X°1 D s x4lAP •YSN.Im AND U."�--i �' O A 9 < /1 (SEE DEINL PIMS� O I Se p _p O O J 1 1 i A_� 1 �, Vt� ..._ •. % A' _ �I RY i C I -ID xu F\ \ - z-sa. 3-esfy � t '_RN L'SOl \ N SAIL D_O I pEv1E0 1L*11 1 S TA TE H/GHWA Y 101 ` \' �11 z P��` 1VOGj1otA 1 tAs 0 20 Q So NpT Fop a ® i SCALE IN FEET I R , ALLx1ANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612 758.3080 YLAII 612.758.3099 PAx www.alliant-inc.com J �a y � w m cc ;:) 0 c LL Q F4 Q ~ J 0 0 w a zz Ida a Q w U z w z LU a 3 ...er =Yx rr um mIf om� p,gpzmnl en er r•po^ • brgrt a by ma . a.r my d nco ly.nrl«nne Ino} AR' ua.n e 11h. cy.µE µcwTECT una« MI leo of m. sM. of RINNESOfA YARN ovJacL No. A9A OUALJTT ASSURANCE/CONTROL er F..- DATE ISSUE 5 19 Il'Lltt SUBYxiAL PROJECT TEAM DATA DESIGNED: YN C. Jc PROJECT NO n6-0199 25 SWEET 25 of 29 -.QQ!!�Z 0 20 40 80 SCALE IN FEET FpF p`M\N ��t1py PRE"SAP "pt n WATERS EDGE DRIVE -v f►,j;. !; A!O W16fJPE %L 9 rl M 2-TA n \� =\ 2 A nlAp (SS t�idrJuubEE a v v—v—v—v—v—vim 1' \ LEGEND P^ gN ALLIANT Y 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 wrJ 612.758.3099 EAs w .allianl-inc.wrn J a r ca w 2 m U) O » lL ¢ a s 5 0 a w } a_ Y C a Q Z w U a N m F a J a In i W Z Lu a Q a g 7.. mat mu Pm.. ,P.e..a, lrcti,,. o, npon� .v P,.P. by m, o d my d.md 3,1,lom and that Y I Llc,.,,d uduly MOSW' ARCHITECT u.d,r m. la., t trip Stan. an NINNESOTA WPN NPON9EC14 fl I WI, Ik,na e. OUAUTY ASSURANCE/CONTROI oiTc DATE ISSUE 5-19-I)'LITY SIIBYIRLL PROJECT TEAM DATA DESIGNED: YR OMWN: JG PROJECT ND: 216-0199 26 s.Un 26 of 29 LANDSCAPE SCHEDULE 9 a SOVPIY9ry L a aEY COMMON NAME) 50ENTIFIE NAME SIZE' TR.9 se u a GeneN i«Tm 2 Cal.Bu sbiNhlTrv,I WPVi W 15 1 n RC uaweNo3emNn Cdfec Trec;hymn«adu Aom 29'CaI.BM SH¢ghlTru,k Mu V-C XWr 6 6 RB N.er Nrc+; ■eEtlanipa 27 ON. BM 5bWTru,It NOV{yedr 1a a U RE AuWmn Blatt Bed NMye /A¢raf¢emadi'IeffI 2 OI. no SbaldllTrv,k NOVtmW a I 3 RO Bed Oak/OuemNMbla 2 ULIM&B SMAR IATO,k NPV{TEN CWHARAMSTMN, T ID D Ala 'an Pine/Nnusmirii rbl M■ FWI Form 12 6 n AP b. AIAATi.n Pine/PiRmnlaO R'M.MB Full Form ■ M 3 ay a5 BF ■Sa ■aINm R'/AEkzbalNmea RaKxM1iINSNA¢1Pi¢W daua tlmMde rbee6a CM.MB FWI Form Full Foem 9 a n MG BNdrTb SWr jPI¢adI rM.MO Pull Form U B M TA TcM EAI rM.Ma PWI FPnn emir' Trees m 3 i IL ..Tree LIN/Synnp¢DW aO LB'OI. ■3N ❑unp Fe,n 4 4 ■ AN Peerge HW,IP,e./Hild". W'iadbY Afi m L7.1 MB ournPFwm ID 4 BE 5B 'A"Wmn Brlliiarr¢Sern¢berry/Ameia,rfriera V Ibr4'A.r W m 4illorxe' 6M_MB dunp ivm 4a 42 O SOµ OPrMOOd/Wnsx�xa'Ea1E' 3rMwR Mn.Bo,o rt,t RPedlkd. a 9 I/ Mp NM/Nnusmup SherM•d COnpv%' )pllPnmed. MAU S. M 10 IN NF NNm FEnh Sylr•a/sPireal.Prailra Hem RI UY III L Mn.ivrn.l,L yreurW. 0 a 4 L S—ia Juniper/ luni¢rux RAW. Sa,d. N'6a. mrd. Mn SelexNaA. xpenYetl. U Z u I M Sky Nahluniper/lurdperrN e¢Pu wu+l Wligr' 3M MXL Mn.3M,nrt,E �edikd. v a VB Ce,patnmeriunwhumum/wbxn�mvlobun ,�.I cNn 3a'x.mrc. Mn.3 o-lcxrtx Ncdtktl. Wrl{Y aB ]Z II ■f6 mul .¢ OiF F...WMetlGm/danymYaa 3W.� aOAf oO'Orlfoenb-' tl M A SOl Strlla Supmme ONlTy//k,Nrpo lie So- 4SuaN WM ipl. md. NOTICE: 1. LANDSCAPE SCHEDULE DOES NOT INCLUDE OUANTTUES FOR FOUNDATION PIANTNW (IN PLAN MEW, 201 ON PLAN SUPERCEDE LIST QUANnnES, SEEDING NOTES IZZ•. AN STATE SEED A. 31-Im. MTE ro HE s LBS/ACRE (PIXIE Uw }LID} IKn iRATd ARFa am MN $TALE SSTf]➢ Ip% JY262 MEAR G RAZE TO BEN LBS/ACRE (PURE EVE SEED). EEErRY AN STATE SEED M% 51-212 BEFORE RASE TO HE 1 LBS/ADS (PONT E SEED} APR T SEED PFH MF El'Efl� YIAS]I ¢m'm AREAS 'M111 AP/Ml TYPE (YOA CENTfIEO NEED DM` YIACX AT A RATE OF 1 1CN PER ACRE NTW 4B HWRS OF SEEDING MULCH SNDAD TIER BE D4 µOAI ED TO XlEP IT FRW 040WNG AMAY. SEEDING SHAu BE APPUm EXON APRL IS - .1 20 OPSEPTEMBER E M UPIRA - E . IF HROSELDING UTAIE APPROOMATELY SDO GALLONS OF MAIEN PERACRE REFFA TO MN/WT SPEC ] FOR PROPER INSTNIATDI OF HYDR0.SEED ALL NATK SEEDS DSm ON IS PR0.ECT `"AU- BE D.ATFED TO BE CF YIHNESOTA wdON BY THE NNNESOTA FRCP IMPRDpEYD T A ALON (... ). SITE M BE PREPARED BY UOMEMNG TOPSOIL TO MINIMUM DEPTH 73 1THE SITE M BE HMNF ROD CR R ADY FOLDWNG SEEMING. AND TIER PAD(m USING A LULT-PAGER G EWIVAUDL SEE MNDOT SEEDING MANUAL FOR gEEFRFNC£ MANTAN 4IDED ,AREAS BY NATERNy REWOfIC AND RER.WINC AS NECESSMY ro ESTABUSH A UNMANLY ODH STAND OF THE SPI GRASSES INIR AC M. µT AREAS I'MUG TO USTABLL91 A STAND SHAL BE RESEEDED. RFEFRTEIID AND REwLDED NEREVER 70r WE ATM COMER IS NOT AOIIEVED. RESEEDING SHA L CONFORM N ALL RE4ECM TO THESE SPEDEICATGS. THE COMFEACTG 9ULL REPAR ANY DAIAF M ME WORM AREAS RESULTNG FROM EROSION AlO/W EQUINI TIE .TRACTOR SHALL REPAIR D.WAG£ INCLUDNG REGRAI RESEEDM% ETC AB NED y. BEEDE 9GIFlCAXT DAMAGE ODMtL PLANTING NOTES: 1. YSFY1 a• W. RIP 9JL ro /ZL s00 NO sEm N6AS FK GRKE NLEONAKAU nEAN. z NSLA - A O NL PUNT E11 EAR IOC MUI-CAS PKKF ro EROOF BAUDE ]. INBMt a-6' OEp111 SMfIDOm EARDRUM D MULCH AROUND hWT SVKEA Li Au T� ISOLATED FROM OF 1- ®S. a. MOSS. sRU SHALL CIX156T OF In:t 93FCT L1YNv TOPSOIL PExT IN55. FlF RUN WA. 5. L, . OAT GUARANTEE A:CEE AU- WORK FOR A PEREPLA E EN ME PROMPTLY Y USNixC AT THE D,TE OF r S DUCE- WYl ALL REPLACEMENTS %iCYPRY (AS PER MATERIAL OF GWNER). fi. ALL YATFAUL SMALL COY STOCK WIND THE UT6T EDITION OMMO OF THE µERICW S1µNRO FOR NUISALL BE ,R NIEPoryN ABRORK CI IE NIII✓4F'YEN. 7. NL TIME 1 1. N SOUL BE MJ WIIN PIR IL DE}£ TREE WRM. APPLY WPM IX ATE ONE Altl TE 651 N APRL A. UNl CFPXfli STATE ES Plll AT fiDAMAGE-RE2 EM LOCATING All WORSE OF T ADIAL AND MR.q OWME ro UNRFE DIAEr6 THE WORSE AL THE WORK 9. IINMNN NL PVM W1FAW5 NCIIKW' W1DNC, UNTIL TIE TIME OF AOCFP1µ E 1O STARBK AN IxsrN OF TREES GENERAL COMB'CTOL 1 t. STARING ALTO GUYING OF TNEEs WIKAW: uNXFAN IiIEBlF15 OF TRIBES FEE DURATION OF WNSTRUC PN UNITS 12 DA'D CTOR OF CONSTRUCTION A D AT PRGDiIO TMAIL AN 1J. WNTUCIG TO SUPPLY DESIGN µ0 INS1N1AlICN OF AN 1EBGlEN Nµ 14. SY AND MA91 NL PAVED AIRFMFS AND REMOME AL DENNIS RE51 . FROM LVNSCARM WERATONS. 15. (SNEJUL CONTRACTOR SYAL E➢ALW THE CdN1T/SFATE SOIL k DNSION CONTROL SPEGFIGTION FOR DISTURBED ARU STABAEUTON. °- �'��►aIIIIIII�IG ENTRY MONUMENT AND LANDSCAPE PLAN SCALE r=r ®I ® FAW M, FIRE PIT DETAIL PLAN SCA E t'-10 LANDSCAPE REQUIREMENTS: 9EpA9m - TIMES, sEE GYPC n6E WWGE FEAR.7FEARPIgALEp = 9'I TRFFS 2. 1 ANax BUFssmunl REOUIRENDIT REOIIIBER GREAT PtAMS BOULEVARD 6 A Cgl£Rd( ROAD. THEREFORE BUFFER,'ARD B 6 REWIRED. BVFFERYAW B REWIRES 15 MIN. RIIFFER AREA WITH Z QV6IORY TIMES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 1W' LF. TOTAL &hFFRYAIN B LEM6O1 - .1 IF. AEONS GUT 0.NN5 BDUIEMAAM REQUIRED - 14 P416IDR. 27 IA'DE.CSIOtY, AO SHRUBS PBXMDm• = 14 D.ERyIORT, 27 UNMRST RY. 42 SHRUBS THE EASE PROPERTY TINE SOUTH OF LAKE SUSAN MOTS A MAPSUSE ZONE THEREFORE BU FFM'MD C 6 WO NRm. BUE',R AR, C REQUIRES 20' YIN. BUFFER AREA, AN11 5 VNOPI TTEm. 6 UNOUMTORY TRIBES ANY 9 SHRUBS PER lOC U., TOTAL AmEn, YAn C UYIM - nEa Li, OF UNPAVED SURFACE REWIRE 9 OL981CRI TREES. I6 UNDERSiORY TREES. µ0 61 SHRUBS PRO.>JED• 9 OlDS7OM TREES. 19 UxCFAIORY TREES. µ0 23 SHRUBS • CONFER SUBSTITUTION MED 6CONIFER - 1 pTRSTpry TREE 6' CONIFER - 1 UNDESIORY TREE PLAN IIOIIIa611f HARW YNWNOM1A FZOOD <mO� (TER.) PoLY EPi4 11-SOL cma 4a I t u�y • Wit it/ I-PH PILLAR MONUMENT AND LANDSCAPE PLAN SCALE V-s FIRE PIT AND LIMESTONE OUTCROPPING EXAMPLES Ca NDT TO SCALE ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.30150 AMA, 612.758.3099 Fm . alliant-Inc.cc. I M1erebY nrlily aPcclmd b,, . w.pw M. by me arM augU— ua awy ARCH "I... ARcx IM IaaR Rt IM1a YIXXESOTA Y.IK KRONXEO{. N.. A D.. IL... X. QUALITY ASSURANCE/COMROL N wrz RATE ISSIE OmpER YR —ANN, K PROJECT KEY 211-0199 2•7 REEFR TO MN STALE SEED MIX MANUAL R6ET 27 of 29 IMYY WOfNyJ81pr.+4RYN RIMNO xREMBgIpB 4 WV N/MM®8 9ulEsila9xVR1APVm +l�u-.®xOin4�oY! BME RWT srGLN slOC1((iRFE 91DE)uMYlwCpelRAV�LWr ® Y-vim .® +oow.wnxiwom uaNe.®+t MNN� M1OFs I INwO-row .AMR —ATM v ONE oEMnxc GErNE ®I Ile E-s I�NNceVvs ENGINEflONG DEPARTMENT ^'e 5309 PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS wOV40 y FOP P\M\\v U`51�01N PaE� C001 �•`..brtiffi ma"'_+F�i a EMEMARMW ,+e umr ~c v 1 21 CPsrar ACiYM �o Y9: __ NZi SEFMINc�9kl1FA GETYLOETUL RWFNT PRO,ECIIM �iNL�mnR��l�'� �j ar-- IE\HP. 1-IO I flE MA1CR\UC�4E6\STt ®� 3w.� s. ® F• rig P W- M;:�. ry® RiW Iasi.• RENSID: I \ENG\�EC \5]1G I I Ml T IRIAIL 5J1D I SIFID SLOPES/11A55 BED PWl11NG5 24, 11111 UII( ' xNm+Nms >or eaNlvs ��N wr RV POId YI Mli •I.IX AIMC fu4\ M Nn•.N mus mr u.N.n _ _ — u0 NM1NN. o.n snm N06' In• WON NN Nmo.N mus SExT- 1uea4. wn<niNi ma n.mw •� xRl •N+1Ecna Na rcT- w••• `• ••' IIfM6fA1-tO�gf NINCR WIOWELSV61]��•u,u 611:�MlZIAAIIIIOBgI RT.1L� ALLIFANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 NNw 612.758.3099 F. w .alliant-inc.com J FQF F co m N J g a IL o Y cc LU Z Q im w z Ix IL g NNR FRdlffM AA 44 OUAUN OESIRIILR 16( puwN: F MIEU Q: 316- 1" 28 sNm 28 of 29 z 0 30 60 120 SCAIE IN FEET I \\G11Rgr9 - , � v \ , e t v O -I Or 6 N pOP P\M�NO pa f GONsTa NOV OP - s WATERS EDGE DRIVE _ —0 uuar a- l_... � o�TLOTE-- 1g � era o m Y r \ � a Fj a \ DAPPLE TREE LAN y + rc B OCK 0 oLmor\ i_ 0 a a z _/s .J .1 ` 1 r m o >w < p P m N m x 1 wa 0 0 N \ o \ Donor F\ STATE HIGHWAY 101 I LEGEND: CRIVEWI.T PARIONG GARAGE PARKING PRNAn OFF—STREET PARKING PARKING SUMMARY OFF—srNITT 23 PRNAM ORNEWAY (2/N016E) 164 P TE f.AR/�CE (s/Nal)5£f 164 TOTAL AVAU PARKING 361 InA !te ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612358.3080 NW W 612 758.3099 rxx v+vrv+.al lia nt-inc.com J J J � Q m U) W In 0 Q W a m � R X Y Q W w C7 EL N z � a Y a 2 Q 3 a a 1 IN"ar c.MI1 RIO ml, vlan. ap«Incaxun. npor..a my F^P^^a er ^� una.. ab.cl ,uwMabn ana mN am u eWy uc.n» PROFESSIONAL ENGINEER und— M. l— of IFa SIO. a1 NINNESOTA WNF RWSCN. PE pnl. Ilun� Na QUALITY ASSURANCE/COMROI R M. DATE ISSUE 06M:XFP. MR ORAW1: FLL PRO=r KR 21. 20 29 atEr 29 of 29 i R R R R I I I I I I I I mi .. .Irllilla�. i11111r11111.14 .nlnnnrnnlrlo►, 011111E it III, .nmu� yin►. �Ir11111�tlrlll/lr�. /Illllrl�' IIIIIIrI1111r11. nnrun /inrnuannnnl. �inunnnn-- lin►. � .nrlll I�IIImI1111r11.. ainnunwlwu.. �� n S loom � _ / ' `,/ ►— . .. �L!'i■■■ ��In■rn u■ ... ; ■■■ . _BO�j1:111..L.—�11L11 __ • ' Ilrl 11111� nmLLLLLLIIIIII ... ■■■I ■■■ ... ■ui111011 ■■■ .unu` QIIIIr wll = :::-'-::--[■■. e..-�... o■ ��■ = ■ _ ... eR... ■■ ::... �■.u■.�.■ ��Inn,�nnli■�unrl�� ... ... I-- I■. 1 :I�rl U • 11Q... n� rl ■■■i-I-o■ �1�J1J.1 ■■■ ■■■ �II 1 I ... ■■■ ■�L -►, 111 n�� illl _ ■ : IIIfIr Ii�I1L.. 1�1•:: ,. ?I/ I: ■■■ ■ �I �■ ■■■ o ■■■ "'aaaaal NOMINEES! - •�: �� . �e� I -= �—I (� ■■■■■■■■ Ili ■■■■■■ ■ ■■■■■■■■�I11�7111- "I h�� ■■■■■■■■ 5111 o;; ■■■ ■ s UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 FRONT BUDDING ELEVATION XC .I IB = 1-0' - - s g A iwiso�,�am.� ulee ru. o aer CP-5 ELI IC m LEFT BUILDING ELEVATION RIGHT BUILDING ELEVATION KF 3/I6' = 1-T - m�a -7.wmlrt �1 � R9IDQ K'N'uHv 2461.9Q2�2407902 u6w �w a F FCP-5 i jujimilm amn UNIT 5 UNIT 4 UNIT 3 UNIT UNIT I - - Nurt Nurt Hurt REAR BUILDING ELEVATION P W��WE 1cwh / Raiva um AWo set CPS H3 MEMORANDUM TO: FROM DATE: SUBJ: CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing forToday and Planning forTomorrow Todd Gerhardt, City Manager Sharmeen Al-Jaff, Senior Planner July 10, 2017 0XB Planning Case 2017-12 Rezoning, Site Plan Review, Subdivision, and Vacation of Drainage and Utility Easement with Variances —West Park Association — Pultc Homes PROPOSED MOTION "The City Council approves the preliminary plat for Planning Case 17-12 for West Park as shown on the pla received June 30, 2017, subject to conditions of approval; "The City Council approves the site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received June 30, 2017, subject to conditions of approval; City Council approves rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development - Residential, incorporating design standards; Resolution approving the ordinance and summary ordinance for West Park; "The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as describe( in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easemen on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." PH 952.227.1100 • wwwAchanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CH.ANHASSEN • MINNESOTA 55317 Planning Commission West Park-Pulte Homes July 10, 2017 Page 2 of 5 EXECUTIVE SUMMARY Consider a request for a Rezoning,:Site Plan Review, Subdivision, and Vacation of Drainage and Utility Easement for the construction of an 82 unit town -home development and located southeast of Waters Edge Drive, with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive, with a total area of 9.8 acres. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on June 20, 2017 to review the proposed requests. Members of the public raised concerns regarding the proposed development, mainly dealing with the transition between Chanhassen Gateway Apartments/Highway 101 and the Low Density developments along the north and west of the subject site. Over the years, staff has met with numerous developers interested in developing this site. Below aresome examples that have been submitted to staff. The following are examples of such submittals: The proposal called for 93 units (75 townhomes and 18 twinhomes). Nineteen driveways were proposed along Waters Edge Drive. Planning Commission West Park-Pulte Homes July 10, 2017 Page 3 of 5 A second request included saving the existing barn, expanding its footprint to be used as a clubhouse with an 80 unit multi family three story building. Approximatly 70 parking spaces were added to serve the cubhouse. Staff expressed concern that the clubhouse could be rented out as a gathering space with commercial characteristics next to a residential arca. YWJV1. MLLl6 Mt•T fAOG J .� pys.iw ny..ny.eaRv. R. mrR�,n4 ew,s...,e ^ ® L C pa 'M]Ya.w. weev��blMs. E ea.R.wT JG P( M _• F 4oh R�YY'u W7' ]�YY. F' E, ` E J .. ... i�s i �t +. c..rM naR.w. e.v Mawr i � / �. ra. re.era RwrmRw A97►. r......nN�x r -� Mae 009� Planning Commission West Park-Pulte Homes July 10, 2017 Page 4 of 5 Some of the main reasons behind staff s support of the current proposal include: • All driveways and garage doors are oriented toward the interior private streets of the proposed development. • The density is balanced over the entire development. • The current development incorporated the property located south of Lake Susan Drive. Some of the previouse proposals did not include the southern site which would allow for a potential second multifamily building. • Access to the southern portion of development is shared with the existing apartment building. • The proposed development orients the front facade toward the public streets as shown below. WEST PARKPURE 0 CYkw4 YssEN.A NNESGTA •�u�wt � rvcsrPAW .eerwK our oc as Planning Commission West Park-Pulte Homes July 10, 2017 Page 5 of 5 The Planning Commission voted 5 to 2 to recommend that City Council approve the request. Planning Commission minutes for this item included in the consent agenda of the June 10, 2017 City Council packet. RECOMMENDATION Staff recommends adoption of the following motions: "The City Council approves the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park; as shown on the plans received June 30, 2017, subject to conditions of approval; "The City Council approves the variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received June 30, 2017, subject to conditions of approval; City Council approves rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards; City Council approves ordinance and summary ordinance resolution for West Park; "Me City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlet A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." ATTACHMENTS 1. Ordinance and Summary Ordinance for West Park 2. E-mail from Jamie J Thelen, President/Chief Executive Officer. Sand Companies, Inc. 3. Staff Report dated June 20, 2017. 4. Plans dated received June 30, 2017. g:\plan\2017 planning cases\l7-12 west park - pulte (klingelhutz)\execudve summary-preliminary.doc PC DATE: June 20, 2017 \ Y 0 L � 9NH ASS CC DATE: July 10, 2017 REVIEW DEADLINE: July 18, 2017 CASE #: 2017-12 BY: SJ, SS, JS. TH, PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve: The D, Ge ,..mission feeeff -mend appr-eval of th preliminary plat for Planning Case 17-12 for West Park as shown on the plans received May 18 June 30, 2017, subject to conditions of approval; The Piwaiing Ceffffaission reeeffffnends appFevid of th site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received May 8 June 30, 2017, subject to conditions of approval; The PlanningCommission rveenffHendsthe variance request for Planning Case 17-12 to allow a 25-foot setback from Waters Edge Drive, Lake Susan Drive, and Highway 101, as shown on the plans received May 18 June 30, 2017, subject to conditions of approval; The Planning GemirAssion meeffimends apprevg 0 rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards; The summary ordinance for West Park; Planning Case 17-12 - subject to the conditions of approval and adopts the attached Findings of Fact and Decision." SUMMARY OF REQUEST: Consider a request for a Rezoning, Site Plan Review, Subdivision, and Vacation of Right of Drainage and Utility Easement for the construction of an 82 unit town -home development and located southeast of Waters Edge Drive, with Variances on property zoned Planned Unit Development (PUD) and Single Family Residential (RSF) for west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive, with a total area of 9.8 acres. LOCATION: Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive APPLICANT: Pulte Homes Paul Heuer, Director of Land Planning & Entitlement 7500 Office Ridge Circle, Suite 325 Eden Prairie, MN 55344 952-229-0722 Paul.Heuer@PulteGroup.com PRESENT ZONING: Single Family Residential District (RSF) and Planned Unit Development - Mixed Use (PUD) 2020 LAND USE PLAN: Low Density Residential, Medium Density Residential, and Mixed Use Planning Commission West Park — Pulte Homes June 20, 2017 Page 2 of 42 ACREAGE: 9.8 acres DENSITY: 7.4 Units per Acre LEVEL OF CITY DISCRETION IN DECISION -MAKING: The city has a relatively high level of discretion in approving a rezoning because the city is acting in its legislative or policy making capacity. A rezoning must be consistent with the city's Comprehensive Plan. 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. The city's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. 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. Notice of this public hearing has been mailed to all property owners within 500 feet as well as lake property owners surrounding Lake Lucy. EXECUTIVE SUMMARY: The request consists of multiple applications to facilitate the construction of a townhouse development. The requests include a rezoning of property from Single Family Residential and Planned Unit Development to Planned Unit Development Residential, a site plan for the construction of 82 townhouses, a Variance to allow reduced setback, Preliminary Plat to subdivide 9.8 acres, and vacation of Ri& of Way Drainage and Utility Easement (the vacation requires City Council approval only. It is included in this report as an informational item). Planning Commission West Park — Pulte Homes June 20, 2017 Page 3 of 42 The site is located southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive. Access to the site will be gained off of Lake Susan Drive and Waters Edge Drive. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. 1. Rezoning to Planned Unit Development -Residential: portion located north of Lake Susan Drive to Planned Unit Development —Residential and adopt standards for the development. 2. Variance: The second request is for a variance to allow a reduced setback from Waters Edge Drive, Lake Susan Drive and Highway 101. 3. Subdivision/Preliminary Plat: The third request is for the subdivision of 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. 4. Site Plans: The final request is for a site plan for the construction of 82 townhouses. The applicant is proposing 7 six-plexs, 4 five-plexes, and 5 four-plexes. Materials on the exterior of the homes include cultured stone, shake siding, LP sid siding, and shake siding. Window shutters are used to accent the buildings. All the garage doors and parking will he hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. That is the main reason for the variance request. The first request is to rezone the It is the applicant's intent to vacate portions of Right of Way that is currently under MnDoT's jurisdiction. This process takes an average of 3 years. The Right of Way is located southwest of the subject site. There is no development proposed within this area and even if the City approved such vacation, it will be conditioned upon the applicant dedicating drainage and utility easements over the vacated area which will prevent development over that section. The applicant held a neighborhood meeting on May 11, 2017 to introduce neighbors to the development. The applicant also met with the owners of the apartment building located southeast of the subject site to coordinate shared access issues and parking. Staff regards the project as a well -designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan, Planning Commission West Park — Pulte Homes June 20, 2017 Page 4 of 42 subdivision, rezoning, and variance with conditions as outlined in the staff report. Construction on this project could begin as early as September 2017. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments Chapter 20, Article II, Division 3. - Variances BACKGROUND On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the Gateway Development. This plan was later approved by the City Council on January 24, 2005. On June 27, 2005, the City Council approved rezoning the property located at the northwest intersection of the future alignment of Highways 101 and 212 with an approximate area of 24 acres from Residential Single Family to Planned Unit Development -Mixed Use incorporating design standards. The final draft layout that was arrived at reflected a residential component within the area north and south of Lake Susan Drive with the highest density concentration facing Highway 101. Place), was approved by the City Council on February 27, 2006. An apartment building (Gateway The portion of the site located southwest of Highway 212 and 101 consists of a mix of commercial and office uses. Planning Commission West Park — Pulte Homes June 20, 2017 Page 5 of 42 The current proposal will incorporate the undeveloped /vacant residential parcels into the development of West Park. III The applicant is requesting to rezone the property from RSF, Residential Single Family, and Planned Unit Development —Mixed Use to Planned Unit Development -Residential. Highway 212 will run along the southern edge of the site. Highway 101 runs along the east portion of the site. Waters Edge Drive is located along the northwest portion of the site. A residential neighborhood zoned Residential Single family is located north of the site and a residential neighborhood zoned Planned Unit Development is located west of the site. All properties located at the intersection of Highway 212/101 are guided mixed use which permits high density residential and neighborhood oriented commercial. The 2020 Land Use Plan shows this area designated for development as Residential Low Density (1.24 Units per Acre), Residential Medium Density (4-8 Units per Acre) and Mixed Use Development. Appropriate zoning for these land uses are a combination of Residential Single Family-RSF, Mixed Low Density-R4, Residential Low and Medium Density Mixed Medium Density-RLM, and PUD-Mixed Use, Neighborhood Commercial, and High Density Residential. Staff has prepared a Planned Unit Development Ordinance that will regulate and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. This site is in the Metropolitan Urban Service Area (MUSA) area. Staff is recommending that this area be rezoned to PUD-Residential. Based on the site area and land uses within this area, the site may have a maximum number of 99 92 units. Planning Commission West Park — Pulte Homes June 20, 2017 Page 6 of 42 TOTAL UNITS ALLOWED Land Use Gross Area TNet Area Net Density Number of Units North of Lake Susan Drive Residential Low Density 4.942 4.942 4 20 Residential Medium Density 2.059 2.057 8 16 Residential High Density 1.133 1 1.133 16 18 South of Lake Susan Drive Residential High Densi 1-827 2.4 -2.827 2.4 16 38 TOTAL 110.959 110.959 W 92 The applicant is proposing a total number of 82 units which is below the maximum permitted on the site. PUD FINDINGS The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) affects and our findings regarding them are: a) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed Planned Unit Development has been considered in relation to the specific policies and provisions of the land use plan and has been found to be consistent with the official City Comprehensive Plan. b) The proposed use is or will be compatible with the present and future land uses of the area. Finding: The proposed uses are and will be compatible with the present and future land uses of the area through the implementation of the design standards, landscaping buffers, architecture, etc. The townhouses will be the proper transition between the single family homes to the north and west and the apartment building located southeast of the subject site. c) The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed uses will conform with all performance standards contained in the Zoning Ordinance such as design standards, signage, durable materials, uses, etc. d) The proposed use will not tend to or actually depreciate the area in which it is proposed. Planning Commission West Park — Pulte Homes June 20, 2017 Page 7 of 42 Finding: The proposed uses will have no measurable negative impact on the property values of the nearby residences. It could potentially have a positive impact by creating a buffer to Highway 101 and preventing higher impact development. e) The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Finding: The site is located within the Municipal Urban Service Area. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f) Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation by the proposed use is within capabilities of streets serving the property. Staff is recommending approval of rezoning the property to Planned Unit Development — Residential, incorporating the following standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to four, five, and six-plex complexes. • The total number of units for the entire site may not exceed 99 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Planning Commission West Park — Pulte Homes June 20, 2017 Page S of 42 Boundary Building/ Parking Setbacks feet Highway 101 25/10 Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 teet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIB. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. 4. All adjoining units must exhibit different exterior design features and color. e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 2. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall besodded. Planning Commission West Park — Pulte Homes June 20, 2017 Page 9 of 42 4. Native species shall be incorporated into site landscaping, whenever possible. f. Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street fiunishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; b. Ensure that signs do not create safety hazards; c. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; d. Preserve and protect property values; e. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sign: One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sim Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. Planning Commission West Park — Pulte Homes June 20, 2017 Page 10 of 42 h. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than %z candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. The applicant is requesting preliminary plat approval to replat 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. The site is zoned Planned Unit Development -Mixed Use and Single Family Residential. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage. A private street and cross -access easements will be shared between the properties. Private streets are permitted in this district if the following conditions exist: 1. The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination the city may consider the location of existing property lines and homes, local or geographic conditions, and the existence of wetlands. Planning Commission West Park — Pulte Homes June 20, 2017 Page I 1 of 42 2. After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. 3. The use of a private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. A public street is not required to serve these parcels or adjacent parcels. The use of a private street reduces the overall hard surface coverage. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. (report continued on next page) Planning Commission West Park - Pulte Homes June 20, 2017 Page 12 of 42 There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: North of Lake Susan Drive BLOCK 1: BLOCK 6: BLOCK 11: Lot 1 = 1,885 square feet Lot 1 = 1,833 square feet Lot 1 = 1,833 square feet Lot 2 =1,740 square feet Lot 2 =1,692 square feet Lot 2 =1,692 square feet Lot 3 =1,740 square feet Lot 3 =1,692 square feet Lot 3 = 1,692 square feet Lot 4 = 1,740 square feet Lot 4 = 1,833 square feet Lot 4 = 1,833 square feet Lot 5 = 1,740 square feet Lot 6 = 1,885 square feet BLOCK 2: BLOCK 7: BLOCK 12: Lot 1 =1,885 square feet Lot I = 1,885 square feet Lot 1 = 1,833 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,692 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,692 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,833 square feet Lot 5 = 1,740 square feet Lot 5 = 1,740 square feet Lot 6 = 1,885 square feet Lot 6 = 1,885 square feet BLOCK 3: BLOCK 8: BLOCK 13: Lot 1 = 1,885 square feet Lot 1 =1,885 square feet Lot 1 =1,885 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,885 square feet Lot 5 = 1,740 square feet Lot 6 =1,885 square feet * BLOCK 4: BLOCK 9: OUTLOT A = 25,197 Lot 1 = 1,833 square feet Lot 1 =1,885 square feet * OUTLOT B = 16,043 Lot 2 = 1,692 square feet Lot 2 = 1,740 square feet * OUTLOT C = 64,245 Lot 3 = 1,692 square feet Lot 3 = 1,740 square feet OUTLOT D = 21,359 Lot 4 = 1,833 square feet Lot 4 =1,740 square feet * OUTLOT E = 32,477 Lot 5 =1,885 square feet OUTLOT F = 46,203 ROW = 34,611 TOTAL = 354,265 BLOCK 5: BLOCK 10: Lot 1 = 1,885 square feet Lot 1 =1,885 square feet * 8.13 Lot 2 = 1,740 square feet Lot 2 =1,740 square feet * OUTLOT A (parking areas Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet * and drive aisles) = 62,639 Lot 4 = 1,740 square feet Lot 4 =1,740 square feet * square feet or 1.438 acres Lot 5 =1,885 square feet I Lot 5 =1,885 square feet * Planning Commission West Park — Pulte Homes June 20, 2017 Page 13 of 42 South of Lake Susan Drive BLOCK 1 BLOCK 2: BLOCK 3: Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 = 1,740 square feet Lot 3 =1,740 square feet Lot 4 = 1,740 square feet Lot 4 = 1,740 square feet Lot 4 =1,740 square feet Lot 5 = 1,740 square feet Lot 5 = 1,740 square feet Lot 5 = 1,885 square feet Lot 6 = 1,885 square feet Lot 6 =1,885 square feet OUTLOT A = 19,278 OUTLOT B = 71,638 TOTAL=123,10 *unit will not have a sunroom SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Findin : The proposed subdivision is consistent with applicable plans. 3. 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; Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, stone drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Fines: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 14 of 42 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Fm�dm : The proposed subdivision is provided with adequate urban infrastructure. SITE PLAN The site plan is for the construction of 82 townhomes. The applicant is proposing 7 six-plexes, 4 five-plexes, and 5 four-plexes. They are to be located at the north and south of Lake Susan Drive. Materials on the exterior of the homes include cultured stone, shake siding, and LP siding. Decks and window shutters are used to accent the buildings. Some of the units are recessed while others project forward. The roof line is accented by dormers. Each unit will have its own exterior design, color and materials as shown in the examples below which is a similar development currently under construction in the City of Plymouth. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The product in Chanhassen will have some additional features such as garage doors that are accented by windows, a gathering space with a fire pit, and sidewalks. (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 15 of 42 All the garage doors and parking will be hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. Landscaping islands have been added between the garage doors. This will help soften the continuous appearance of the asphalt driveways. The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The added landscaping and boulevard trees will provide a calming effect to a busy area. With this project, there is an opportunity to create a gateway treatment into the development. The applicant submitted a design that frames the entrances and corners of this development that consist of pillar monuments with rod iron fencing that is present throughout the development. The use of cultured stone is found on the pillars, housing units, mailboxes, and monument signs identifying the project. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 16 of 42 — ®JM Ira This development must comply with the Development Design Standards for West Park (attached). Another element that the applicant is proposing is an outdoor seating area located at the northeast comer of the site. This is a seating area that features a fire pit and overlooks a storm pond. MORELAND OVERLAY DISTRICT The northerly portion of the site is located within the shoreland overlay district of Lake Susan. The development is required to maintain a 50% open space within that area. 1! I � Irr 1. I 9u« { 1 i � i II III I I I Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 17 of42 The applicant intends to have all common green space area be maintained by a homeowners association. All units must be built to a height that is less than 35 feet. The current plans are in compliance with this requirement. LIGHTING/SIGNAGE The applicant prepared a lighting plan that is in keeping with the approved standards. Light levels for site lighting may not exceed 1/2 foot candle at the project perimeter property line as required by city code. This does not apply to street lighting. The applicant intends to utilize a Decorative Colonial light fixture which is typically used in residential neighborhoods. The lamp is approximately 15 feet above grad. -�1 �e mY!® Ylfd Marl a��01 The applicant is proposing two monument signs that will be located at the entrances off of Lake Susan Drive. The base and material of the sign will be cultured stone which is a material that is utilized throughout the development to form a base for the Mail Boxes and Entryway Pillars with rod iron decorative fencing at the intersection of roads and property corners. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 18 of 42 PARKING The residential parking standards require one visitor parking stall for every four units. The applicant is proposing 82 townhomes which translates to 20.5 visitor parking spaces. The applicant is providing 23 guest parking spaces. The applicant is also providing a two -stall garage with each unit which is in compliance with city code. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: All buildings have pronounced entrances. Articulation: The buildings incorporate adequate detail and have been very tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The buildings will provide a variation in style through the use of dormers, shutters, glass and stone. The buildings utilize exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for West Park. Material and Detail High quality materials are being used on all buildings. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. Hei¢ht and Roof Design The maximum building height in this Planned Unit Development for the residential use is 35 feet or three stories, whichever is less. All buildings meet the minimum standard set in the ordinance. The rooflines are staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are staggered and pitched elements on these buildings. They comply with this requirement. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 19 of 42 Multi -Family Design Standards Sec. 20-1088. Architectural style. Architectural style shall not be restricted. Evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of this section. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. • Monotony of design, both within projects and between adjacent projects and its surroundings, is prohibited. Variation in detail, form, and sighting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. • All building shall have a minimum of 20 percent of accent material. Accent material may include brick, stone cut face block or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. Findings: The proposed development is well situated within the site. It attempts to fit into the environment in which it is located including incorporating urban -style housing. The buildings offer much variety including colors, finishes, roof lines and materials. The buildings are oriented to the street to provide an urban edge. Sec. 20-1089. Land use. All development shall create a unified design of internal order that provides desirable environments for site uses, visitors and the community. The following design elements shall be incorporated into a project: • The project shall create a unique neighborhood identity. • Creation of interconnecting neighborhoods in collaboration with adjoining landowners (street, walkways, preservation of natural features, parks and gathering places). • Each neighborhood has a focal point or gathering place including parks, greens, squares, entrance monuments, historic structures (silosibarns) or public furniture (gazebos, benches, pergolas). Community features may include: landscaping, lighting, benches, tables. • Recreation facilities (playgrounds, tot lots, swimming pools and gardens). Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 20 of 42 • Diversity of product type and design to accommodate different age groups and individuals in different socio-economic circumstances. • Broad variety of housing choices --twin homes, row houses, town homes, flats above garages, apartments over shops, garden apartments, senior living opportunities and condominiums. Findings: This project creates its own little unique setting. The common areas include the entire development which offers a fire pit seating area, sidewalks, trails, and a gateway component. Sec. 20-1090. Curb appeal. To encourage roadway image or curb appeal projects shall create a variety of building orientation along the roadways; attractive streetscape and architectural detail. All projects shall incorporate two or more of the following design elements: • Orientation to the street or access road: o Setbacks. o Spacing between buildings and view sheds. • Architectural detail/decorative features: o Windows. o Flower boxes. o Porches, balconies, private spaces. o Location and treatment of entryway. o Surface materials, finish and texture. o Roof pitch. o Building height and orientation. • Location of garages. • Landscaping including fencing and berming. • Street lighting. • Screening of parking, especially in apartment and condominium developments. • Variations/differentiations in units including, but not limited to, color, material, articulation etc. Findings: The proposed development has been well situated within the site. It attempts to fit into the environment in which it is located. The homes have elements such as shutters, entry stoops, landscaping, and screened parking. Garages have been located toward the interior of the development. Sec. 20-1091. Transportation diversity. All developments shall incorporate multi -modal transportation including two or more of the following elements: Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 21 of 42 • Streets with trails incorporated. • Off -road trails and bike paths. • Provisions for mass transit with bus stops and shelters incorporated into the developments. • Sidewalk connecting internal developments: o Undulating sidewalks. Use of pavers or stamped concrete. o On -street parking and use of roundabouts. o Landscaped boulevards or medians. Findings: The project is within a walking distance to Southwest Village Transit Station. The applicant has incorporated sidewalk connections throughout the development that lead to the transit station. Sec. 20-1092. Integration of parks, open space, natural historic or cultural resources. Integrate nature and wildlife with urban environment. o Trails and sidewalks. o Vistas. o Historic features. Preservation of natural features that support wildlife and native plants (slopes, trees, wetlands). Findings: The proposed development is integrated into the city's trail system. COMPLIANCE TABLE Setback Exterior Setback Interior Coverage Height Guest Parkin PUD 25 ft. 0 ft. 50 % 35 ft. 20 stalls Proposed 25 ft. 0 ft. 50 % 31 ft. 23 stalls SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency 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; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 22 of 42 (4) Creation of 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; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. 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; b. The amount and location of open space and landscaping; c. 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 d. 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. (6) Protection of 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. FindinE: The proposed development is consistent with the city's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. Ci/:\;7 /:\►LN � The applicant is requesting a reduced setback from collector roads. The City Code requires all buildings to maintain a 50-foot setback from arterial or collector streets. The reason behind the variance request is for design purposes, to reflect an urban townhouse development and to orient all driveways and garage doors off of the interior private streets. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 23 of 42 VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a) Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. Finding: Due to the type of development the applicant is proposing, it is important to bring the buildings closer to the street. All the parking lots and garages are completely hidden from views by the buildings. b) When there are practical difficulties in complying with the zoning ordinance, "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: This development is a transition between low and high density areas. Staff worked with the applicant to concentrate the parking, driveways, and garages internally and have the front facades face the neighboring properties. c) That the purpose of the variation is not based upon economic considerations alone. Fes: The proposed variance is necessary to accommodate the proposed development style. This is a residential development with urban housing and is a transition between existing single family homes and highways and high density residential building. Urban townhouses are generally located closer to the right-of-way. d) The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The proposed variance is necessary to accommodate the proposed buildings within the site. The proposed townhouses provide diversified housing. e) The variance, if granted, will not alter the essential character of the locality. Finding: The granting of a variance will orient all garage doors and driveways toward the interior private streets and rather that the public streets surrounding the property. f) Variances shall be granted for earth -sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 24 of 42 Finding: This does not apply to this development. VACATION, RIGHT-OF-WAY AND EASEMENTS It is the applicant's intent to vacate portions of right-of-way that is currently under MnDOT's jurisdiction. This process takes an average of 3 years. The right-of-way is located southwest of the subject site. There is no development proposed within this area and even if the City approved such vacation, it will be conditioned upon the applicant dedicating drainage and utility easements over the vacated area which will prevent development over that section. The applicant has requested a vacation of drainage and utility easements from the City. More information about the vacation is available in a separate staff report for the July 10, 2017 City Council meeting. If the vacation is granted, the applicant shall grant new drainage and utility easement to the City with the plat documents per City Code concurrent with recording the vacation. As the streets will be private, and the developmen4 is less thim 4 upiiwaem 30-foot wide outlots will be platted around the streets. Drainage and utility easements will be dedicated over the street outlots: Outlot A of the south parcel and Outlots A and D of the north parcel, which meets the requirements per City Code. The survey included all easements and right of way shown on the title search of the property dated November 30, 2016 from Stewart Title Guarantee Company. The applicant shall have their survey confirm this with a recent title commitment prior to final plat. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. The private sidewalks constructed within City right-of-way require an encroachment agreement. Stormwater pipe that drains runoff from the adjacent parcel, GATEWAY NORTH Lot 1, Block 2, shall require a private easement with the owner of that property. (report continued on next page) A A Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 25 of 42 GRADING & DRAINAGE The existing drainage pattern for the southern parcel drains to an existing pond on the south of the parcel, which overflows to a MnDOT culvert. The proposed grading for the southern parcel will direct the stormwater to the existing pond, which is proposed to be converted to an infiltration basin, and will still overflow to the MnDOT culvert. hXI DING —SOUTH PARCEL �:7I7JI7C9DII�YI7III: � (report continued on next page) Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 26 of 42 The existing drainage pattern for the northern parcel drains to two points. A smaller, northern part of the site drains to Waters Edge Drive and enters the City's stormwater system via catchbasins on the curb line. The majority of the northern parcel drains to a low point on the southeastern edge of the property where it may enter a culvert that carries the water under TH 101. The proposed grading for the northern parcel will direct the majority of the parcel to the proposed stormwater pond where some of the water will be reused for irrigation. A reduced size area will still drain north to Waters Edge Drive and a further reduced area will still drain east to ne rrr im EXISTING —NORTH PARCEL PROPOSED —NORTH PARCEL The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. The existing togopraphic survey shall include the existing fast floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. The backyard drainage on Lot 12 shall be revised to a minimum of 2%. Draintile is required for all lots where stormwater runoff will flow from the back to the front of the property. Draintile shall be shown on the plans between Blocks 11 and 12. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 27 of 42 The plan shall show EOF locations and elevation for all basins on site. The applieant shall submit a fifWized, signed soil bering . Erosion Prevention and Sediment Control The proposed development will exceed 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 shall submit the full SWPPP document to the City for review prior to grading on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the pemvt. The plans shall identify the areas intended for stockpiling materials on site during construction. RETAINING WALLS The applicant has proposed ene four retaining walls on the northern parcel of this subdivision. The retaining wall is located hemveen behind Block 4 is approximately 60 65 feet long and 4 2 feet tall. The retaining wall located behind Block 5 is approximately 120 feet long and 2 feet tall. Two walls are proposed at either side of the entrance to the Fare pit, each is approximately 3 feet tall and 28 feet long. One retaining wall is proposed on the southern parcel. It is located between Block 2 and the infiltration basin. It is approximately 180 feet long and 3 feet tall. Top and bottom wall elevations shall be shown on the grading plan. This wall shall be owned and maintained by a Homeowners Association (HOA). The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Boulder walls shall RAt he WIRF thm sic feet. STREETS The applicant proposes construction of private streets to serve the subdivison. All private streets will be owned and maintained by a Homeowners Association. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 28 of 42 Stonegate Road will service lots on the southern parcel. It is 20 feet wide, approximately 460 feet long and terminates in a 120-foot hammerhead turnaround. Stonegate Road will share an existing access off Lake Susan Drive with the neighboring apartment building located on Lot 2, Block 2 of the GATEWAY NORTH plat. The existing curb cut on Lake Susan Drive on the west side of the southern parcel shall be removed. West Park Drive will service Blocks 1, 2, 12 and 13 on the northern parcel. It is 20 feet wide, approximately 500 feet long and terminates in a dead end that has been approved by the fire department for proximity to a street intersection for a turnaround. West Park Drive will utilize an existing curb cut off Lake Susan Drive for access. Blue Heron Drive will service Blocks 3 and I 1 on the northern parcel. It is 20 feet wide, approximately 360 feet long and connects West Park Drive to Waters Edge Drive. Blue Heron Drive connects to Waters Edge Drive south of the existing curb cut. The applicant proposes to remove the existing curb cut and adjust the City stormwater catch basins on Waters Edge Drive to accommodate the new access location. The intersection sight distance requirements for a 30mph roadway are met by this intersection location per the June 2000 MnDOT Roadway Design Manual. Eagle View Road will service Blocks 4-10 on the northern parcel. It is 20 feet wide, approximately 600 feet long and terminates a 70-foot modified hammerhead turnaround. No parking signage shall be installed at all turnarounds to keep them open for public safety access. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. final plat. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 29 of 42 Street lights shall be installed at the intersections with public streets. This light shall be owned by the City and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & PARKING 01-1, 1 e»a 2\ ewe ..« «l.e n:«......,..:......... A-:......... --A-. 1 n nOL -1e..e angle. The joint driveway for Lot c Bleek n and Lot 1 Bleek 10 : a pe«entia4y betteF eenfigtwe the driveway layout-. Staff recommends high -back curb for all parking areas. The parking lot Hew BIFI . 13 be revised to have 9 feet wide stahs, even at s-he-if nffiffaffives4 pein4. All Y.... afk4..lots stall be »evil A to pf;av'A a 26 foot drive isle and 18 feet long . paee.. The par4dag lot off Stenegate Road shall be r-eAsed to pre,,ide a 10 feet by 26 feet 4*nafe- TRAILS & SIDEWALK The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. All sidewalks internal to the site shall be owned and maintained by the HOA. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). UTILITIES Sanitary Sewer Sanitary sewer service for the subdivision will be provided by connecting to the existing 21" RCP sanitary main line on the west side of the southern parcel and the 8" existing stub on the northern parcel. The applicant proposes 8" PVC sanitary sewer main to be owned and maintained by the City. The minimum sanitary sewer grade that the City will accept is 0.40%, therefore setting the design grade to this minimum is not advisable. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. Sanitary sewer installed at less than 0.40% shall not be accepted by the City and must be reinstalled at the developer's expense. Staff recommends use of 0.50% minimum design grade. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 30 of 42 Water Main Water service for the subdivision will be provided by connecting to the existing 16" DIP water main line on the west side of the southern parcel and the existing stub on the northern parcel. The applicant shall revise plans to call out the size of proposed water main. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. A ga4e valve shall be added te the plan between Bleek 5 and 8 prior- to eonstmetien. 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The comments from the Riley -Purgatory -Bluff Creek Watershed District dated May 25, 2017 are attached to this report. The applicant must obtain a permit from RPBCWD prior to grading the site. The plan shall be revised to remove CB 400, as the adjacent upstream catchbasin will replace the one removed with construction of the Blue Heron Drive access. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. Stormwater pipe within the development shall be privately owned and maintained. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 31 of 42 Storm Water Utility Connection Charges These fees show a credit of 50% as the design is proposed to achieve abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The fee and credits for the northern parcel are calculated as shown in the table below. PER ACRE SURFACE AREA FEE ACRES FEE WATER NORTH PARCEL $14,510 8.132 $ 117,995.32 DEVELOPMENT FEE ROW Dedication -$14,510 0.795 $ (11,535.45 8.132 $ 106,47438 SURFACE VOLUME VOLUME %of1.1" WATER for 1.1" REMOVAL VOLUME ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDIT Reuse 14,677 16,496 112% $ 52,237.19 For the northern parcel, the SWMP Fee is $106,474.38. The SWMP Credit given for meeting the 1.1" volume abstraction is $52,237.19. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the northern parcel is $53,237.19. The fee and credits for the southern parcel are calculated as shown in the table below. SURFACE WATER AREA PER ACRE FEE ACRES FEE DEVELOPMENT SOUTH PARCEL $14,510 2.433 $ 35,302.83 FEE 1 $ 35 02.83 VOLUME VOLUME % of 1.1" SURFACE WATER for 1.1" REMOVAL VOLUME ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDIT Infiltration 4,486 5,171 115% $ 17,651.42 For the southern parcel, the SWMP Fee is $35,302.83. The SWMP Credit given for meeting the 1.1" volume abstraction is $17,651.42. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the southern parcel is $17,651.42. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. For 18 units Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 32 of 42 on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. LANDSCAPING TREE PRESERVATION The applicant for the West Park property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.56 ac. or 460,229 SF Baseline canopy coverage 6% or 27,988 SF Minimum canopy coverage required 20% or 91,924 SF Proposed tree preservation 1% or 3,932 SF. The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the 20% minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 91,924 Less canopy preserved 3,932 Minimum canopy coverage to be replaced 87,992 SF Multiplied by 1.2 105,590 Divided by 1089 =Total number of trees to be planted 97 trees The applicant has proposed a total of 97 overstory trees. The development has buffer yards required along Great Plains Blvd, Lake Susan Drive and abutting the Gateway development. The applicant has provided landscaping along Waters Edge Drive as well. Landscaping Item Required Proposed Bufferyard B — Great Plains 13 Overstory trees 14 Overstory trees Blvd., 661' 19 Understory trees 26 Understory trees 33 Shrubs 42 Shrubs Bufferyard B — Lake Susan 6 overstory trees 3 Overstory trees Drive, North side, 320' 9 understory trees 12 Understory trees 16 shrubs 0 Shrubs Bufferyard B — Lake Susan 3 Overstory trees 5 Overstory trees Drive, South side, 180' 5 Understory trees 4 Understory trees 9 Shrubs 0 Shrubs Bufferyard C — West Park 8 Overstory trees 9 Overstory trees south development, 299' 17 Understory trees 18 Understory trees 26 Shrubs 19 Shrubs Bufferyard B — West Park 2 Overstory trees 1 Overstory trees south development West Side, 4 Understory trees 3 Understory trees 260' 4 Shrubs 0 Shrubs 70' distance from development homes to ROW outlot, 66' across ROW outlot Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 33 of 42 The applicant has proposed one tree to be planted in each front yard in accordance with city code. In various locations, this planting space is less than 10 feet in width between driveways. In these sites, it is recommended that ornamental trees be used. PARKS This property is conveniently located within the''/2-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South Bandimere Community Park and Lake Susan Community Park are both located within the 1-mile community park service of the new West Park residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. additional trail construction i&being recommended as a condition of this subdivision. Staff recommends adoption of the following motion: 1. REZONING The City Council approves rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development - Residential incorporating the following design standards: WEST PARK PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a RESIDENTIAL PUD. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 34 of 42 sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Perntitted Uses The permitted uses in this zone should be limited to four, five, and six plex complexes. The total number of units for the entire site may not exceed 99 92 units. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Highway 101 25/10 * Highway 212 25/25 Northerly Project Property Line 25/25 Westerly Project Property Line 25/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less * parking setbacks maybe reduced to 10 feet if full screening is provided. d. Residential Building Materials and Design Buildings and site design shall comply with design standards outlined in Article XXIII. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 5. All units shall have access onto an interior private street. 6. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 7. All foundation walls shall be screened by landscaping or retaining walls. 8. All adjoining units must exhibit different exterior design features and color. , Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 35 of 42 e. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different 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 pollution and glare. 5. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to parking areas, utility boxes, unadorned building massing, etc. 6. All open spaces and non -parking lot surfaces, except for the fire pit area, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Undulating berms, shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 8. Native species shall be incorporated into site landscaping, whenever possible. f. Street Furnishings Benches, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. g. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment, to improve pedestrian and traffic safety, to minimise the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: f. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; g. Ensure that signs do not create safety hazards; Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 36 of 42 h. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; i. Preserve and protect property values; j. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g.l. Monument Sim One monument sign shall be permitted at the entrances to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. g.2. Sian Design and Permit Requirements: c. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. d. All signs require a separate sign permit. It. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. Fixtures with decorative natural colored pole shall be used throughout the development in parking and street lighting. Decorative, pedestrian scale lighting shall be used in the fire pit area and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than '/z candle at the project perimeter property line. This does not apply to street lighting. i. Residential Parking shall comply with city code requirements. 2. SUBDIVISION "The Planning Co„mni- ends approval = City Council approves Preliminary Plat appreval for West Park Addition, as shown in plans dated received May 18 June 30, 2017 — Planning Case 17-12 - subject to the following conditions: Planning Commission West Park - Planning Case 2017-12 June 20, 2017 Page 37 of 42 Engineering 1. The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. 0 &ent of the pr-epeny. DFaimatile shall be shown on the plans between Bleeks 11 and 12. 5. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. 6. The plan shall show EOF locations and elevation for all basins on site. . 8. Top and bottom wall elevations shall be shown on the grading plan. 9. This All retaining walls shall be owned and maintained by a Homeowners Association (HOA). 10. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 11. Boulder walls shall not be taller than six feet. 12. As an existing public trail is levated- ividhin tlie vaeation ar-ea� the applieem shall gFaRt a trail easement to the eity prior- te r-ecerding the vaeatien. 13. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City-pfieF concurrent to recording the vacation. 14. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 15. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 16. The private sidewalks constructed within city right-of-way require an encroachment agreement. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 38 of 42 17. All private streets will be owned and maintained by a Homeowners Association. prioretigineeF shafl work with eib, staff to either Feineve these grade changes or ineorpefate 19. The applieant shall inelude the horizontal alignment tabulation for- all str-eet in the plans ♦ZPfinalRt� 20. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 21. The driveway for Lot 1, Bleek 2 of -the southefri pafrel must be adjusted to meet vsvnvbn'oRoad at a 90 degeeW-ry-• 22. The net SWMP Fee due at the time of final plat of the northern parcel is $59,Y 97.66 $53,237.19. 23. The net SWMP Fee due at the time of final plat of the southern parcel is $"'� $17,651.42. 24. For 64 units on the northern parcel, the sanitary partial fee is $44,224.00 and the water partial fee is $137,408.00. 25. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. 26. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 27. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. 28. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. PARK AND TRAIL CONDITIONS OF APPROVAL 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park Residential Subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. 4 1 u . Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 39 of 42 Based upon the current residential park fee rates of $3,800 per multi-family/apartment dwelling, the total park fees will be $311,600 2. (82 units x $3,800 each). 3. SITE PLAN "The City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received May-18 June 30, 2017 — Planning Case 17-12 - subject to the following conditions: Engineering The Engineering Department recommends approval of the final plat subject to the following conditions: The applicant shall submit the full SWPPP document to the City for review prior to grading on site. 3. No parking signage shall be installed at all turnarounds to keep them open for public safety access. wit 5. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 9. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 10. All sidewalks internal to the site shall be owned and maintained by the HOA. 11. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 40 of 42 12. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. 13. T Feduee fiAuFe Fnaintenanee needs For- 1. Gist)- S AN A d14 0 1,.eation shall be ...7:. ted to eliminate the need for SAN MH 7. 14. The applicant shall revise plans to call out the size of proposed water main. 1 S. A gate valve shall be added to the plan between Bleak 5 and 8 prier to eenstfuetion. feplaee the efie Feineved with eonstruefieff of the Blue Heron Drive aesess. 17. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 10 shalle sizes Fevtie». b a .,n,te-an 15 .. h a:..ete- the ice 'ffmn allowed L c ease of fittury maintenanee 19. Stormwater pipe within the development shall be privately owned and maintained. 20. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 21. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 22. The applicant must obtain a permit from RPBCWD prior to grading the site. 23. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. 24. The proposed development will exceed 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). 25. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). 26. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). 27. The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 41 of 42 Building Conditions: Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 6. A final grading plan and geotechnical (soils evaluation) report must be submitted to the Inspections Division before permits will be issued. 7. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. 3. Prior to combustible construction fire hydrants shall be made serviceable. 4. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Planning Commission West Park — Planning Case 2017-12 June 20, 2017 Page 42 of 42 5. Relocate the fire hydrant on Stonegate road eighty (80) feet to the west. (At the intersection of Stonegate and Stonegate) 6. On Eagle View Road add a fire hydrant between block 5 and block 6. 7. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. Planning 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements" 4. VARIANCE "The Planning Commission recommends the City Council approve variance request #17-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received May-18 June 30, 2017 with the following condition: 1. Approval of the Variance is contingent upon approval of the Site Plan and Subdivision applications Planning Case 17-12." ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Affidavit of Mailing of Public Hearing Notice. 4. Letter from Watershed dated May 26, 2017. 5. Letter from MnDOT dated June 6, 2017. 6. Letter from Carver County Public Works dated June 6, 2017. 7. Cross Sections. 8. Preliminary Plat Submittal. g:lplan\2017 planning cases\17-12 west park - pulte (klingelhutz)\staff repon.doc West Park Planning Case *2017-12 PLANNING COMMISSION JUNE 20, 2017 CITY COUNCIL JULY 10, 2017 APPLICANT: PULTE HOMES PAU HEUER OWNER: BRIAN KLINGELHUTZ 1 Request • Rezoning-PUD Ordinance • Site Plan Review • Subdivision •Variance -Setback Vacation of Drainage & Utility Easements p, c N Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive /Wj- 3 h•. _y-. _ s y Background Vrao, Pice RaidmtW Primrose ' f f _ . Dnzare � Hall Commercial 5 he 2020 Land Use Plan shows this area designated for development as Residential Low Density (1.2-4 Units per Acre), Residential Medium Density (4-8 Units per Acre) and Mixed Use Development. Appropriate zoning for these land uses are a combination of Residential Single Family-RSF, Mixed Low Density-R-4, Residential Low and Medium Density Mixed Medium Density-RLM, and PUD-Mixed Use, Neighborhood Commercial, and High Density Residential. Staff has prepared a Planned Unit Development Ordinance that will regulate and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. This site is in the Metropolitan Urban Service Area (MUSA) area. Staff is recommending that this area be rezoned to PUD-Residential. Based on the site area and land uses within this area, the site may have a maximum number of 92 units. l+J/ 2-�1- � (A U UN4 Ua � � Example of Other �. Projects 93 units (75 -' Al townhomes and 18 twinhomes). Nineteen driveways along Waters Edge Drive i s S 0/ I 1 I / 1 � Shoreland 1 Overlay , 1 , '• District Anything over 35 feet needed to be_ outside the overlay district Hard cover caenot exceed 50% V 0 i Site p Plan site plan for the constructio of 82 townhouse . The applicant is proposing 7y_ pis, 4 five-plexes, and 5 four-p e The second request is for a variance to allow a reduced setback from Waters Edge Drive, Lake Susan Drive and Highway 101. 10 ' t k J � a'0Cs 11 Materials on the exterior of the homes include cultured stone, shake siding, LP sid siding, and shake siding. Window shutters are used to accent the buildings. All the garage doors and parking will be hidden behind the buildings and the main focus from all exterior street and Highway 101 will be the architectural design of these townhouses. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. That is the main reason for the variance request. The applicant held a neighborhood meeting on May 11, 2017 to introduce neighbors to the development. The applicant also met with the owners of the apartment building located southeast of the subject site to coordinate shared access issues and parking. 12 �� i � � L �. ' -� i r Decorative Colonial e� The first request is to rezone the portion located north of lake Susan Drive to Planned Unit Development —Residential and adopt standards for the development. 15 The third request is for the subdivision of 9.8 acres into 82 lots and 8 outlots. The 82 lots will house townhouses. Outlots A and D contain Private Streets and visitor parking. Outlots B, C, E, and F contain open space, common areas and storm ponds. W Parks PARKS This property is conveniently located within the Y2-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the 1-mile community park service of the new West Park residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. ,l ditional parkland acquisition is being recommendedas—a-aondition-of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. No additional trail construction is being recommended as a condition of this subdivision. 17 The applicant has requested that the City vacate all public drainage and utility easements and dedicate new D&U easements on Lot 1, Block 1 (GATEWAY NORTH) and Lot 2, Block 2 and Outlot A (WEST PARK 2ND ADDITION) 18 Proposed Easement Vacation • Applicant requested vacation of existing easements • WEST PARK 2ND ADDITION plat will dedicate new public drainage and utility easements. • The vacation will be recorded only if the WEST PARK 2ND ADDITION plat Is approved and recorded. Easement Vacation Request Lot 2, Block 2 and Outlot A of WESTPARK 2ND ADDMON Vacation of all public drainage and utility easements Dedicate new D&U easements N 19 Proposed Easement Vacation • Applicant requested vacation of existing easements • WEST PARK plat will dedicate new public drainage and utility easements. • The vacation will be recorded only If the WEST PARK plat Is approved and recorded. �\ I 0 Easement Vacation Request Lot t, Block t of GATEWAY NORTH Vacation of all public drainage and utility easements Dedicate new D&U easements Purpose of vacation is to simplify the dedication of new drainage and utility easements within the plat document 20 Dedication D&U Easements Easement dedication with WFST PARK plat Easement dedication with WEST PARK •AND AM) plat Left: Dedication of D&U Lot 1, Block 1, GATEWAY NORTH Right: Dedication of D&U Lot 2, Block 2 and Outlot A, WEST PARK 2ND ADDITION 21 PROPOSED MOTION "The City Council recommends approval of the preliminary plat for Planning Case 17-12 for West Park as shown on the plans received May 18, 2017, subject to conditions of approval; 'The City Council recommends approval of the site plan for the construction of 82 townhouses for Planning Case 17-12 for West Park, as shown on the plans received May 18, 2017, subject to conditions of approval; "The City Council recommends approval of the variance request for Planning Case i7-m to allow a 25-foot setback from Waters Edge Drive, lake Susan Drive, and Highway tor, as shown on the plans received May 18, 2017, subject to conditions of approval; The City Council recommends approval of rezoning the property located at the southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development -Residential, incorporating design standards; 22 PROPOSED MOTION Continued Planning Case 17-12 - subject to the conditions of approval and adopts PZachbed7dings of Fact and Decision." a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 2o6358 as described in Exhibit A." 23 i - i wErtPARK SECTIONCUTC-0 ® O 24 TOTAL UNITS ALLOWED Land Use 1 i North of Lake Susan Drive Residential Low Densi r4 111 tl 2.059 Medium Densi Residential Hi Densi South of Lake Susan Drive Residential Hi SINIA TOTAL " ' - ' 92 The applicant is proposing a total number of 82 units which is below the maximum permitted on the site. 25 26 -IF w EXW NG-NORTHPARCEL PROPOSED -NORTH PARCEL 27 NJ it IfXIA VP 4y.: I. a „.,- � �� "i�e. � i 'id �Y ' 4 ME— xvid Vawv laauk VASIM43 us lsammiHNOISSIN '000, AW& —IN3Wd013A3Cj— SMILYMOV3H HEADWATERS —DEVELOPMENT— A Exrom, ham and silo, fully renovarea, togeMer wM singk story additions for use as mmmuntty clubhouse and .ddooi amenity program area. B Clubhouse one vsilor pars" Ca Residenl and going Pan". D Garden P.4ion E sheen Para, F NmN Realdmwa Wi,- bsblies Twemy-bur (24) unls G gout ResidanR Vfmg - Yator es Fdly-six (N) gone H service cl a and reseent undergroura garage enhance. Resident and guest paM1ing. J walking paN K Ge k L Lower Level Patio M she storm ureter managamam area N 1,000rootshorelardconservation.ohack line NOTE. 1. Greater Nan 50.0% open space norm of Ne shore land setback line, and no new sirodums higher Nan 05'. MISSIONHIIJ WFST Ea6El6Mp SM SICETM PLAN Ra_ WEST PARK KNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota LLC, a Minnesota limited liability company, owner of the following described property: CHANHASSEN, MINNESOTA .Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: - This plat of WEST PARK was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 20_, and said plat is in Commencing at the northwest corner of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tractto be described; thence - westerly. along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of City Council, City of Chanhassen, Minnesota 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of 231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said By; - Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline andalong the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Mayor Clerk - Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA angle of 17 degrees 30 minutes 47 seconds,a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; - thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20_ arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. AND Brian Praske, County Surveyor Lot 1, Block 1, GATEWAY NORTH, Carver County, Minnesota. By: Has caused the same to be surveyed and platted as WEST PARK and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA In witness whereof said Pulte Homes of Minnesota LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of , 20_ Signed: Pulte Homes of Minnesota LLC Laurie Davies, County Auditor/Treasurer - Eric Padget, Vice President By: STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Eric Padget, Vice President of Pulte Homes of Minnesota LLC, a Minnesota limited liability company. IY.... y rUUIIU, My Commission Expires County, Minnesota SURVEYOR'S CERTIFICATE I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all publicways are shown and labeled on this plat. Dated this _ day of 20 Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA. COUNTY OF - This instrument was acknowledged before me on by Dennis B. Olmstead, a Licensed Land Surveyor. Notary Public, County, Minnesota My Commission Expires COUNTY RECORDER, CARVER COUNTY, MINNESOTA I hereby certify that this plat of WEST PARK was filed this _ County Recorder By: day of 20_, at o'clock _.M. as Document Number " OFC 1ANHA"C, FIE,ED, E, MAY & z(ill "„IIr161HFr1"��`�i,ifT(/IplNfh'ufipG� &N ALLIANT ENGINEERING SHEET / OF 2 SHEETS I B6 0.3N 9�N2O 48(RJ a o A� a\pp00, r'634 g'N2p aro 4j" 012 �''. ° 294&0 8arr a 3 S72°44'15"E OUTLOT F � m _ 10.88 UTILITYASEMEN7 DRAINAGEOVcR t__89 G J / ALL OF OUTLOT S23°35'46"E A206� p0 3? 4's°13'011, 08 \\ r\,5p 2 ��-B5 �-- NOT TANGENT S45°11'18"E____ 16.42 - y oTCI 9p°00'OOo\ Gy 0D � o m 7y \ z, 1 d2°6� Ao N NJ6 1 0 3„ �\ N6, N29 32yo ° Wo G < oOti .R°' \ S2 321 11176.76•r63r%R� °0 9 Z�N� 0 �4 . o S 2go2 4 0 360 v o E N o Np N2 2y0 w ° . o tl �9 N N\ N O° Nn p° N 2 OZ N O \\n �° N 9\ 2p6 .o ' o S22 0 0o w N A ° / II r0 oy WO Ny r\ 25 ! tp 6 Q 0 L0 o° 4 p61 Ny 50 9\ rn� Nn 2� ZgOL'E 90 c q? , p °° v � o °o S 70y0 ° o � I 1 _\ ° N niS S NA N2 125 �� O rpa ° n r I n r rr i / i r- -r- r r r- n r n r n < r l l7 ,' \ •N 'O o t� I r Irli I i i r r r- r I --I I-- r r Irlr r</ l , ° w� 'or °o ° 5 f1 N s 9 ox� Ir �. 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ZP. 2 N19°12'56"W__ k\ rn u Z In (' \ N01 tp� om W \w N�\ 18.67 �� \ I 5 o OUTLOT C 5a 6 bye °O I �' S, N .50 '" I rn N o0 21'07"W 72 rn .N w N o 21,07"E DRAINAGE AND UTILITY EASEMENT ya'� 250 Np \` '� F I N10° o `p 'w9 S10° N OVER ALL OF OUTLOT C 2 3 .4i 'op d" , %�� 72.50 .os° 5 �a9 rs rr 0< mo �W .h v o S01°23'31"E bib ° ,aa yo F \ \0 r T" t 0 10°21'OT I� N -- ? r i m°'o n 4 Z 20.57 �\ 0.'` 00 o'a 32 gO v8 •! 83 a n \N 72 50 a 'w m 0 2ro7 E 5 3p' ? 4 7� ° 3 0 0 o S10° b °O �0,AN r to 0 2 o N ro 72.50 26 h3/ VARIES o N,0°21'0?,:W 'm'°' a 3 o m 260 ti�'8° 2Y8° 1 3 y0 7 o •cO 72.50 � .- w oo $10°2107"E ro OjS. rn 3 50dy 72. 0 OjS. `'g N10°2,'07 m n G a5� pcP° 1 So two rO� F °o w p.o 72.50$"Eo I y0 �0 ?A8J So S'07 72.50 91021 4 NV N50°21,6 ) OF O ` �p S° tC Zp8° N � Z o 3 R=17.0p G 5b 'W o w \ g10° 07"E72,50 y600 �NsjBj b00 L>26.70 WjS, °° 33 0 10°21cD41 m m �1 21 ,E 70.50 2F O `rtp 2 C°� O'g0°0p p0° Ccu'p \• POE P�a 6' N 50 N w r. w III $10°21'07 4• 72. rn e p b• \ ` woo ?s rs 2b' �`y �y, Pr,E , P ,< c'S. ORP 0 yb� �25o a^byp Ap -- \ w �~ 4 ti O y W 72.50 �. m m _ -- - ck�r 0 10°21'07„ 'vr o o Z _ O y O> 7'E pej8, 5 00 b,�ay ,`a1a\�'\\'� �10 Q aS\ w °O r n r 9 121 n r n v o o w o 0 21'0 ' r rya' b �\ 0 3� y I N s1o° co s° a 0 6 0• °O ^'� - y - c' y , O D C \ J in N W CCv C� b 1 N d- i i_ v b r F 61. o 'ter y z D z 70/'] (Aj o '?s po P�\,\' b'`a bye ojs, NFo 4 b1`v °O rsF N 3 / ° 46 G�'RP C� b�` cry jS, 01 V O n r i� �� r- r r N m P ' 1 ,y\ O° r I I I f- I r- -r ?° T 10°2p0T rn W- b i'07„E i \<J b B Z r� (n „1 N 'o w o S10°2 o ^� 0 �P 0 a by l - �F'd° rNv i r r r3, ° °O --S11006'36"W << i 1 0 rn 70.50 no o : / h/\ "�a O a.�a� yo aF °� /. � Q 109, F .gbh 28.50 o , , W `^ W o 7"W y o . 0 S48°18'15"W- ? 'l°' 'o 00 ti ° ti 's°oO a'�a yo as \ O� v1-7,-� vl o N10°z10 0 2 /'�(. M'� is 18.67 \\ �0 2 6`� ° w w ti�GOo \ I B2 12.50 0 o0 o S10°21'01IS i `O� v � r ° b'`b O 2 Q O by --�-__ 0.3N yb N41°41'45"W_� O A 2 C9 2 O _ J 2 o w 70.50 i'1 ob1 n O 10.67 `. C�b1 .,0� 6' \ w OD Via^ y0 i 2 O r y a _30 / yb y ro' n' op 8° 5a q,• o L=7.04 w r �' N cn I ' m c� j ^^ .J b 21'07"W w N 1 o I / /n a Ib o q'' O LJ co o N10° N `L / l/ y. ti 6 I ': O 'y O° �'l 0=1°36'50„- ! 2 0 r l r W �T1 72.50 ^ a - '0 7050 0 Tory °j ^�1 S�2 2y a1 y L} y ag 6 y a • ' `lf b 0 2,'07"E 4 P °rL °rL O •10' o N S10° N00°01'33"W 73.17 Q 3 0 9 9\ \ J I; 2 p R=65.00 2 o b 0T"W o �\ W Sag°5a27'W U I // Q N10°21-18.67 ¢ v of �j L 13.74 •o° ayS\ ^py 6'°O R$ ? 0 J ;a 7250 L=20.83. m /--C 9°15'42" Ns a'; Y8o 2g. ry>; !� I o0 00 . 0 9A<oqe. 4-10°22'45" / .Brg-N85°23'42"W O b� D� d` 1y 2`� •O L 1 J m n oA 6„ ,, 3 5 C� 3 18.33 C. 13.73 °b Ny S, 9� 87°33'3 A p 5 d6 W r �.' o ,0°21'0T °W 8° `_N00°01'33"W v 30- o ------ �b 1 O° 72 >00 L=56' W ^ ' N O R=17.00 S00°01'33"E 70.50 S00°03'26"W ` �_K �00 L L _ 33 72.50 a ��> 4p L=26.70-�1 q - I o o I 34.96 �` ,IN V �'v gJ /� 58.003�43��E 2g. `'2,; < O 5 o i 26' I 4=90°00'00 �' N 4' cm\I S48°18'15"W_i °'6` a�`a 05� 2 1ay� °O / N87°76'57"W \ C�°'9� \w 'cT \ oN00°01'33"W 72.61 1 S00°01'33"E 16.42 \ °o 1 aoa py0 <i <'�-18.00 REBAR N �\ ,W 72.50 1%�1 S00°01'33"E 124.00 - 0 70.50 0 N a '� Ns \ �/ I {/44901 i9 L 1. J p N10° i 26.00 24.00 24.00 24.00 26.00 1 `�'. oo d; '3 a o W 3 y �' v �\ S27°55'1 WIN / m I� N N o = Z 8j °O Ay I 1 i i m\o±� 21.36 o J/// rn o S00°01'33"EJ/ o W 21_ W S.alb°` yp p \\ i �. 0\ \\ n o r L \�+� \N u1,�w N I O ,n O 3 w o / o w W J I\ O Z N OO u° O 4 �p5 R=32.56 \ R=67.00 Z°\� 61 p LL- t0 � W ! '� cv W N N o o N �� O �o� O ya 1 I I W ° �. y &. OUTLOT F 3 3 0 o ^ N on m e 2 a ti O O O O Ci h=27°50'39" i O O' r` m m N N o w o w b' C,Br S34°22'55"W \� L=47.42 \� O -, W W 6? W N 1 In 2 N 3 Ion 4 m N 5 3 N m ro S00°01'33"E rn ti L, 2 c0 _I N6, a,, 9= 4=40°32'53" Q 0% O O O CT O R m mcli m n ro o mm m z 70.50 Z O J �' `O i W O° C.=32.24 C.Brg=S16°58'S5"E 'ram W m m m m m on m z o o 1� Q- 3� I R=85.00 C.-46.43 --- - NOT TANGENT m In rn rn m M O o 1 0 2 Li1 • I REBAR w m (6 m Q Q J R cn ( ��G 2 \ L=27.72 co ____-----100------ \ m I N N I O oow( �, •,y�/ g1. OS S 'p S00°01'33"E 70.50 I O W A/ o \ "`r,I I9 Q < 0 / C.Br S10°56'11"W `�� V�' ,< 0� u6, 26.00 24.00 24.00 24.00 26.00 / ? O �,,- / (o S26 C.=27.60 �9°16 BI NOT TANGENT `s ° _ Q 1 5 9 1° - S00°01'33"E 124.00 �___S57°56'00"E �\° / N g2 62 0.3N �JPRrE 0 S 4000 428 --- NOT TANGENT sag°4T 2.59__-� / 27.29 o N89053'36"E 4r 159.80 22.59 � 30.00 / 171.03 ��__ I 8�53913"11, S00°01'33"E 360.83 REBAR S00001'32"E 93.34 13.88 SANDSTONE MONUMENT AT I O p -- NW COR. OF THE NW QUARTER I M o / SEC. 24, T.116, R.23 I rMi WEST LINE OF THE NW QUARTER OF SEC. 24 °'n I S89°19'43"E b "� I WATERS EDGE DRIVE --AND CENTERLINE OF S.N. NO /0I -- _ :; I � --- NOT TANGENT 33.00 „ , � , „ . I > -- R=127.60-- S00001'33"E362.74 - - --�-� L=116.49 ; \ A=52°18'23"- - C.erg=S330 3437I n W I ' C.=112.49 li [NOT TANGENT, / v I I n n I I I n r- n /I -i- ✓` r 1 r 1 I -I- I< I E I MEASURED] V 1 L_ L_/ VICINITY MAP SECTION 24, T. 116, R. 23 51.E / Q 312 "TROD NW 1/4 NE 1/4 SW 1/4 SE 1/4 NOT TO SCALE THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SEC. 24, 7'. 116, R. 23, IS ASSUMED TO HAVE A BEARING OF S89°19'43"E. Denotes 1/2 inch iron pipe monument found marked as shown o Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown ® Denotes Mag Nail Set 134 O Denotes MNDot monument found (R) Per Record Documents o Denotes access control to MNDot [ALL OF THE DRAINAGE AND UTILITY EASEMENTS EMBRACED WITHIN LOT 1, BLOCK 1, GATEWAY NORTH, AS DEDICATED ON THE RECORDED PLAT THEREOF, DOC. NO. 451279, CARVER COUNTY, MINNESOTA, HAVE BEEN VACATED PER DOC. NO. Scale in feet 0 40 80 120 ONE INCH EQUALS FORTY FEET ALLIANT ENGINEERING SHLLI 2 OT 2 SHLLIS Property Card Parcel ID Number 252930010 Taxpayer Information — Q, �E g5o5s^�(' ` s yi, p x lid Taxpayer Name BRIAN A $ LOU ANN D KLINGELHUTZ NECON PROPERTIES LLC Mailing Address- 8860 KLEIN DR WACONIA, MN 55387-4566 Property Address Address 760 LAKE SUSAN DR City CHANHASSEN. MN 55317 Parcel Information Uses Res V Land GIS Acres 1.13 Net Acres Deeded Acres Plat Lot Block Tax Description Building Information Building Style Above GrSade Finished Ft Bedrooms Year Built Garage Miscellaneous Information School District 0112 Watershed District WS 064 RILEY PURG BLUFF Homestead N Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2016 Values (Payable 2017) 2017 Values (Payable 2018) Last Sale Land $285,900.00 $320,200.00 Date of Sale Building $0.00 $0.00 Sale Value Total $285,900.00 $320,200.00 The data prodded here wifn is for reference purposes only. This data is not susable for legal, engineering, surveying or other similar purposes. Carver County tices not guarantee the accuracy of the information contained herein. This data is fumished on an as is bass and Carver County makes no reprasentafions or warranties, sharer expressed or unshed, for the merchantability or ftness of the information provided for any purpose. This disclaimer o provided pursuant to Minnesota Statutes §466.03 and the user of the data prodded f eln aclmovdedges that Carver County shall not be liable for any damages, and by using this data in any way expressly waives all claime and agrees to defend, indemnify, and hold harmless Carver County, i6 offices. officers, agents, empoyees, etcfrom any ant all claims brought by anyone who uses the intormaton prodded for heren, is employees or agents, or thiN parties which arise out of users access. By acceptance of this datathe user agrees not to trursmrt this data or pmvide access to it or any part of t to another party unless the user includes wth the data a copy of this disclaimer. Thursday, May 25, 2017 Carver County, MN Property Card Parcel ID Number 250242420 Taxpayer Information r Taxpayer Name BRIAN & LOUANN KLINGELHUTZ NECON ENTERPRISES LLC .: ; W�KEd9• Mailing Address 9731 MEADOWLARK LN CHANHASSEN, MN 55317-8626 Property Address Address 8601 GREAT PLAINS BLVD / •- sgusmiDr City CHANHASSEN, MN 55317 Parcel Information Uses Res 1 unit GIS Acres 6.22 Net Acres Deeded Acres 7.0 Plat Lot Block Tax Description P/O NW1/4 NW1/4 DESC AS: COMM AT NW CORN NW1A SECT 24 TH S89'E ALONG N LINE NW1/4 338' Building Information Building Style 1 1/2 Story Frame Above Grade 1641 Finished So Ft Bedrooms 3 Year Built 1897 Garage Y Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF N N N Assessor Information Estimated Market Value 2016 Values (Payable 2017) 2017 Values (Payable 2018) Last Sale Land $732,800.00 $810,700.00 Date of Sale 7/12/2005 Building $83,900.00 $102,800.00 Sale Value $622,000.00 Total $816,700.00 $913,500.00 The data provided herew0 is for reference purposes ony. This data is not sukable for legal, ergineedng. surveying or under aims., purposes. Carver County does not guard. the accuracy of the inf..Yon contained herein. This data is lumished on ad as d bass and Carver County makes no representations or warranties, either expmased or imq,hd1 for me mendrantauidy, or lioness of the ati informon provded for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and the user of the data provided herein acknowledges that Carver County shall not be liable fw and damages.. and by using this data in any way apressy waives all claims, and agrees to defend, indemnify, and hold harmless Carver County, its officials, olgcem, agents, employe s. etc from any and all claims brought by anyone who uses the information provided for herein. its employees or agents, or nib parties which arse out of users access. By acceptaane of this data, the user agrees not to "dams this data or pmvide access to it w any part of it to another party unless the user incbdes with the data a copy of this disclaimer. Thursday, May 25, 2017 Carver County, MN r*-7- 1 22 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/05/2017 2:08 PM Receipt No. 00365008 CLERK: AshleyM PAYEE: Alliant Engineering 233 Park Ave S Ste 300 Minneapolis MN 55415- West Park Final Plat 17-12 ------------------------------------------------------- Subdivision 1,600.00 Total Cash Check 54131 Change 1,600.00 0.00 1,600.00 0.00