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CAS-15_BEEHIVE HOMES SENIOR HOUSING - 6330 HAZELTINE BLVD. FILE 1 OF 21 . GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING THE PROJECT SPECIFICATIONS AND FOR COORDINATING THESE DRAWINGS WITH TH05E SPECIFICATIONS AND PROVIDING ANY ADDITIONAL DETAILS REQUIRED FOR CONSTRUCTION. 2. WARRANTIES SHALL BE IN ACCORDANCE WITH STATE MINIMUM STANDARDS. REGISTERED BUILDER PROGRAMS AND/OR PRODUCT WARRANTIES TO BE PROVIDED BY PRODUCT MANUFACTURERS. LIABILITY AND WORKERS COMPENSATION CERTIFICATE OF INSURANCE WILL BE REQUIRED FROM ALL SUBCONTRACTORS. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY AND COORDINATE ALL CONDITIONS AND DIMENSIONS PRIOR TO WORK. G.C. TO CONTACT GOPHER ONE TO VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRICAL, UTILITIES, SEWER, CABLE, GAS, ETC. PRIOR TO COMMENCING WORK. IMMEDIATELY REPORT AND/OR REVIEW ALL QUESTIONS, DISCREPANCIES AND CONDITIONS WITH THE OWNER/ARGHITECT PRIOR TO PROCEEDING WITH WORK. 4. ALL CONSTRUCTION AND/OR MATERIALS AS INDICATED SHALL BE AT OR ABOVE INDUSTRY STANDARDS FOR SIMILAR RESIDENTIAL CONSTRUCTION. 5. ALL CONSTRUCTION WORK SHALL CONFORM TO ALL APPLICABLE CODES. G. ALL SURVEY DATA, 501L DATA, MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING OF SYSTEMS, SIZES AND LAYOUTS (INCLUDING TRUSS, FRAMING, AND GIRDER DESIGN) SHALL BE BY THE RESPECTIVE SUBCONTRACTOR AND/OR SUPPLIER OF TH05E SYSTEMS OR BY OTHER NECE55APY CONSULTANTS AND SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. INFORMATION SHOWN IN REGARD TO THESE CONCERNS 15 ONLY DIAGRAMMATIC AND 15 INTENDED TO PROVIDE AN INDICATION OF THE DE51GN INTENT ONLY. USE OF CONSULTANT DATA BY 5DC DOES NOT INFER OR ENDORSE THE ACCURACY OF THE DATA. EACH CONSTANT AND CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTNESS AND ACCURACY OF DATA SUPPLIED BY THE RESPECTIVE CONSULTANT AND/OR CONTRACTOR. 7. GENERAL CONTRACTOR SHALL COORDINATE AND 51TE THE BUILDING ON THE OWNERS LEGAL SURVEY. GENERAL CONTRACTOR TO NOTIFY OWNER/ARCHITECT/ENGINEER OF ANY DISCOVERED DISCREPANCIES PRIOR TO ANY SITE WORK. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING AND FOR ALL TEMPORARY FACILITIES 4 SERVICES, INCLUDING BUT NOT LIMITED TO POWER WATER, TELEPHONE,. FAX, SANITATION FACILITIES AND FIRE FIGHTING EQUIPMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED EROSION CONTROL MEASURES AND ANY SPECIFIC ENVIRONMENTAL IMPACT ISSUES ARISING FROM CONSTRUCTION ON THE SITE. 10. THE CONTRACTOR SHALL MAINTAIN THE SITE IN FIRST-CLASS CONDITION DURING THE PROJECT. ALL WASTE AND DEBRIS SHALL PROMPTLY BE REMOVED. CONSIDERATION SHALL BE GIVEN TO MATERIAL STORAGE ON THE 517E AND ITS IMPACT ON ADJOINING NEIGHBORS. 1 1. THE CONTRACTOR SHALL PROVIDE FINAL CLEANING OF ALL INTERIOR AND EXTERIOR SURFACES. ALL TRANSPARENT MATERIALS ARE TO BE LEFT IN A POLISHED CONDITION. REMOVE ALL LABELS THAT ARE NOT INTENDED TO REMAIN AS PERMANENT INSTRUCTION INFORMATION. 12. GENERAL CONTRACTOR SHALL PROVIDE INSTRUCTIONS TO THE OWNER PERTAINING TO OPERATION AND MAINTENANCE OF MECHANICAL AND ELECTRICAL EQUIPMENT. COMPILE AND FORWARD TO THE OWNER ALL MAINTENANCE AND OPERATIONS DATA AND WARRANTIES IN THE FORM OF A WELL - ORGANIZED OWNER'S NOTEBOOK. 13.ROOF TRU55 ENGINEERING AND DESIGN TO BE PROVIDED BY TRLJ55 SUPPLIER. TPU55 SUPPLIER TO FIELD -VERIFY ALL EXISTING AND AS -BUILT DIMENSIONS AND CONDITIONS PRIOR TO TRLJ55 FABRICATION. IN REMODEL PROJECTS, TRU55 SUPPLIER TO FIELD -VERIFY EXISTING ROOF PITCHES, HEEL HEIGHTS AND BEARING CONDITIONS PRIORTO TRU55 FABRICATION. TRU55 SUPPLIER TO COORDINATE FINAL TRU55 SOLUTION WITH PROJECT STRUCTURAL ENGINEER. TRU55 SUPPLIER TO COORDINATE TRU55 DE51GN WITH ENERGY HEEL REQUIREMENTS. 14.ALL WINDOW DESIGNATIONS ARE FOR GENERIC SIZES AND TYPES WINDOWS. GENERAL CONTRACTOR TO CGNFIRM TEMPERED GLA55 LOCATIONS, EGRESS AND VENT WINDOW REQUIREMENTS, LITE PATTERNS, WINDOW SIZES, WINDOW OPERATION, JAMB SIZES, EXTENSION JAM55, ETC. W/OWNER. G.C. TO FIELD -VERIFY EXISTING ROUGH OPENINGS PRIOR TO REPLACEMENT WINDOW SIZING 4 FABRICATION. ALL REPLACEMENT WINDOWS TO BE CUSTOM 51ZED AS LARGE AS EXISTING ROUGH OPENINGS AND INSULATION REQUIREMENTS ALLOW. G.C. TO VERIFY WINDOW HEIGHTS AND SIZES WITH APPLICABLE CODES AND CODE OFFICIALS. 15. CABINET DRAWINGS SHOWN HERE ARE NOT CABINET SHOP DRAWINGS, BUT DEPICT DE51GN INTENT ONLY. CABINET MANUFACTURER TO COORDINATE FINAL CABINET DE51GN WITH A5 -BUILT DIMEN51ON5 (FIELD -VERIFY), WITH FIELD CHANGES MADE DURING CONSTRUCTION, WITH FINAL MILLWORK PROFILES, WITH FINAL COUNTERTOP THICKNESS AND DESIGNS, AND WITH FINAL APPLIANCE AND FIXTURE SELECTIONS. CABINET MAKER TO VERIFY END PANEL DESIGNS AND CABINET CLEARANCES WITH OWNER PRIOR TO CABINET FABRICATION. CABINET MAKER TO MEET WITH OWNERS TO DI5CU55 AND VERIFY ALL DRAWER AND CABINET DIVISIONS AND USES, INCLUDING PULLOUT LOCATIONS, SPICE PARTITION LOCATIONS, LAZY SUSAN LOCATIONS, C05T RAMIFICATIONS, AND ANY OTHER SUGGESTIONS THE CABINET MAKER OR OWNER MAY HAVE FOR MAXIMIZING CABINETRY EFFICIENCY AND EASE OF USE. I G. SUBCONTRACTORS TO REFER TO APPROVED CABINET SHOP DRAWINGS PRIOR TO ROUGH FRAMING FOR CABINET5/5UILT-IN5. REPORT ANY DISCREPANCIES TO G.C., OWNER AND CABINET MAKER PRIOR TO PROCEEDING WITH WORK. 17. GENERAL CONTRACTOR TO COORDINATE OWNERS, REVIEW AND APPROVAL OF SAMPLES OF ALL INTERIOR AND EXTERIORFIN15H MATERIALS, INCLUDING PROFILES, SIZES, SPECIES, MORTAR AND GROUT COLORS, JOINT SIZES, FINISHES AND COLORS PRIOR TO ORDERING OF SAME. SAMPLES SHALL BE PROVIDED ON-51TE HOMEOWNER DEEMS NECESSARY, AND IN 51ZE LARGE ENOUGH TO SEE IN THE FINAL SPACE (E.G. 4'X4' WALL PAINT SAMPLES, AND STAINED AND FINISHED 3-BORD WOOD FLOOR SAMPLES). G.C. TO COORDINATE OWNERS' REVIEW AND APPROVAL OF FULL-51ZE MOCKUPS OF ALL INTERIOR AND EXTERIOR CASTINGS, TRIM, NEWELS, AND RAILINGS PRIOR TO CONTRACTOR ORDERING OF SAME (ON SITE WHEN OWNER DEEMS NECE55ARY). OWNER TO REVIEW AND APPROVE FULL-SIZE MOCKUPS OF ALL STONE ON SITE, INCLUDING 51ZE 4 SPECIES, MORTAR JOINT SIZE, MORTAR COLOR. STONE STACK, CAP SPECIES AND SIZE. STONE SAMPLES SHALL BE DISPLAYED ALONGSIDE RELEVANT INTER AND EXTERIOR FINISH MATERIALS, AS REQUIRED FOR FINAL COLOR PALLET COORDINATION. G.C. SHALL COORDINATE OWNERS COUNTERTOP SELECTIONS, AND SHALL VERIFY THAT NATURAL STONE SLABS THAT OWNER SELECTS ARE PROPERLY STORED, AND USED IN THE FINAL PROJECT. 18. DIMENSIONS LOCATING EXTERIOR WALLS ARE TO THE EXTERIOR FACE OF FRAMING AND/OR FACE OF FOUNDATION WALLS, UNLESS NOTED OTHERWISE. DIMENSIONS LOCATING INTERIOR WALLS ARE TO CENTERLINE OF STUD, UNLE55 NOTED OTHERWISE. DIMENSIONS LOCATING DOORS AND WINDOWS ARE TO CENTERLINE OF OPENING, UNLESS NOTED OTHERWISE. 19. ALL EXTERIOR WALLS SHALL BE 2xG AS PER BUILDING SECTIONS, U.N.O. ALL BEARING WALLS, PLUMBING WALLS, AND WALLS WITH POCKET DOORS TO BE 2xG CONSTRUCTION, U.N.O. ALL OTHER WALLS TO BE 2x4 CONSTRUCTION TO THICKNESS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, U.N.O. HEADERS SHALL 51ZED PER STRUCTURAL PLANS, OR COORDINATED WITH STRUCTURAL ENGINEER 20. 51TE PLAN AND RELATED INFORMATION PROVIDED BY SURVEYOR 15 USED HERE TO SHOW DE51GN INTENT ONLY. VERIFY ALL CONDITIONS AND DIMENSIONS W/5URVEYOR. 21. CONTRACTOR TO VERIFY ACOUSTIC INSULATION LOCATIONS W/OWNERPRIORTO VAPOR BARRIER 4 DRYWALL INSTALLATION. ACOUSTIC CONSIDERATION TO BE GIVEN TO HVAC DUCT LAYOUTS AND PLUMBING LOCATIONS, AND ACOUSTIC DAMPENING TO BE PROVIDED TO HVAC SYSTEM AND PLUMBING WASTE STACKS AS REQUIRED TO MINIMIZE SOUND TRANSMISSION. 22. PLUMBING ROUGH -IN DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY. ALL PLUMBING DIMENSIONS ARE TO BE COORDINATED BY THE GENERAL CONTRACTOR WITH SPECIFIC FIXTURE 5ELECTIOLI5 AND FINAL CABINET DESIGN. ALL FLOOR DRAINS CONNECTED TO SANITARY SEWER TO HAVE BASK -FLOW PREVENTER5 INSTALLED. 23. h'[CHANICAL EQUIPMENT 4 CONTROL LOCATIONS TO BE VERIFIED WITH OWNER PRIOR TO INSTALLATION - SEE DRAWINGS FOR PROPOSED LOCATIONS. MAKEUP AIR TO BE PROVIDED AS PER I.P.C. AND ANY OTHER APPLICABLE CODES. SUPPLY AND RETURN REGISTER COVERS TO BE APPROVED FY OWNER - A55UME FW5H WOOD VENTS TO MATCH WOOD FLOOR SPECIES 4 FINISH FOR BID. WHERE AFFECTED BY MECHANICAL DUCTS AND EQUIPMENT, CEILING HEIGHTS AND SOFFIT SIZES AND LOCATIONS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION OF HVAC DUCTS AND EQUIPMENT. a NOTE: INFORMATION IN ARCHITECTURAL SITE PLAN 15 FOR ARCHITECTURAL COORDINATION ONLY AND BASED ON SURVEY PROVIDED BY JAMES HILL, INC. ALL INFORMATION ON THIS PLAN SHALL BE VERIFIED WITH DRAWINGS AND INFORMATION FROM JAMES HILL INC. ABV ABOVE O.H. OVERHEAD AIC AIR CONDITIONING OPT OPTION/OPTIONAL ALT ALTERNATE PL PLATE AP ACCESS PANEL P.T. PRESSURE TREATED AN AUDIONI5UAL QTY QUANTITY B.I. BUILT-IN RCP REFLECTED CEILING PLAN B.N. BULL -NOSED REF. REFRIGERATOR BO BY OWNER R- 1. ROUGH IN CAB. CABINET R.O. ROUGH OPENING CIP CAST IN PLACE 5 SINK CLG. CEILING S.D.C. 5HARRATT DESIGN COMPANY CLR. CLEAR 5HEV. SHELVING CL CENTERLINE S.T. STONE TILE CNTR. COUNTERTOP 5TRU. STRUCTURAL CO CASED OPENING TBD TO BE DETERMINED C.O.S. CLOSET ORGANIZATION SYSTEM TB5 TO BE SELECTED BY OWNER COL. COLUMN T4G TONGUE -AND -GROOVE CONC. CONCRETE TH. THRESHOLD CPT. CARPET TMP TEMPERED C.T. CERAMIC TILE T.O. TOP OF D CLOTHES DRYER TRTD TREATED(WEATHEPWATER) DBL. DOUBLE TV TELEVISION DET DETAIL TYP. TYPICAL DN. DOWN U.C. UNDERCOUNTER DR DOOR U.G. UNDERGROUND D5 GARBAGE DISPOSAL U.N.O. UNLESS NOTED OTHERWISE D.W. DISHWASHER W. WIDE ELEC. ELECTRIC W/ WASHING MACHINE EXIST. EXISTING W.C. WITH F FIXED WD. WATER CLOSET FE FIN15HED END WDW. WOOD FP FR05T PROOF W.R.C. WINDOW FURN FURNITURE WESTERN RED CEDAR GYP. BD. GYPSUM BOARD G.C. GENERAL CONTRACTOR GL. GLA55 GYP. GYPSUM BOARD (DRYWALL) H. HIGH I.B.C. INTERNATIONAL BUILDING CODE IN L.N.O. LE55 NOTED OTHERWISE M. MASTER MET METAL NOM NOMINAL BUILDING TYPE - 5B OCCUPANCIES 25 FIRE SPRINKLER 5YSTtM TYPE - 13R PARKING SPACES OCCUPANCIES 25 UNITE51/3 PARKING PER UNIT = 8.25 PARKING SPACES 10 STAFF PERSONS I PARKING SPACE PER 2 UNITS = 5 PARKING SPACES NOTE - PARKING FOR LOWER LEVEL OFFICE 4 STORAGE INCLUDE IN STAFF PARKING. PROPOSED BUILDING AREA 0.3G ACRES - SEE CIVIL FOR HARDCOVER CALCULATIONS. I,) ,( E -q +q dig's company z 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde5lgn.com EXCELSIOR, MN. 55331 SKEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROP05ED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PPOP05ED ELEVATIONS CITY OF CHANHASSEN RECEIVED AUG ^ ` ?012 CKOHASSEN PLANNING DEPT PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT 5TRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 155UED FOR EMU z M BUILDING TYPE - 5B OCCUPANCIES 25 FIRE SPRINKLER 5YSTtM TYPE - 13R PARKING SPACES OCCUPANCIES 25 UNITE51/3 PARKING PER UNIT = 8.25 PARKING SPACES 10 STAFF PERSONS I PARKING SPACE PER 2 UNITS = 5 PARKING SPACES NOTE - PARKING FOR LOWER LEVEL OFFICE 4 STORAGE INCLUDE IN STAFF PARKING. PROPOSED BUILDING AREA 0.3G ACRES - SEE CIVIL FOR HARDCOVER CALCULATIONS. I,) ,( E -q +q dig's company z 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde5lgn.com EXCELSIOR, MN. 55331 SKEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROP05ED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PPOP05ED ELEVATIONS CITY OF CHANHASSEN RECEIVED AUG ^ ` ?012 CKOHASSEN PLANNING DEPT PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT 5TRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 155UED FOR PROPOSED NEW CONSTRUCTION OF: BUILDING OF: BeeH Ive HOMES 6330 HAZELTINE BLVD. CHANHA55EN, MN. 55331 5HEET Al NUMBER LEGAL NOTICE THESE DOCUMENTS 511ALL NOT 5E REPRODUCED OR REDI5M5UTED WITHOUT E%PR W WRITTEN CONSENT OF SHARRATT DESIGN 4 COMPANY. LLC. 000PWIGIIT 2012 SHARRATT DESIGN 4 COMPANY LLC. EMU M ME ENE NONE on OMEN ME NONE No No momommmm IN PROPOSED NEW CONSTRUCTION OF: BUILDING OF: BeeH Ive HOMES 6330 HAZELTINE BLVD. CHANHA55EN, MN. 55331 5HEET Al NUMBER LEGAL NOTICE THESE DOCUMENTS 511ALL NOT 5E REPRODUCED OR REDI5M5UTED WITHOUT E%PR W WRITTEN CONSENT OF SHARRATT DESIGN 4 COMPANY. LLC. 000PWIGIIT 2012 SHARRATT DESIGN 4 COMPANY LLC. 21a -e' 39' - 4 1/4' 19-- 11 3/4' j 271-0' j 124'- 4' 104D (1040 104 104 I I I -O' 13'-0 13'-0" 13'-3'I $U 13'-6' .' 1I 13'-3" 13'-0' 13'-0• 13'-0' 13'-O• 13'-0' 13'-0• 13'-0' 13'-0" 7'- 1° T 13' - 0 n r SUN P,004, i! 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SUITE #24 (SUITE #25 _...1 100 -' 1 ,) UITE # I SUITE #2 I 135A — 106A 107A j CPT. 1CPT.I ... - CPT. CPT. a - I08A 109 o _ I 135 13 1368 � 105 106A.:. ... 1 7 - _. ----------------- ------ 5TONE 18 6 VERED POPo 0 0'-0' I6-6• I 1 I I ----------- --- ---J ' I I I I I L__-__ _____J 28'-81/4" 4' -O' -6' -O` - --6'-O'- -4'-0° 22'-81/4' 131_01 13,_6• 14'_6" I I I I 1 26'_51' 46:-211 52'-2' 1 28'-91/4' A B C D E F G PROPOSED MAIN LEVEL PLAN 1/8 / 11 =1 1-011 �s111 d:u� OUTf-1 4— —fL \ �.4YCiU'fll YCIU'T41 �� ' 1 I I I F I I I I 3 N I O I --------------------- -- ------- 4- -------4- 14' 14' - 6' II IIA I O � _ -� DRIVEWAYTO 1- j ------------------ LOWER LEVEL a � OVERHEAD DOOR o 14'- 6' 29'- 2 3/4' 7'-5 2P- 10' 5'- 10' sharra c es conipanym 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde516jn.COM EXCELSIOR, MN. 55331 SHEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PIAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PROPOSED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPIDS BLVD NW. COON RAPIDS, MN 55433 PHONE 763 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR DATE L— m Y N .. II— BATH #7 N CT. \ / (2 PERSON 5UITE) SUITE #7 - T of o = ATH #5 - BAT - CSA IIOB 1 1B C cT- � T I SUITE #5 5UITEp#6 I I ICA GPT. CPT. -. r ------------------------- ------- 4- -------4- 14' 14' - 6' II IIA I O � _ -� DRIVEWAYTO 1- j ------------------ LOWER LEVEL a � OVERHEAD DOOR o 14'- 6' 29'- 2 3/4' 7'-5 2P- 10' 5'- 10' sharra c es conipanym 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde516jn.COM EXCELSIOR, MN. 55331 SHEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PIAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PROPOSED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPIDS BLVD NW. COON RAPIDS, MN 55433 PHONE 763 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR DATE 07-15-12 on MENEM OEM MENNEN mommoommom Emmmommoom IMMEMEMEMEMIN MEMMEMEMEME MEMEMEMMINME ommoommmoso MENEEMENEEN PROP05ED NEW CONSTRUCTION OF: BUILDING OF: Beeh Ive HOMES 6330 HAZELTINE BLVD. CHANHA55EN, MN. 55331 SHEET A2 NUMBER (LGN NOTICE, THESE DOCUMENTS 5HA NOT M REPRODUCED OK REDISTRIBUTED W OUT OBRL55ED NRRTEN CONSENT OF 5HgRR DESIGN 4 COMPANY, UL. QCOFMGHT 2012 5HARR DESIGN 4 COMFM LLC. PROPOSED - BACK \� I /C/ — I —v g 4 LANDING < ,TAIR5 ABV. -5 - 6 w w o� a= o,3 2 rra Iles I company 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 info@5harrattcle5l6jn.com EXCELSIOR, MN. 55331 SHEET INDEX A I - TITLE PAGE SITE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PROP05ED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER. 1 12 EA5T MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPID5, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR PROPOSED NEW CONSTRUCTION OF: BUILDING Of: BeeHlve HOMES 6330 HAZELTINE BLVD. CHANHA55EN, MN. 55331 SHEET A3 � NUMBER I€Gu Nonce THESE DOCUMENTS SHALL NOT M REPRODUCED OK RE0I5TRI5Ul o WITHOUT EKPP.E5.5ED WRITTEN CONSENT OF 511ARRATT DESIGN 4 COMPANY. t , 000PYPJGHT 2012 SHARK DESIGN 4 COMPANY LLC. MENNEN moommommom Mmoommisomosm EMEMENINEEME PROPOSED NEW CONSTRUCTION OF: BUILDING Of: BeeHlve HOMES 6330 HAZELTINE BLVD. CHANHA55EN, MN. 55331 SHEET A3 � NUMBER I€Gu Nonce THESE DOCUMENTS SHALL NOT M REPRODUCED OK RE0I5TRI5Ul o WITHOUT EKPP.E5.5ED WRITTEN CONSENT OF 511ARRATT DESIGN 4 COMPANY. t , 000PYPJGHT 2012 SHARK DESIGN 4 COMPANY LLC. l F, d 3+erS company 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde5lgn.com EXCELSIOR, MN. 55331 5HEET INDEX A I - TITLE PAGE SITE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PROPOSED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT 5TRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPIDS BLVD NW. COON RAPIDS, MN 55433 PHONE 763 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 BURNSVILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR PROPOSED NEW CONSTRUCTION OF: BUILDING OF: Bee ive HOMES 6330 HAZELTINE BLVD. CHANHASSEN, MN. 55331 5HEET ( A4 NUMBER LW& NOTC[. THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT �ED WRRTEN ODNSENT OF 5HARRATT DESIGN COMPANY. tit. QOOFMGHT 2012 5HARRATT DESIGN 4 COMPANY tit. Boom mommomm ME M No ��mm ONE mom MEMO MEN NEENE ENE PROPOSED NEW CONSTRUCTION OF: BUILDING OF: Bee ive HOMES 6330 HAZELTINE BLVD. CHANHASSEN, MN. 55331 5HEET ( A4 NUMBER LW& NOTC[. THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT �ED WRRTEN ODNSENT OF 5HARRATT DESIGN COMPANY. tit. QOOFMGHT 2012 5HARRATT DESIGN 4 COMPANY tit. 12 12 a N ,oD lit� ,oD N I B C D E F I I I I I 1 12 I 14 V G 12X CEDAR BRACKET 4'-0' TALL W/ SLOPED TOP 4 PPEFIN15HED METAL FLASHING VAULTED CEILING @ LIVING ROOM I( COPPER WDW PAN J� ARCHED PKEFINI5HED METAL ROOF CONTUSE RIDGE VENT COBRA OR51M — I I I 10 12 12 < � 16 � 16 12 12 a 3 12 I 12 12 � 10 12 49 16 10 v PROPOSED - FRONT 1/811 = 1 1-011 ARC —EXI EKIUK I-INIOMC5 — SHINGLES - HEAVY TEXTURED 40 -YEAR ASPHALT SHINGLES 4 COBRA CONTUSE RIDGE VENTING SYSTEM. SIDING: TYPE- I - LP CEDAR SHAKES (AT MAINE BODY OF BUILDING). TYPE -2 - BOARD ON BOARD APPEARANCE - 414X 10 LP SMART TRIM INSTALLED VERTICAL W/ 31 SPACING ON LP SMART PANEL 51DING (NO GROVES) (AT GABLES 4 CHIMNEY). STONE - LIMESTONE CHILTON BLEND (AT ENTRY). SOFFITS - LP SMART SOFFIT W/ VENTILATION CEDAR GRAIN TEXTURE. FASCIA - @ GABLES 4/04 ON 5/4X 10 LP SMART TRIM CEDAR GRAIN TEXTURE. @ EAVE5 5/4X 10 LP SMART TRIM CEDAR GRAIN TEXTURE W/ PUFIN15HED GUTTERS. FREEZE - 2'X2' CAP W/ 1-5/8° CAMPER ON 5/4X 10 LP SMART TRIM CEDAR GRAIN TEXTURE. CORNER TRIM - 4/4X5-1/2' LP SMART TRIM CEDAR GRAIN TEXTURE. ( MATCH DEPTH OF WDW 4 DOOR JAMB TRIM) BOXED COLUMNS 4 BEAMS - LP SMART TRIM CEDAR GRAIN TEXTURE. COLUMNS 12'X 12' CAPS - 2°X2° CAP W/ 1-5/84 CAMPER 4 SLOPED TOP ON 5/4XG (51M. TO FREEZE). BASE - 5/4XG W15LOPED TOP. WINDOWS 4 DOORS - MARVIN OR ANDERSON T.13.5. - ALL WINDOW IN BEDROOM SHALL MEET EGRESS. S.D.L. - A5 SHOWN IN ELEVATIONS. EXTERIOR WINDOW 4 DOOR TRIM - ALL TRIM5 LP SMART TRIM CEDAR GRAIN TEXTURE AS SHOWN IN EXTERIOR ELEVATIONS. HEAD TRIM - 2'X2° CAP W/ 1-5/8" CAMPER 4 SLOPED TOP ON 5/4X8 (51M. TO FREEZE). JAMB TRIM - 4/4XG. (MATCH DEPTH OF CORNER TRIM) SILL - 5/4X3 SLANTED WI DRIP EDGE. APRON - 5/4X8. PROP05ED - RIGHT 1/8 11 _ 1 1_011 CONTUSE RIDGE VENT COBRA OR 51M 12X CEDAR BRACKET 4'-O° TALL W/ SLOPED TOP 4 PRE FINI5HED METAL FLASHING VAULTED CEILING @ LIVING ROOM 8' X8' KALWALL SKYLIGHT W/ 27.25DEG. SLOPE (STOCK UNIT) PREFIN15HED METAL CURB @ SKYLIGHT EPDM 4 TAPERED FOAM ROOF SYSTEM TRIM BAND - 5X4 LP SMART TRIM CEDAR GRAIN TEXTURE SCUPPERS 4 DOWN SPOUTS ROOF BEARING n 1o,-1 11W 1 MAIN LEVEL T.O.SUIB. — — o„ MAIN LEVEL BEARING @ \ PRE -CAST -1' - 0" LOWER LEVEL T.O. 10'-0" 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde5lcgn.com EXCELSIOR, MN. 55331 SHEET INDEX A I - TITLE PAGE SITE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PROPOSED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE SHARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT; BROOK PARENT 3919 COON RAPIDS BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,51JITE 120 BURNSVILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR PROPOSED NEW CONSTRUCTION OF: BUILDING OF: BeeH Ive HOMES 6330 HAZELTINE BLVD. CHANHASSEN, MN. 55331 SHEET A5 NUMBER LEM NOTICE, m6E DDCUNIM75 5HAU NOT M REPRODUCED OR REDISTRIBUTEO N1THOIR E%PR W WWrTrN CDN5ENT OF SHARRATT DESIGN COMPANY, LLC. QOOP tIGHT 2012 5HARRATT DESIGN t COMPANY LLL. 08-02-12 08-07-12 08-28-12 ONEEMMMMMM 08-29- 12 MMUMMMMMMM 08-30-12 MMMMMMMMMo mmmmmmmmmm mmmmmmmmmm mmmmilmmmmm mmmmmmmmmmi mmmmmmmmmm PROPOSED NEW CONSTRUCTION OF: BUILDING OF: BeeH Ive HOMES 6330 HAZELTINE BLVD. CHANHASSEN, MN. 55331 SHEET A5 NUMBER LEM NOTICE, m6E DDCUNIM75 5HAU NOT M REPRODUCED OR REDISTRIBUTEO N1THOIR E%PR W WWrTrN CDN5ENT OF SHARRATT DESIGN COMPANY, LLC. QOOP tIGHT 2012 5HARRATT DESIGN t COMPANY LLL. 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I _ 11111' bill I IIIIIIII - - - - - - - - 3° H- - - -I - - - - - 1 - - ± -I- _ - - - - I z --- I------I--C�-- - - _ I - - - - - - - - - - - - - L - - I I I I I I I I : : k PROPOSED - LEFT I /8 - 1 -0 I c les c o in p a n gm 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde5lcgn.com EXCELSIOR, MN. 55331 000000 5HEET INDEX A I - TITLE PAGE SITE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROP05ED ELEVATIONS AG - PROP05ED ELEVATIONS PROJECT TEAM ARChITECT CONTACT: MIKE 5HARRATT 5TRUCTURAL ENGINEER AM 5TRUCTURAL ENGINEERING CONTACT; DAVE WAGNER 1 12 EAST MAPLE 5TREET RIVER FALL5, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOME5, LLC. CONTACT; BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAME5 R. HILL INC. CONTACT; JOEL COOPER 2500 W. COUNTY ROAD 42,5UITE 120 5URN5VILLE, MN 55337 PHONE 952 890 6044 15SUED FOR PROPOSED NEW CONSTRUCTION OF: BUILDING OF: Beeth Ive HOMES 6330 HAZELTINE BLVD. CHANHA55EN, MN. 55331 5hEET A6 NUMBER LlIGA<NO-nal TNESE DOCUMENTS SNALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT EXPRE`aSED WRITTEN CONSENT OF SNARRATT D61GN t COMPANY, LLC. OCOP GHT 2012 5HARRATT DE51GN 4 OOMFA LLL. NORTHEAST CORNER OF NE1/4 OF SEC. 4, T. 116, R. 23 (FOUND CARVER COUNTY CAST IRON MONUMENT) L_ V L_ 1 V F_—%1 L) - I \J I \ I /1 N I F_ I N I /� I UIVL_ 1\4 I I I J IN oweLj \ in w I SO? Sy \ I s \ Ir ' _ I I RSS�?2,i�7L� X739 rn----40----y SS° --DRg1NA 77g•4,7 -- W LU N I I F \Ung EASM N° T ,y( 16? \I to _ o Z _N8ao oo- S7 -1 75 ti bo I 0 PeiI ( / o F LOT 1, BLOCK 11 I,��0)00 °) C) I I M 3 I / �n N Ic M // �V I to to °°Lo I ION W Ii"Lo En r, w o/ Oh z f, N / I ° N/ v2 wli Lll ZI Z A z ly Q ; \/ 00 w"�' O� NCO Ov DRAINAGE AND UTILITY, LL5— EASMENTPER PLAT OF �`, � REEDS ORCHARD RIDGE -- i= --74.89/1p--------- 143.90 S89033'49"W 80.95 N88022'32"W I SOUTHEAST CORNER OF NE1/4 OF SEC. 4, T. 116, R. 23 -- (FOUND CARVER COUNTY CAST IRON MONUMENT) BEEHIVE HOME 4 / C� C KNOW ALL PERSONS BY THESE PRESENTS: That Stevens Investments, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as BEEHIVE HOME and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created on this plat. In witness whereof, said Stevens Investments, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20_. Stevens Investments, LLC M its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of its limited liability company, on behalf of the company. ,20 _' 20_, by of Stevens Investments, LLC, a Minnesota Notary Public, County, Minnesota My Commission Expires January 31, 20_ I, Harold C. Peterson, 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 public ways are shown and labeled on this plat. NHarold C. Peterson, Land Surveyor, License No. 12294 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Peterson, Land Surveyor, License No. 12294. SCALE IN FEET 0 40 80 120 BEARINGS ARE BASED ON THE WEST LINE OF OUTLOT B, REEDS ORCHARD RIDGE WHICH IS ASSUMED TO HAVE A BEARING OF N02059'13"E. 0 DENOTES 1/2 INCH IRON MONUMENT FOUND Q DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. STATE HIGHWAY NO. 7 SITE 4* 41'1\k N =a. co ` r i SEC. 4 T. 116 R. 23 VICINITY MAP NO SCALE 20, by Harold C. Notary Public, County, Minnesota My Commission Expires January 31, 20_ COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of ,20 By: John E. Freemyer, Carver County Surveyor CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. This plat of BEEHIVE HOME was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 20_, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. By: By: Mayor Clerk COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20_. By: Laurie Engelen, Carver County Auditor/Treasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA. I hereby certify that this plat of BEEHIVE HOME was filed this day of o'clock .M. as Document No. _ M Mark Lundgren, Carver County Recorder 20_, at JAMES R. HILL, INC. \ \ "� -gat--- S, >o� I \ AO J ~ O \ \ I C \ \\\ 003 0aX \ \ F W< 0I \ \ ¢w in Q y W I i I /1 N I F_ I N I /� I UIVL_ 1\4 I I I J IN oweLj \ in w I SO? Sy \ I s \ Ir ' _ I I RSS�?2,i�7L� X739 rn----40----y SS° --DRg1NA 77g•4,7 -- W LU N I I F \Ung EASM N° T ,y( 16? \I to _ o Z _N8ao oo- S7 -1 75 ti bo I 0 PeiI ( / o F LOT 1, BLOCK 11 I,��0)00 °) C) I I M 3 I / �n N Ic M // �V I to to °°Lo I ION W Ii"Lo En r, w o/ Oh z f, N / I ° N/ v2 wli Lll ZI Z A z ly Q ; \/ 00 w"�' O� NCO Ov DRAINAGE AND UTILITY, LL5— EASMENTPER PLAT OF �`, � REEDS ORCHARD RIDGE -- i= --74.89/1p--------- 143.90 S89033'49"W 80.95 N88022'32"W I SOUTHEAST CORNER OF NE1/4 OF SEC. 4, T. 116, R. 23 -- (FOUND CARVER COUNTY CAST IRON MONUMENT) BEEHIVE HOME 4 / C� C KNOW ALL PERSONS BY THESE PRESENTS: That Stevens Investments, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as BEEHIVE HOME and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created on this plat. In witness whereof, said Stevens Investments, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20_. Stevens Investments, LLC M its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of its limited liability company, on behalf of the company. ,20 _' 20_, by of Stevens Investments, LLC, a Minnesota Notary Public, County, Minnesota My Commission Expires January 31, 20_ I, Harold C. Peterson, 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 public ways are shown and labeled on this plat. NHarold C. Peterson, Land Surveyor, License No. 12294 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Peterson, Land Surveyor, License No. 12294. SCALE IN FEET 0 40 80 120 BEARINGS ARE BASED ON THE WEST LINE OF OUTLOT B, REEDS ORCHARD RIDGE WHICH IS ASSUMED TO HAVE A BEARING OF N02059'13"E. 0 DENOTES 1/2 INCH IRON MONUMENT FOUND Q DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. STATE HIGHWAY NO. 7 SITE 4* 41'1\k N =a. co ` r i SEC. 4 T. 116 R. 23 VICINITY MAP NO SCALE 20, by Harold C. Notary Public, County, Minnesota My Commission Expires January 31, 20_ COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of ,20 By: John E. Freemyer, Carver County Surveyor CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. This plat of BEEHIVE HOME was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 20_, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. By: By: Mayor Clerk COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20_. By: Laurie Engelen, Carver County Auditor/Treasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA. I hereby certify that this plat of BEEHIVE HOME was filed this day of o'clock .M. as Document No. _ M Mark Lundgren, Carver County Recorder 20_, at JAMES R. HILL, INC. 01 ,� arta -IN p 4- u N SITE ty t2a Iw (Ivi. =vas LOCATION MAP NOT TO SCALE Gaipin t R EXISTING CONTOUR EXISTING WATERMAIN --E) EXISTING SANITARY SEWER >---@�> EXISTING STORM SEWER oHP-------�—oHP EXISTING OVERHEAD POWER LINE/POWER POLES PROPOSED CONCRETE CURB PROPOSED CONCRETE SURFACE 900.0 FFE FINISHED FLOOR ELEVATION 1000 PROPOSED CONTOUR —� PROPOSED STORM SEWER II PROPOSED WATERMAIN —�� PROPOSED SANITARY SEWER PROPOSED SEED & MnDOT CATEGORY 3 EROSION CONTROL BLANKET PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED SILT FENCE PROPOSED SILT FENCE (^� PROPOSED WIMCO h— LU I LIJ F LIJ BEEHIVE HOME CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS FOR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 I o*A I �LVLIV I RI I VIVE v�V\-1--I VV f N%t L.v I �.i v'.. K �%kIlk i I T A I \\ \ { O vv'v�V`vv �1 �i O I 1 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET V�J � 0 � I 0 O ? 00 11 O 00 0------� PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: 16 1 � m d \ 1 / 1 11 r #' Q JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE ALYSON FAUSKE - ASSISTANT CITY ENGINEER WILLIAM WILDE - MPCA (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1164 (0) (651)-757-2825 (0) INDEX TITLE SHEET EXISTING CONDITIONS SITE INFORMATION EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL PLAN FINAL GRADING & DRAINAGE PLAN FINAL TREE PRESERVATION PLAN FINAL UTILITY PLAN PAVING & DIMENSIONING PLAN DETAIL SHEET LL 48 HOURS BEFORE YOU DIG! TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 Cl C2 C3—C4 C5 C6 C7 C8 C9 C10 C11 1 1 SCALE IN FEET 0 60 90 120 1 inch = 60 feet ■ LEGEND V EXISTING BUILDINGS � DEXISTING w ASPHALT SURFACE o M EXISTING CONCRETE SURFACE �o OEXISTING OoW W GRAVEL SURFACE 0 EXISTING TREES & EXISTING SOIL BORING ------------------------------------- =--------------- EXISTING CURB EXISTING CONTOUR EXISTING WATERMAIN --E) EXISTING SANITARY SEWER >---@�> EXISTING STORM SEWER oHP-------�—oHP EXISTING OVERHEAD POWER LINE/POWER POLES PROPOSED CONCRETE CURB PROPOSED CONCRETE SURFACE 900.0 FFE FINISHED FLOOR ELEVATION 1000 PROPOSED CONTOUR —� PROPOSED STORM SEWER II PROPOSED WATERMAIN —�� PROPOSED SANITARY SEWER PROPOSED SEED & MnDOT CATEGORY 3 EROSION CONTROL BLANKET PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED SILT FENCE PROPOSED SILT FENCE (^� PROPOSED WIMCO h— LU I LIJ F LIJ BEEHIVE HOME CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS FOR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 I o*A I �LVLIV I RI I VIVE v�V\-1--I VV f N%t L.v I �.i v'.. K �%kIlk i I T A I \\ \ { O vv'v�V`vv �1 �i O I 1 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET V�J � 0 � I 0 O ? 00 11 O 00 0------� PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: 16 1 � m d \ 1 / 1 11 r #' Q JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE ALYSON FAUSKE - ASSISTANT CITY ENGINEER WILLIAM WILDE - MPCA (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1164 (0) (651)-757-2825 (0) INDEX TITLE SHEET EXISTING CONDITIONS SITE INFORMATION EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL PLAN FINAL GRADING & DRAINAGE PLAN FINAL TREE PRESERVATION PLAN FINAL UTILITY PLAN PAVING & DIMENSIONING PLAN DETAIL SHEET LL 48 HOURS BEFORE YOU DIG! TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 Cl C2 C3—C4 C5 C6 C7 C8 C9 C10 C11 1 1 SCALE IN FEET 0 60 90 120 1 inch = 60 feet ■ V � cn w o M �M �o OoW W W ZX Z � O W z ul � z (D W 11 o N 7 Z rn \s N N z � � N n O]Ckf � ■ W oc W O x Z1x Z L¢L_ W o Z =� V) to Co N Co W U rn Z w Z DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TS PROJECT NO. 22881 Cl M M Lr) ��jj z w �Z F �o OoW W W ZX Z � O W z ul � z ~' W 11 W N 7 Z (- N r, } W o 3 M w Z1x W o V) DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TS PROJECT NO. 22881 Cl ^ F_-\ /F - t\ I V L_ I N SAN. M.H.---" - RIM=980.01 INV.=967. t29 t ! it I I I /1 T A` ~ 18' F.E.S.--- 1 / t `�- -.�^ +� \. .--� _..-_, -•�. / 1465 \ Q w tp 0 � rD 4 (A U3 z V) I r� Ci M F O E -4O i jLs 0 0 W —1 A Ito CJ Z _ J f N (T� l O " z J CO I F—T\i nf\IF- \J 1 V L_ -ST. C.B. M.H. RIM=994.31 INI Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WEST LINE OF OUTLOT B, REEDS ORCHARD RIDGE TO HAVE AN ASSUMED BEARING OF N 02059'13" E. THIS SURVEY HAS BEEN PREPARED BASED ON A TITLE COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 120837, DATED EFFECTIVE JUNE 15, 2012, AT 8:00 A.M. ONLY EASEMENTS WHICH APPEAR IN EXCEPTIONS OF THIS TITLE COMMITMENT HAVE BEEN SHOWN AS A PART OF THIS SURVEY. THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON- SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT AND/OR GOPHER STATE ONE CALL. THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 270051 0005 B, EFFECTIVE DATE JULY 2, 1979 CLASSIFIES THIS PROPERTY TO BE WITHIN ZONE C (AREA OF MINIMAL FLOODING). THIS DETERMINATION IS BASED ON A SCALED LOCATION ON SAID FLOOD INSURANCE MAP. CONTOUR INTERVAL IS 2 FEET. BENCHMARK: TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEVATION = 1007.80 FEET OVERALL GROSS AREA = 91,584 SQUARE FEET OR 2.102 ACRES ADDRESS OF THIS PROPERTY IS 2401 HIGHWAY 7, CHANHASSEN, MINNESOTA 55331 PID NUMBER = 257940020 SCALE IN FEET 0 30 60 90 1 inch = 30 feet 1422(4.0 7 / j T.FC Fl\L . J % -►7.o---- ---------- ----- ----- - - t � I �`� --- ,.o n. ,; 3.8 �.,. mt � / O IRON SET \ `f • IRON FOUND / f � lr --' \ 142 � > — / j _ ..:�- EU FIBER OPTIC VAULT v/ g. ,.. 25 ' ^ v MAIL BOX �` �_ / L---- \ ``• � �` � 1 f � 0 14s � / 0 �m� V / KY POST INDICATOR VALVE </ - X8.4-- --- - 21. `O 1426 o O 0)f ' / f I / GARAGE, i I co1 ( Iy POWER POLE >x LIGHT POLE GAS METER N Z! I 1435 % 1 I ( v © ELECTRIC METER , 1434 ( / I 1 = D FLARED END SECTION E GUY WIRE 144E •" GAS VALVE I nT -7 % I % l "+ SIGN ,\271I ( / M .� 4 `: I m TELEPHONE PEDESTAL /! I 1447 {'I 1 / °" / c X o TELE 14) 0 VISION PEDESTAL j O MANHOLE 11� )td4s�� CATCH BASIN MANHOLE El j '/1444 �o ti. !?� ) //j- aj CATCH BASIN 1439 14381 6 ~\ / O HYDRANT `DRAINAGE AND UTILIYY EASMENT PER.,, 14 GATE VALVE - 1 --= ( 1 PLA' REEDS ORCHARD RIDGE \ ' 1 131E.S. FLARED END SECTION 11443 36. 5 I t ' i — STATE HIGHWAY N0.7 F.E.S. TOP OF CURB 04 1442 I �„ .. 1 VNv.-,o 3. ,� �O / �/ FL FLOW LINE ELEVATIONS t44, 14 1a�-- --LO SITE RIM TOP OF CASTING / INV INVERT ELEVATION ,1� 143.9 ' S89°33'49"W� \ 1+ e g°22'32" ,4 c r ��'\� I ��^\k C DECIDUOUS TREE �'CONIFEROUS TREE F7771 ASPHALT SURFACE r" SEC. 4 T. 116 R. 23 VICINITY MAP NO SCALE II CONCRETE SURFACE GRAVEL SURFACE ----- QQO----- EXISTING CONTOURS _OHP— OVERHEAD POWER LINE SANITARY SEWER > > — STORM SEWER — WATER MAIN —OHP—AHP— OVERHEAD POWER LINE SCALE IN FEET TREE LINE 0 30 60 90 1 inch = 30 feet E „ C T O y a o E a c o mL � m o �� o t�do�a`tO� T, W 2�r M 710E:w,0 C T I W C. V C uoro awzm M 00 0 Tw O y U au K r r m y N V O p V U3 z V) W �� M F O E -4O M In 0 0 W —1 A V] V] _j w z z Z o x w N - O " z M r-) CO Z w �06 w CV O x \ rn 00 wX:w� z N N =LO m v �} C)3 � M Fil W Ind Wx zW x 2-W .N- Lam E5 t� Z= cs ".4- W o \ - � O moi/ N 00 E W U rn Z 3 c`' V z C1. Cq a E „ C T O y a o E a c o mL � m o �� o t�do�a`tO� T, W 2�r M 710E:w,0 C T I W C. V C uoro awzm M 00 0 Tw O y U au K r r m y N V O p DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881EXC PROJECT NO. 22881 C2 M M U3 z Ili L0 W �� F O E -4O 0 0 W —1 A V] V] _j w z z Z o x w O " z M r-) Z w �06 w CV z x LL, to wX:w� z W" V�t �} C)3 M Fil zW x W0 M n DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881EXC PROJECT NO. 22881 C2 IS ■ Ne n - i+ 96. Ir lk . e S :- , � �4 : p�.�„•i� � � i*.. _ ■ n ` w wz Po°, ♦ "ses a ''., ■ `# +�` ,'i °teal `l ■' � - y,5... w ` k"¢ c ".: � �� .� .., n � �,;'n F: � m� Po �m' ., � n . '"`" � 5a R" �"�'..i �� I,r+�;r a.�vii arl� °• Y�".::t� ri✓�m :ays" �` ' � .,1 ��;®..a .. °°'gym_ n: FY ^« .t'' k ai a ;�v ,��, : a •. v : °-� 4 a. 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" v' ala I1n '�A I y -_s= - .,- __-� 1 ,,: - ,ey :G+e s # '__-_-- __-""`- _. - __- - - ■ w:: i aw.ax da%a .. a. �, i • ,� � ,"� ' �L •,. � "� IS � Ler • } a L �"� fN �m -n a L A tin 116 i� . ..� _ '� � i� it - - — - - - • - - — - •.-r-�- -- - _ . __ . ,... , wan., s i'� .� . ..i . — - viwY`.!'�'k-�r'i r"�ILI.-"...-. +rY1i". • -r „r. . w � a a i u- ' 4+ •YL.. _ ` a•� $ my�li L e t' - SCALE IN FEET 0 800 1600 2400 1 inch = 600 feet U SGS MAP i � o C M LC7 L( w � ■ � N � I O 5 O) CoN N m Cr ■ O LLILLJ X Z O L Z = � '--)-J (Pl O \ - [O O N � 00 /� W V 00) ♦V Z 3 w I Z J o 0 CV CL L_VLIV I I -\I I \JI VL_ vl II V\7 IL _V vlA I ' q /-SLsCAL MALW7.10 flo- I �m L— \, In C O v 00 I O ID Of .wNV999JiOO 2 .WAER N.H. O L OU FIN 999.JJ y O owm o SOILS MAP SCALE IN FEET 0 50 100 150 TT 1 inch = 50 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 M M W 5:Z2 O yy r --I O O � O Ln LLI F �/1 �1 040 N J W Z Q z LLi 2F0 z o LOZM w^ L LJ (-1 xH Q Z H N Z W Q 3 H = Z wo Lo DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 E 11 T =2.49 AC. ,-'lIII I f -V [)T L) \/ /,K If- /�/"\^^ISI/� ._.� L_ V L_ I V I \\\\..fill l\ 11 \J I V L_ v l\ l/.: ..: I I V \7 L.V I •jI nnl� � SI. C.B. M I ST. C.B. M.M — Nw-IMCM UNV.-1009.W NKOiV. 1009.0 -_-ST. C.8. TOS W10.99 r -1010.49 STORMWATER RATE SUMMARY STORM EVENT EXISTING PROPOSED 2 YEAR 0.96 cfs 0.68 cfs 10 YEAR 3.67 cfs 2.82 cfs 100 YEAR 7.80 cfs 5.66 cfs I I ^r-\ /r-I\I r- )T/ nNlr_ /N[)/-\^^INI/N ..�L_V LIV I\I 1 1,4 C_ I 0q 1M 0..2 CFF M-0.22 c L.v 1 2 olao -0mcm . L.Ad I L41I' ,q, n rs Mx •90 a '9.�� I�Y.M631 98200 <C T = 2.47 AC. I ----ST. C.B. TC -1010.99 FL -1010A8 SCALE IN FEET 0 50 100 150 1 inch = 50 feet o CO T a m E ca O � C w3my•a o m m 3 r p Cw d w L, 0:2 .. -0o0U oESnSmd�c� mow- m m mk " Tv t m m m -0 v CM) L0 W z cr Z c G Oul M wo O OFA o L W F w Z Z O X W V4 ooz I" O PIS V En■T� En r FX1 o i u Q rn ao r^ W N N m m Of .i . LLJ LLJ O X Z Lam z= Z= N `t LLJ O O LL1U 00) Z v ccO3 Z w Z C> o CO T a m E ca O � C w3my•a o m m 3 r p Cw d w L, 0:2 .. -0o0U oESnSmd�c� mow- m m mk " Tv t m m m -0 DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 v M M L0 W z Z c G 0yy i--1 wo O OFA o L W F LLI Z Z O X W ooz I" O PIS V Z [nW r FX1 W N u Q Z r^ W Z Q w ,,: r W � z= w0 M DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 II TEMPORARY EROSION & SEDIMENT ATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE SEED &MULCH (MIN. ' TOPSOIL) GENERAL 8 (MIXMO 6' PART n. SveMTBc E rvuanca VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). RESPONSIBILITY REQUIREMENTS b. FERTILIZER 22-5-10 BOR W.CN. OS CL AT A RATE OF 350 LHS. ACRE B. MPLIGTI(M AND DURATION rF mLERA(£ 2 TONS ACRE AND DISC ANCHORED. T TYPE 1 AT A RATE OF ACRE 1. TEMPORARY MULCH MaDO TONS/ c. MULCH : M.DOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DHC ANCHORED. m M Ind dM sue. Nand of thW SChan • of Cotta Fe meerumlm w mines c. one a era a anon pin 9 9. p l.cb bu 9r (aq. q opt PROPOSED 12' NOPE Prgrtr m aaWa• nmaaaar• a •.1b M. enlln w. tP a nr 2. HYDROSPREAD MMDOT TYPE 6 HYDRAULIC SOB. STABILIZER POND SEED & MULCH (MIN. 6" TOPSOIL). ¢ The Mgxtl/wxrnt ad plumes a bus, W IM ne.. W trmInatbn/prank medwwuun farm (w rpuired h Part II.C2b) d HYDRAULIC SOD. STABILIZER MnDOT TYPE B AT A RATE OF 360 LBS/1000 a SEED : MxiDOT SEED MIX #310 AT A RATE OF 02 LBS/ACRE Diet styli pointy a ShPPP b MW nr Dene ane grew uA gWlkany edddrr u. Me . S ll M u. nsr Dene. Th. alt, GALLONS OF SLURRY b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE rmdnMg can.WNm amlNi% Hme The ranke of lrmxelm/Prmlt madlkatbn term repose M. smdwdim rpbbambn. pemil Note Ea. WATER : 875 GALLONS/1000 GALLONS OF SLURRY. a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. bands/modncatlm and notion of tsmhew Amna 3. WETLAND SEED &MULCH (YIN 1' HYDRIC TOPSOIL) b. The rue Dene a aprem thud submit a complete and signed .It madflcaom pmbn (pumil medmw(lans Include r WIAW. 3. TEMPORARY SEED & MULCH (SEASONAL) a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE rgetraum m psmk bmefr) of cel trite W trmNamn/permit maaflcalkn Ions to tin MPCA pleb to commencing bunaWmbn 150 AT A RATE OF 40. LH9 A GRE a SEED MnDOT SEED MIX / / b. FERTILIZER : 16-1-0 NATURAL BASE AT A RATE OF 150 LHS/ACRE 1M nen Pemllt s on atl. fen amMt un ata w h no ens• late cm flew, days atter Dentes W tin ••() ragm Y O) taloa b Ixgwl% b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE At DISC ANCHORED. e Mb rank w drmmed M Dal 11.8.2 wn'g10"Ce on v r, tem• and one,, c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS ACRE. / <. TMrs. -.•ixirlu•IIL!('^. c of an burota w genwd wntroclar We coir and that portion m rook an Ma al, b no Imps M apraNa a tooted W M• propct end W o al ,mtroebtl edlgelms bdwvn inW oust end apralw w genwd mmtmme relaWg to mnglanw min MW lean• mW mWltimd of 4. TEMPORARY SEED & MULCH (SPRING) UPLAND BUFFER SEED & MULCH MIN. 6" TOPSOIL). ( Mb prank naw been me. the grda m grim! contractor, may banifer permit coterags mar to Me Dene a to a oar gmtm a. SEED : KnEKIT SEED MIX #110 AT A RATE OF 100 LH9/ACRE a. 9E® MnDOT SEED 1®C #328 AT A RATE OF 88 LBS/ACRE. .sin, Me rwlks of temninuom/permit Modflbullan foam. A 19notwe hm min M. amine and operator N raqut.a b. MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE- BS/ACREc. C. TERMw4nfa fx MV13?A E c. FERTILIZER : 10-10-20 AT A RATE OF ZOO LBS/ACRE. c.MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. 1.PWrmltim.) mein, to imine. towage under Into Prank mum wbmlt a Nolle of TrmNaoae (NOT) to M• MPCA. Cmpllonw wMn Mb 5. TEMPORARY SEID & MULCH (WINTER) (.: • 1'red�..e .:. der: :+ permit b reauhed mtil a NOT b rbmflft 4 The P.Itt*.) wwcI under Min prmk trref air at miopi m tin postmark date of a. SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS/ACRE. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION Ma NOT, ar an Me date an aMhe NOT Is submitted to tin MPCA b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LBS/ACRE. 2Trmxdlae of butroge •Cnwioc a Tomhdlan of co.rpe Ion and entire pn)ecl. c. FERTILIZER 10-10-20 AT A RATE OF 200 LBS ACRE. / b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. 1 row wan maul used m d kms m Ms L N Prmkl s mum submit a 0 ( ) pl pool H T NMN W oHr Fina SmWAbeicn Part die() Wye LI_ c. MUIDH : MODOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. ,ime ent an amut/lAty W been aamplm•d N M. rte hdudme perm for wnkh b responsible,%.m ma d ,m.Ww been S. HYDR09PREAD SEED, FERTILIZER, & MnDOT TYPE 6 HYDRAULIC SOIL STABILIZER GENERAL NATIVE SEED At MULCH (MINIMUM 6" TOPSOIL) mu ormetPenodo daWts Rod stamwtr manu,rrrnt .yedme the rpuhrnen4 for Md tl.maul/mdnlenmw mum W prfmned w rsplMe x Flnd Stadbutxn, ci a. SEED : MnDOT SEED MIX #190 AT A RATE OF 10 LBS/1000 GALLONS OF SLURRY. a. SEED : MnDOT SEED MIX #350 AT A RATE OF 64.5 LBS/ACRE. Ped 1VG2 b. FERTI ZER : 10-10-20 AT A RATE OF 50 LBS/1000 GALLONS OF SLURRY. BS/ACREe b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE- A. Prmkts•(s) mum submit a NOT minx 30 doo akr •ding Me entln site Including round. wd W I weir InWmructme, and c. HYDRAULIC SOIL STABILIZER : MnDOT TYPE 6 AT A RATE OF 360 LBS/1000 c.MULCH MTIDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. wtrop b transferredher M muur owed nt drained h Part 11.B.s b. TWrminmitt of bu W o pWT of entnse CALION9 OF SLURRY SOD atl PM, . n s a mwww IqullY uMims of thv site to Party moat wmmu a NOT riMh ere (7J mw oke most () days d WATER : 875 CALLDN9/1000 GALLONS OF SLURRY. potty mum cl In mnpmw thMr a tell e. no Inge Ms over m anew. Th• peal• W Me rte d dad to her Party Me P.mle n Me NARRATIVE & NOTES . Me t= (e.g. d tmpmmy wwlm prolectlan ora seaman contra rrleaelYr mum W x pbt). Thor icon mum Include elpnaturme hm Ma W 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY DESCRIPTION OF CONSTRUCTION ACTIVITY celginal Permittee(s) aW contact hfmmem for the nen ceew W tin prapse% (SEE DETAIL). BEEHIVE HOME IS A SENIOR HOUSING DEVELOPMENT ENCOMPASSING 2.10 ACRES. , Trmxdxn of woman,• obtained area a suWlwelm rpmotbe. LI..ILn THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTTLTY AND PARKING LOT IT ,wilt cotwa,m eon obtained using Me subs ddion regstrotian prowµ Pe Ktse(•) env r.p+Yed M submit a NOT mMh 30 days after 6. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY (SEE DETAIL). INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. arAMwp Fm stmnaatl to I. pin TVG). SPWrmlturmin than . an memos W the t Stamran Management SYem a• ae.wNed N PM III.C.S, nor prcNNited v cc ltmalM Ince te sib end •Iter. Wen 111 horn LrmN, y Permit until row ben adlen 9. ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. o used!StabI Parion h PM IaGS W. bre sebmkted to its MPCA and Nat Me of m a. The ten sow• of maatMnq data mused! MPCA row a.Me 3. ALL EROSION Sc SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS d. if m dela env iron .NOT. If it W N wktM9 within Oe claw after Wo hen con contend. lie Prmklr AND 9PECIFICATION3, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION Me Paint 4U , data, M• P son submit NOT. it ., Me P.M. Me Prmlitr nos not nerd ham MW MPG minx ]0 Boys dkw wbmlklnp MW rMis 10. HORIZONTAL SIDPE GRADING (SEE DETAIL. BASINS OR TEMPORARY SEDIMENT TRAPS. SHALL BE CONSTRUCTED AND M that s D. Ths PrmiMe son rmmll a NOT, etre If Ms thrlehorna b Ions Mm ten oto•, k tin MPCA dalrmhp that Ma dtmoUw mstned Is SERVICEABLE IN THIN FOLLOWING ORDER AS REQUIRED. Me Ms rewFed 4memenf. It. DITCH CHECKS TYPE 3-12" BIOROLL WITH MnDOT CATEGORY 3 EROSION s ROCK CONSTRUCTION ENTRANCES. WMq W mankewl and eon m Me akwnatM meNwd Me Prmntr le not responsible Ian ocr prmlt rpuhamnb Mat have been Owing ETD(S CONTROL BLANKET (SEE DETAIL). b. SILT FENCE & TREE PROTECTION FENCE CEL banslrred w arwb.e x PM 1.8.5 12. EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). c. EXISTING INLET PROTECTION. PART IILSTORMwATER DI5ROIMCE DESA+ REQUIREMENTS d TEMPORARY CULVERTS. D. REI]YA RET)CION 13, PERIMETER SILT FENCE (SEE DETAILS). e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. I. STORM WATER POND CONSTRUCTION. Me SYIPPP (Halos or ccpke) IndudhL d1 changes to K and inspection and mantenmw reamis must W use at Ms eke dmnq 14. INLLT PROTECTION (SEE DETAILS).candnaum g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND by Me P.Ittw .no nen grmIwd control m Mal pecan of Me darn• swPw am be kqt In eine tie. field office w In m STREET CONSTRUCTION. m ell. MMW Bring wand rrklsg naw. 15. FLOATING SILT CURTAIN (SEE DETAIL) IL TEMPORARY SEED AND/OR MULCH. All owar(d) mud kaap tan SYPPP, alenq min Me follomr, eddtlw:al it m M• roe mer (3) yrrs akr emmiltd of Me NOT w L HORIZONTAL SLOPE GRADING. wghed N Pel „.0 ni. d. not Include my regard• okr w"ftW W Me NOT. I. DITCH CHECK SILT FENCE & EROSION CONTROL I.My ocs pwmlb m,urmd for me prol.1, PERMANENT EROSION & SEDIMENTATION CONTROL METHODS e xgwlbn mtl mohlenmp mmdemed during wnsWAlm (rW PM IV.E Ingecllms and Mdntnunw); Zibi(THE FOL 40WING METHODS WILL REQUIRE MULTIPLE SITE IL PERMANENT SEED AND MULCH AND/OR SOD. Ian ,xids I t n and mdnlenmu arrrunb Nat now mel xlprnentad htluang all Tight of w% onirpala buwnmh and otlw 1N permanent VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). bNdng nquFenrenb ngard,for d erpolual mdntnmaa mtl imnis AAI r.R•rted <am+atlans ie deelgn of Me tmparwy ace Permanent samwer Mmagmnt SMma 1. SEED &MULCH (MIN. ' TOPSOIL) GENERAL 8 (MIXMO 6' STANDPIPE W/FILTER e. SEED MnDOT SEED ATA RATE OF 70 LBS/ACRE RESPONSIBILITY REQUIREMENTS b. FERTILIZER 22-5-10 BOR W.CN. OS CL AT A RATE OF 350 LHS. ACRE IN N cn c. MULCH : M.DOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DHC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED PROPOSED 12' NOPE PERMANENT PONOS 2. POND SEED & MULCH (MIN. 6" TOPSOIL). 3 CY CL3 RIP RAP ANTISEPPAGE COLLAR (TYP.) a SEED : MxiDOT SEED MIX #310 AT A RATE OF 02 LBS/ACRE OWNER WILL HAVE RESPONSIBILITY FOR LONG is 'Js ::•:h4 '` b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM ..t' a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. WATER MANAGEMENT SYSTEM. 3. WETLAND SEED &MULCH (YIN 1' HYDRIC TOPSOIL) -.4- C-4 -.4- a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE CONTRACTOR WILL HAVE RESPONSIBILITY FOR b. FERTILIZER : 16-1-0 NATURAL BASE AT A RATE OF 150 LHS/ACRE IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. N c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE At DISC ANCHORED. O \ <. TMrs. -.•ixirlu•IIL!('^. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A GRAIN OF 4. UPLAND BUFFER SEED & MULCH MIN. 6" TOPSOIL). ( RE3PON9IBILTBWITH ALL OPERATORS ON SITE 70. ENSURE THAT THE a. 9E® MnDOT SEED 1®C #328 AT A RATE OF 88 LBS/ACRE. SWppp WELL BE IIPLEIINNTED A9 FOLLOWS: b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE- BS/ACREc. LO p� i ::.:rt' T c.MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTRACTOR .=a :..x , T (.: • 1'red�..e .:. der: :+ 809INE53 NAPE 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION W a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LBS/ACRE. X RL:PT `i b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) LI_ c. MUIDH : MODOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. n -.11n4 8. GENERAL NATIVE SEED At MULCH (MINIMUM 6" TOPSOIL) CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a. SEED : MnDOT SEED MIX #350 AT A RATE OF 64.5 LBS/ACRE. (00 BS/ACREe b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE- FNC YFFiIN: DF-XmTMFNTe-nor' o c.MULCH MTIDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS SHOWN ON THIS SHEET. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA 1. DESCRIPTION OF CONSTRUCTION ACTIVITY POLLUTION CONTROL N. P. D.E9. PEZIDT. BEEHIVE HOME IS A SENIOR HOUSING DEVELOPMENT ENCOMPASSING 2.10 ACRES. LI..ILn THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTTLTY AND PARKING LOT ALL BEST MANAGEMENT PRACTICF.a (BMVS) SELECTED SHALL BE INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED v cc DURATION OF USE. 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. 3. ALL EROSION Sc SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS A COPY OF THESE PLANS MUST BE ON THE )OB SITE WHENEVER AND 9PECIFICATION3, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION CONSTRUCTION 19 IN PROGRESS. = d BASINS OR TEMPORARY SEDIMENT TRAPS. SHALL BE CONSTRUCTED AND SERVICEABLE IN THIN FOLLOWING ORDER AS REQUIRED. s ROCK CONSTRUCTION ENTRANCES. b. SILT FENCE & TREE PROTECTION FENCE c. EXISTING INLET PROTECTION. d TEMPORARY CULVERTS. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. I. STORM WATER POND CONSTRUCTION. TRAINING MQUIREMENTS g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND STREET CONSTRUCTION. JOEL COOPER P.E. IL TEMPORARY SEED AND/OR MULCH. SITE MANAGEMENT CERTIFICATION (2014) L HORIZONTAL SLOPE GRADING. UNIVERSITY OF MINNESOTA I. DITCH CHECK SILT FENCE & EROSION CONTROL INSTRUCTORS LEO HOLM & DWAYNE STENLUND IL PERMANENT SEED AND MULCH AND/OR SOD. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT D nPMENT SUM'IARY CONTROL MEASURES A3 SHOWN ON THESE PLANS AND SPECIFICATIONS TOTAL PLATTAREA 2.10 AC. AND IMPLEMENT ANY ADDITIONAL EROSION & SEDD024T CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. TOTAL DISTURBED AREA 1.75 AC. EXISTING HIAREA 0.20 AC. 5. ALL EROSION & SEDIMENT CONTROL FACII TIES SHALL BE MAINTAINED BY PROPOSED 1MPERVPERV1OU9 AREA 0.70 AC. THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND 9PECIFICATION9 SHALL BE REMOVED BY TFIN CONTRACTOR WHEN DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL THEN PROPOSED EROSION /SEDIIIO WT CONTROL QUANTITIES NPDES REQUIREMENTS PART IV. CONSTRUCTION ACTNTY REWIREMENTS A STd2Y WAIiA PO.I.IIT„YI flELENTW PINI ina Prmltloo(s) must ly,Nn ml Me SWPPP and Me repulmmints or Nie ,mL Tne BYPe Identified N Me SWI and In Nie perm„ must W weaned Nedled, and maintained In w owoelats and lunmlunal manner Mal is M edommos with raewnt manufacture gwifloaekn• and accepted anon rxy procliwa B. MOSIOJ PRFKNTM PRACTIfFS 1.1u Prmltlr(s) most plan for and Mpiment appropriate <omMveon PhwMq vepla m wfre sbi; , harbmtol ml e p l and other wnstructlen pramkr the mNYntre rrlor, r Mat the M pactim and maherlanw rewNrllents W PM IVE we compiled dM. 1M Iccvtlm of arms not to be dMuMw mum w dmheated (dip min Mg, etdua Wi eat fence at.) an the d.vtlgm ant ale Wbrs Rot bpxa LAI unposed ad meas mum W AaD11ted w soon a passible to (holt cel rwxn but h no come late Nan 14 dap akr Me bundUuetlan Nt N Me m Me eta haw t ad a anantl ceded. T etWe Akan/ da w anionic ami Y Pa4m rose Y perm Y sand dwey •pod) . mgn del. Y cwtPmente (dip. diem apgrqub dtoctpnct tlmaw. ulmn. •lwt carr stodpl«) and M. eon•bwted Wer compmnb of roads, Posting lob end smbr al w m tm,,m ham mens eme mull but mum comps M PM . me 1W norma ratted come W m tent w lied W t don a Musa! f rt •rd• Uel tlnMs wane horn m arum of My tarsalWIn my or ma at orpdd ben ette. must stabllxed mco 200 Ilnml bet horn cel prburtY tape, w comment, t •pram of desnap nM my rrfoon of M emaknstabis9 ,N a the tom 200 IpimIn" fel most e t wr ants r Mm 24 M1aw• after pane Vit b a days vete. m tin aNN trod W an t enle ,tare n ewdw mum m complete m, o 14 nn akr chos " b Stabilization ran q Pare Y mpamy, w Perm q ys , a curiae• wiw and wsebumxn N oat t. d Md ditchyeme row lmpe m y e pr l mlUd ditch an." bid w psmweent clitct.)ft n sale that m wug gra a• a wtlknnt a Wal111" •ids (min pra1bor o lm n Y alta, dlwts, an, rata tit ditty t system, do mal used to st emstx Thoma Dead must W stablit n ant me mon oras no Imps being used w a Irdment containment .yslm. 4PIp oatlet mum W praNded min tmpary a I,Wmmnl rlrgY ddpWm rkhM 24 non oke aenn•mim to a surfoed rales. G SEDIMENT CONTROL PRACTM 1.SWmenl control pack. most mhMix. mdh ent from en/wNp rrfaw entt Inducing orb mtl peke •yam• and alarm serve Musa ¢Tmpmory or Permanent drainage dttlus and seaknent basins Mal we a.elgned as Pam W a sediment Containment system (dig.. 41tchme mth raG desk awn.) town tedmnl metra, prvellur only as gPI.priate fen rite condition. b.It Me dome radlent Irealmenl system b owdaatle4 additional upgndwt sediment contra mamiese or mordant BMP. mum be Installed to elmxatW its otrloadn9. and its SMPPP mum W mrWea b Idnoy M. additional produme t rpuhstl in Part •.A{. ¢ c war to mWntd. cert fled and mInlml.. r1le and/m W11µ tins end be en u b" .lap Isn,0 of gnats then 75 frt ion eqr min a gentle m at m .tree. 25edmnt canal pamNr mum W rtmlMed on al door mint pet eon. bsrwe anY uProdnt land ddM ing aatlNtdr W n. M. praclkss r,al ..1n N is. and Fhtl Stabilmtim has been .eWbned IM acmdanw otic PM IV.G 1Me timing W len ITstalaltn of sediment bunted Practices may W od"de to owernmoaats awl -tam aclMUes such as clewing or rumM, or pamea,s of Mktµ My amort -tem mthity mune W we,leed w WIWY t prebl. and Me mea l conal pramf. mum W borated Immediately otter and weMtY M carrplelad Hower, eedhnent contra practice muse W Mmaned wfwe Me ream plecpkdim eh,ent son U Me actNky Is rut cwngea ANI mann doh hnee mum W Protected by aPDropred BIPs during destruction m11 aI aver. NM Potential for dWmrgho to Me we now been moblhed Met potrtxn may W refrlwee W a partkulw Idol U a •pWf money con. (street flocah,/horsing) hen bans Identified! and Ma Prmklee(.) now melted Mlten cwrspmdem Own Me jdaddbrwl oath city (aq, city/maty/tarnanip/MnOOT ngin w) Aetlyng Me need for rmoAd. The r tw cwrsgwWenw must be codumeted N Me SWIP or awad,IW dMin 72 hour• upw spurt Mw vrklen mrrpantlencs ow me W obtdned In a timely mmow. Me gedPo We protection bun W rmowd to all"ate Me m.W t. wiely ,anam. Hewett, .ffgrb to ebbh rltten aommewnd.nce must W Wmwmr ed M Me S M and awlabv within 72 haus upm spurt P•rmirbn to ran. NIM mdt w Weed an a grNN safely toner most mill be cmtahed Tran Me )hHedNtlmtl wMMly rlthle 30 days of rmoom. STwnnw y cel st dplr must Iwo .Il fens. a ale sffmdM,s rdmant wntrd, and tonne W placed in sumace mots. MLdhg mwmwtr wnwysncwm qts ad orb and gutter systemd, or cmdulta wd Newt unlet Ura W a bylwr In pxw for Me dmnwM. B.Vehkde backing of oodMent hm M• con.Wctim site (w wlo Wrts within Me site) mum W minimized! by BMP@ much ce stun. Pad. ..is m steel wee nda w pulvdent systwna SbM sraghg mum W used R NM BMP. on not odeauets to prevent oetlmnt ham being bated onto Me stet (w Part IV.E4.4.). 7.11ns P.M. mud Ned trpwwy s.drns elm Wsh• ad rsquted In PM lila m Mb prink TEMPORARY SFDIMENTATION BASIN 6' PVC PERFORATED WITH STAND PIPF OUTLET STANDPIPE W/FILTER FABRIC EMERGENCY SPILLWAY CREST (RIP RAP OR EROSION CONTROL BLANKET) IN N cn - -OUTLET ELEVATION PROPOSED 12' NOPE STORAGE PIPE VOLUME 3 CY CL3 RIP RAP ANTISEPPAGE COLLAR (TYP.) CAP SKIMMER(EG. 5 GALLON BUCKET) TO BE BOLTED TO THE PERFORATED RISER PIPE EMERGENCY SPILLWAY 3• OUTLET EIEVAWON ,. 1 - Y 7 2-1/Y DIA -11 HEx BOLTS l'-2' WASHED ROCK CONE 3 W/LOCK NUT HEIGHT - 1/3 Z T NOTE' TOP VIEW I6 PIPE MATERIALED SHOULD BE RIGID 1' HOLES SPACED 8' TO 10' ON CENTER TEMPORARY SEDIMENTATION BASIN TYPICAL PROTECTION AROUND BACKYARD CB'S (INSTALL IMMEDIATELY AFTER CB INSTALLATION) 'HEAVY DUTY SILT FENCE -FASTEN TO STAKES POST EACH CORNER RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH L' -REAR YARD STORM SEWER THESE PLANS AND SPECIFICATIONS. SILT FENCE 965 (.F STRUCTURE ROCK CONSTRUCTION A ON ENTRANCE 1 EA 8. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY CATEGORY 3 FIBER BLANKET 2,780 SY STORY WATER DRAINAGE FACILITIES A9 MAY HE REQUIREDREQUIREDTO ALLOW MnDOT #250 SEED & MULCH (GENERAL) 1'10 AC REAR YARD CATCH BASIN INLET PROTECTION THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE WITCO INLET PROTECTION 2 EA PONDING AREAS AS SHOWN ON THE PIAN AND AT THE SAYE TIME NOTE: PREMOLDED SEDIMENT CONTROL BARRIERS MAINTAIN STORY WATER DRAINAGE THROUGH THE SERIE9 OF AFFECTED STORM WATER PDrroINc AREAS.SUCH AS ROYAL'S INFRASAFE COVER OR EQUIVALENT PROJECT COORDINATES ARE AN ACCEPTABLE ALTERNATIVE. 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION N 44' 53' 19.288' TO PROCEED. F 93' 34' 68.488' B. WHEREVER POSSIBLE PRESERVE THE EXISTING TREES, GRASS. AND OTHER HEAVY DUTY SILT FENCE AT FLARED END SECTION VEGETATIVE COVER TO HELP FILTER RUNOFF. TOP OF SILT FENCE TO BE LOWER THAN 9. COVER OR STABILIZE ALL DISTURBED AREAS AS 90oN A3 POSSIBLELOWEST ADJACENT OVERFLOW 6' STEEL FENCEPOSTS (SEE TIMELINE PART IV H2). 6'-8' SPACING BETWEEN POSTS HEAVY DUN 1D. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS. SILT FENCE---------,,,.. O O AREAS HAVE 11. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF -FLOW THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE BEEN STABILIZED.mw 12. W NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL POLYETHYLENE SNOWFENCNG FLARED END SECTION UPSTREAM AREAS ARE FINALLY STABILIZED. PROFILE PLAN 13 IT IS THE RESPONSIBRTY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR FLARED END SECTION INLET PROTECTION INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DINT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THIN CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR: NO PAYMENT FOR DUST CONTROL WILL BE MADE 2"X2"X18" MIN. WOOD STAKE TREE PROTECTION FENCE -2r MAXIMUM SPACING X12" BIOROLL WATER FLOW CROSS SECTION PROFILE VIEW DITCH CHECK - MnDOT TYPE 3 MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN DITCH GRADE 1' Spacing on upper end Overlap I -I 3' Minimum level s' Anchor slot alternative 1' Spacing on Staples *MINIMUM ANCHORING SHOWN Fold under 6" - EROSION CONTROL BLANKET -CATEGORY 3 (TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS) LI 2 EACH D. DFWA1FRmc AND e.a., DRuuluD i.Deratring w ban loxia, (a0.. Pumped!abmargµ brill/dNtlr orb tar dolnopJ reared b Me crosWcom ac'llAt, Me maY hath turbid or sediment Now dbsnage ratty mue be dWAarged to a temporary a permanent sedlmentatbn Welty an tin mcj c Its rhgev porbla Bsdewp hm Me trmyarary, or Pranment •Wmentmlm been mum be WuaAY dlrked to engra adequate bwtment 1• amosi M the both and Mm nulwnw conations (see Minn. R. 70 MIO, rmP 2) will not molt Nam Me d.mm,a It Me watt cannot be d1aNw,ed to a sedimentation bash PW to en1eMq Me suffice water. It mum W Masted min Me caprommate BMP, dual Mat me dswar,. dome not WA,my aRwt tin rawhn, wiw w eoenWm Imdwnsra Tie Pranktes(s) mum enrm Me dacha,. points w adequately protected Nom mean and scour. The dianonge mum W dimp and oven notmad real riprq, sand bops plastic elhwlhg. or oMw -Wee edenrqY dlp tImoa M ms seamenfelon combat mo 2NI an rep, Yed fen ala rib a wren Mal omlaha r gen dad enter horn assorting w user maInh, wwNUr mum bs aiwrtlmnd.oae haN a Mm as not cause nelcondiconditions,nrwbn M recelNng dmneb w m Wwelap Pfq•rtlr a hunaatkn In bs cng W causeuire conditions,reMwnt adverse Impact to ths weland. EINSPE-CTIXIS AND MNNTENA ,T. Prmllleg.) (eicr Me oqr w operator, rleoewr le Mentded In Me SAPPP) mum rbuUnNy Ingwl Me ental conArvcllon site at Isom ori N M1 n a mind awn, Ion Non G5 Inder In 24 hou a Fllumn once every sewn (7) claw within 24 after im and M 24 q akr and g n hgsmim rllide acvr• eNx 24 nasus akr a rvMfall WtenR My nal riled M n anus n conauWed idea ween (7) claw ads Mot 2N1 xgribns wW mo.menmw <mdamec d.duiingof cuch heam most W remwd M vA, and thew r.burda mum be Mahed with Me a.Dmen uccwdmw with Part 11.0. Rotl• of rtlr Mgscom and momennt amlNty shill Include, a.Doee and time of Inspealcrut sin b.Nm. m t lo,mt % InclNq g coq mi Fl f Including dgtu ndcU. W arty cthe ing a nand O wlxnR dY 9 xq 9 .0mm antl.d amount ed<n (xtlall dabs atW`thquob panty c (0.5 maxtnmw amMtlr); aDab end mart of al raxlaY s•nb gnvtr than 1/2 hclr (0.5 hde•) N 24 renes Me WPP w Fed N Pool W.A and I. write ofcn of chanlNs mode to real k S.,ers write of Ms may W mluc ate sow prmm tit wear, Wt mark rtion s ow parts W Mt eta IngsWlan• of 1 ares wkM1 prmanenl burr y i d reduced to woe pen a M. Me a candle W Was naw Prmmenl wtr a al eTwat cell owe and no be comes c rmI; from h oewmnq mwtlre . Me eke, Me ate mum th Inapeedp"a for a low a m lrelw (12) mance (Me Vactions may to ,,e de t,Y ho,, ground ,,,moans). Ftlli Initiated the for oc manM W temmanl bud me no wnstmctl,n auras Ingmu,. may be trmhmed untl mnWmbn wlMtY b Ian ellen Mind a wane If edul. In non, by MW MPCA LMre writ row ben at Mebd dee to frozen ground adldmha, the rewired hepcUms and mahiswnd adeeduls must bean mMh 24 noun akr tarok wan at the eke w pylar to n pmen do andeemcb ahla5lwr emme fi-•t 4aV1 eked. placed. end aedment wniN BYPe mum W inspected to non h\egk1Y and . tom . f NI ndNnc. dl.ral B. mum be Igaind rq w.d w gpplmented min lunctbna BMPs rweM 24 hour akr disoowry, a w wan w Mtl ,mdilan• alit octan cel. mpMr oma hand b gWflWd bow. The PWrnitlr(•) mum NvrUgm. and mwrrY rIM Me fath9 Ngrwun antl mdnlnanw eWtwnen c aA1 dt Isecom mum ep reported foul w supplemented n Wern they Dermam nlunmlma al Me sedimentrmrNes 1/3 of ka height as tin tent. Thee rvpalre mum be made elinin 244 M1ous W aswwry, a t ran r fldW condioun• aver ottW. b.Tmpwery and permanent eWlmentWm mah. mum be laxed and Me xtlmenl wnavea Mn Me "PM of aedmenl Mlwted h Me btln mane 1/2 Me st., Wm. canape and ..I mum W mnplded MMIn 72 hours of dbcom,. a at dam as fled condoms lbw aces• (r. Pmt TVD.} a5urbw wiw, Mtludn, eahhage won. and canyon..Yeme mum W L,soned M aNdnw of rain and aealmenl depw„Ion. Tie Prmklee(s) must rmow all "tam and sedment dowi ted In surface edtr•, Including dnlnap soya butch Wena and other tlnhop sycoma ab Mablbu Me weal mi. remnt rrnowl results In ¢gaeed cel. The ..I and stdtllmtlm must taw place MMh stn (7) days of d•do wr mire preluded by Iegd, regulatory• or physical awed condnhee. The Prmktem seal use all remade mqw to oblaN owed If precluded, rmoW and mellUctin mum tuna plaw within stn (7) calendar tlaw of ablahhg a.sa The Pemlkr bra P.M. ion tacting all fowl, realms. Amus and band auMatWs and melNnq my appllcel pamltl Pole to conduedn' my .erg. dOwe,m,Nn eta wide Wt Iow„ans must W hgrNed tai aAdi of ofl-sits sediment Madung to paved surf. Trucked sediment mud W rmutad ham d Paced srioor, rmhlo 24 horn W dlscovwy, w It apgkaMa within a seine time to c0m1AY min Pmt IV.Q& .TM Pranlkae(a) ore yes,di la W Me apeatxn and mahManw of temporary and pemannt wit audit, management BNP% as rd as all room prmroW and sediment control UP% W Me duntbn m cel eonaWemn work a Me sit& Tee Permlttee(s) em rrpnW. until Hour Prmktim We armed oanbd am iln, to PM 11.8.5 oto an eon. of Me all Me haw not been finally stmlbed a Me site ham unar,om FFW SlobAlbel wd a NOT In. been .b Tfted to Me MPCA I. If sedment Wscgme Me canNru<mn lila ef-edW accumulation. m •.dement more W nmo.•e N e moor and at a Im ,und, fdint to mMmM ofFsk. Impab (aa., fugitlys sediment N Wrb could W wssed MM dam roar• by Me nut nM and/w penmi a safety hand to urs W publl. drools). SAN Ndbalim core mum w Napcted to men Mal no teummt Nom unwim, ccm rvdim wooly b mulling Me Infllrelm arty and q�s adios ms Protected hater compaction due W comb e1do .aulpmrt alining amar Me InMtraWo are. DUMP STRAP 1' (25 mm) REBAR FOR BAG REMOVAL FROM INLET SILTSACK EXPANSION RESTRAINT NYLON ROPF Y (51/(mm) rinumFLAT WASHERS] ADDITIONAL ALTERNATIVES: THE CONTRACTOR MAY REQUEST, FROM THE ENGINEER, APPROVAL OF ALTERNATIVE DEVICES. CATCH BASIN INLET PROTECTION - SEDIMENT FILTER SACK TEMPORARY FENCE � 1' To r lrAvm ROIX • • •:• r r r• rib r• r•.Y • • • sol r r r r •A I•r: •r:•r:•}:I v_.1_r L -2W I „'Yin I PLAN VIEW W I D FA IRC NOID 1Z IIIL REYTRSE 6WDIEM D - T WI!., A A w - to' Bk, s0.•' sox. MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE GRAINING 70 THE TRAP TEMPORARY SEDIMENT TRAP UNDISTURBED VEGETATION DIVERSION MrIY �d6tR•r w.9 O e w.r err e. REAR YARD CATCH BASIN INLET PROTECTION WIMCO ROAD DRAIN DOZERGROOVES TREADS CREATE, GROOVES EARS CREATE PERPENDICULAR TO SLOPE DIRECTION HORIZONTAL SLOPE GRADING PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: F Th• Peanuts.(.) •nail Implement Me ftllrip pail.d. pretrtlun mm.gment meter m Met. t.Shcd Wods Comled rami oyhtlt ate comets mllhge floating asdb. pqe, plaed, fate, bunstmcllon and dendltxn owed and etw wem mum W algwse of propedy wd most cw,Ay wIM MPGA wepoew mulm eta 2Hazardw. Matwidw 01, gaewnn, Pont and my heardoue substances mum W PmWy Asm, Including secwdory awtahmwt• to pnvnl qMe mu w omen dsclhwga Rwbimed wcar to •torp. wow must w proNaed to pr.t wnddl . storage and &,.I I W Wawa.. .We mum be h com,11ance MM MPCA regulaU.s. 3.EAmal well, of Wake and «,m•Watbn widme must W Imked to a dskTed wen of Me eta Runoff must be owtalnM aW wev property 4%posed e. No engine depmong is alloses an vita 4.Conwme w.nwt maks NI liquid one solid modeenmtedyw D awwem eeout allens must be cantahed In a led:- roof w le containment many Lnomormi Iinr. competed. A competed mr. d day Me snot allow mothout liquor to enter around wive u awwawetl an ImprmeW Thr. The li uid and sued soma most not contact Me ,mond, and M. must not be runoff ham Me owerds wehbut operated ad)awnmms. win wands d Added must Immaitotied of preen end h compliance dM MPCA regulation. A am mum be •gelpmenl qualm. to ullW Me prge nadide G RNA_ STABILIZATION The Peanut*.) mum mean Fled Stebabatim of Me vita Fled Stefilzatxn opubr dl of Parts V.G1-5 or PM IV.GB: 1.FMa1 Stdtttratfw muted Mat all w1 dbbroing acthe. at Me Mt. haw been camplated and d1 dome moat W Arollted by a uniform rennbl tatM wtr with a density m ]OR owe Me entire s ,Maty arty a omen uhdnt means n to r•wnt •d p erg• Y pwNou N •trarY p falwe mar aoelm cmaUuna 2Tha Pamilt a mum engn Mm Me rmment marmentei bnente • meats all tmenb In Pari IN. G t Maedr wt b eel() P Yom real nal Imlled t0. a Mol dem cel or tmpmary a prmment dedmratke b basins Nat an to W ore w psmannt tyre audky manpmenl Oadne and And wnetrucitn a maln[nancW of hfltratxn boeMa NI rdmenl mum W rmoad hon canwysnp systms oral dltwom must W mmnzW 1 min prmannl cover. 1Prlar to rbmlrbn of Me NOT, d1 tmpwary •ysindic and •Wmurd twin pr.Wn dna se4nment contra BIP. (win die •Ilan fence) mum be rmowd on Me pc,Wnm of Me site fen melds Me Pemn ler Is muenrMa BIP• designed to decmpose an edW (suds as same connote laps) may be let h place. 4.For rm1dentful mubuctim eddy, hdNdud lob we ,maldred Mmy demand ff Me dmelar.(a) we flnlrled At tmpmory rasion ,e tem and d.rodent pe t etas canbal has been ,wnp•led ma Me rrWenw no. bre said to M• hmsonw. Atldwman% Me P.M. mast dierinut. Me MPCA'. 'Roan. he Wool' to ten bomWosm W Ivrwm W Dmmowrr d ten urea Hm, end W VMb o4 prm.mvt aper. baba wntruom pl pwYwy m Most wad di rbimi and P itstes (a L. Uen as aeon ,cep w Rills Imd) Mal 9tebalestlav ms1 b twee tw y ter by aslermm tin dbtwbsd laud b lb IW of buetlan spiavltaN ata 6du RNo adcl mel telmbab J,xroultUva WIn prim m oro lus etia li sLL ostrootlt .starlit U sn of ten (o„omry caRLtdo sae dust. C th radimbv at Part a as med te, Rat Issue, NO surd ebvn dpptlesbb, Aar N.G.{ w Psrt Ia.G.a e At•tiva M (by br aaerd in m a asR b. 1t tool Bas (by srµ) W e0. ori„taaU1 paoPard ooa•ttuotloa wUTILy 0.t Dean wmDbted dura prmmevt wear rbDWbed m Lbw• .rvs. ¢ Oo eR.s then aam[zuatlon aatleb Y ant rmPlsl0. pi'memvL mor ]vu pen mebpwled N• ILIA:::l 1'n: - •r•1 '•ham ]).':,!: -4 .r V cn .^ =( oLo .:�..1 .. '•i:w9. r.'.r S is 'Js ::•:h4 '` F.nlC 't' ..t' E.-.:-F- --I- a.'P -.4- C-4 -.4- N a O \ <. TMrs. -.•ixirlu•IIL!('^. .-a•, 00 e_.--^_ i1 N I LO p� i ::.:rt' T •r:r. :a. . .Ver. .=a :..x , T (.: • 1'red�..e .:. der: :+ ..- {".•<N"n �w� •e,i =die: 1 k" W pInd X RL:PT `i Z LI_ I.•' n -.11n4 Citi UP S L I (00 rE cE FNC YFFiIN: DF-XmTMFNTe-nor' o CIOEO L J., r 'il- =CAGE I:i 'AtI� ``�f�l 'i✓•Jef c � %� a0._ r �:1y'a ul' a r + ::ver: emu a coca+ :a r rpm '::iQ'r•. .. M��f�g„B� OFFROAD CATC-IBASIN Mao rII_T-R DAPPIE' wcc+-e EYCINESdNO J]•.+R-E1FM s xa: 6.S.i9 - JAMES R. HILL, INC. JOEL COOPER, P.E. TYLER STEVENS - ENCORE SENIOR HOME CARE ALYSON FAUSKE - ASSISTANT CITY ENGINEER WILLIAM WILDE - MPCA :''411x_+„ Y?rv. '0 'J'. LY U'•:r: rP:tl 3ry ._.I P= r1:.•:• .-L i P,t.I F:...:H -.O:R 1170E ROCK %ONSTRUC'70N II FAT;AKC.F end r. __ 30, 1KF I, Fr. le r '•. r _...6i••CFL '1'.. F:"! V"\.. Lr: t'J•F4 � LL'L. v:-. t4LJ :'Le•. I_IJ k_,A:. J: L:: I :AM :: L'•I a., I:_=Let_ I. . L1: Id :I :Lal :. . •x 'J .. .i::.. rMm��xl1ppe^11.��u.. ue I'.:t .�._ ..... .•, L. L•.:- ms• L.=1. Wl[R . AT.^LH R:.SM SEL' MIN- TRAP CNOINCC:'t0 OCPA:I.ICYr m'eC nor - u 6.T07r. (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1164 (0) (651)-757-2825 (0) V cn .^ =( oLo .:�..1 .. '•i:w9. r.'.r S --I- :'Le•. I_IJ k_,A:. J: L:: I :AM :: L'•I a., I:_=Let_ I. . L1: Id :I :Lal :. . •x 'J .. .i::.. rMm��xl1ppe^11.��u.. ue I'.:t .�._ ..... .•, L. L•.:- ms• L.=1. Wl[R . AT.^LH R:.SM SEL' MIN- TRAP CNOINCC:'t0 OCPA:I.ICYr m'eC nor - u 6.T07r. (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1164 (0) (651)-757-2825 (0) W A O M /` 1) U0 W HZ �Z Z OE 0 N z X _Z O LL) z M M Z 0 0 III N 1LJ In W E--1 W = N WDA �Q U1 O0 z= r l O to M DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 ERC PROJECT NO. 22881 C5 V cn � oLo --I- -.4- C-4 -.4- N O J 00 i1 N M LO p� Uj W pInd X Z LI_ V fn W o CIOEO \ CD N W GO C4 LI..ILn U M Z v cc Z 3C LL J o Z O Mi N = d W A O M /` 1) U0 W HZ �Z Z OE 0 N z X _Z O LL) z M M Z 0 0 III N 1LJ In W E--1 W = N WDA �Q U1 O0 z= r l O to M DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 ERC PROJECT NO. 22881 C5 \ y94 s \ I \ 992988 98 _` 986 9e,�-� it-f\I F- /I /1NIr- i��>/�^^IN Ir\ V L_ I V I I V\ 7 \ L_v I 1p op 19 vvL_v I n Ilk .",..•.___. -...,,__ it � � � `\. 96-` - : so I \ S 1 i \ ' F L_lJ I v o N m A .� : .. . �j a I CJ } I � � .� r �I •. ry. 1 r j � 1 1 00\' \ \ 054 V\\ P it FLC�— — i 8 H► k P r-,5so e cys N L- V� L Me� c�u-f\6 l Fang �V� \ �\ GOPHER STATE ONE CALL CALL 48 HOURS BEFORE YOU DIG! SCALE IN FEET TWIN CITY AREA 651-454-0022 0 30 60 90 MN. TOLL FREE 1-800-252-1166 1 inch = 30 feet r R� ° m E00° a V - w N Y;�., •ym K M 3 N of M N N C T J O Lo O Lo w w � O Z 4 � 1�1 R c0 Mj N w Ld Lnw O W x O S 5 N � a= W r/] w p�} N M N m Q: 3 µ�z W Wx Z Z N l¢� O wLo po Z � W o CIT Co x oCO (J7lkf CO^ N rn Z 3w Z � CL r R� ° m E00° a E - w N Y;�., •ym K M 3 Za :toEavycCi N N C T J wLdJ NN C ° O� 2° ]�O O w °w(/) in r R� DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 ERC PROJECT NO. 22881 C6 a � wLdJ U w O � 1�1 R Mj N w Ld Lnw w W x V) wU a= W r/] w p�} I: M � 0 3 µ�z I Z O wLo po 0 x w DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 ERC PROJECT NO. 22881 C6 GENERAL GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA `ys4 '-ST.-ST. C.B. TC=994.79 DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY a 9p I�� FL=994.11 CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. ' 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE \� 988"0 "=m "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER \ 986 .s MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY ��` 984 �"'---•Q \ EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR _ 8� 9 `0 \ \\ TOLL FREE 1-800-252-1166). g`• '} �\ `\ �g ^ F-\ / F 4 \ 9 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF 0 Q \\ 6 �m L_ V L_ V ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES \\ O� SAN. M.H.-- PRIOR TO CONSTRUCTION. 0 RIM=980.01 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS INV. -967.29 w+ A � a\ SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND r /� \-- • F -I: SPECIFICATIONS, WHICH MAY INCLUDE FILTER FENCE,SEDIMENTATION / r- \„� \� -� \ fix`" �O.O\ 9to 37'0 `p ¢,O BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND %�.,,,, "�_ .�\ \ SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. / \� \� 9e e• oVC p QST. M.H \\i a. ROCK CONSTRUCTION ENTRANCES. / ��-- \` RIM=985.41 10 \\ b. FILTER FENCE. / \ \ 9 \SW.INV.=967.19 94\ c. TEMPORARY CULVERTS. t \ g\ \ NE.INV. 982.86 . TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. e e. STORM WATER POND CONSTRUCTION. 1t n � � I �T n f. COMMON EXCAVATION AND EMBANKMENT (GRADING CONSTRUCTION). g. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRADED AREAS. \\ t I. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER I \ 18" F.E.S.- CONSTRUCTION. .E.S.CONSTRUCTION. 7. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION \ r- _ J I / A 6 CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. F} m o ST. C.B. M.H. B. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE RIM=976.45 /1 96,5 GRADING CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY �'-- _'' �_ �- 9t ?�. y qNV.=967.35 f FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS (+ `0 AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL 980,-' 0 THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE - - 982 CID 82 WITH THESE PLANS AND SPECIFICATIONS. Csa tY�C350 NRF 9. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 10. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. 11. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'±. 12. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.25'±. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET \ 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 13. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL I AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 14. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 15. UNLESS OTHERWISE SPECIFICALLY NOTED, THE FOLLOWING SITE RE -VEGETATION TECHNIQUES SHALL BE IMPLEMENTED. ALL DISTURBED AREAS, EXCEPT STREETS, AND POND AREAS SHALL BE COVERED WITH A MINIMUM OF 6" TOPSOIL AND SHALL BE SEEDED WITH MnDOT #250 MIX AT 70LBS./ACRE. SEEDED AREAS SHALL BE MULCHED WITH MnDOT TYPE 1 AT 2 TONS/ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOVING OPERATIONS ARE COMPLETED. ALL SLOPES THAT EXCEED 3(H):1(V) SHALL BE SEEDED WITH A WOOD FIBER BLANKET. FERTILIZER SHALL BE 22-5-10 80% W.I.N., 0% CL OR EQUIVALENT AND APPLIED AT 350 POUNDS PER ACRE. FERTILIZER IS TO BE INCORPORATED INTO THE TOP 3 TO 4 INCHES BY DISCING OR SOME OTHER SUITABLE MEANS. WHEN SEEDING AFTER NOVEMBER 1, OR WHEN TEMPERATURES DO NOT EXCEED 40 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL DORMANT SEED ALONG ALL DISTURBED AREAS. DORMANT SEED BED PREPARATION, SEEDING RATES, AND MULCH REQUIREMENTS SHALL BE THE SAME AS THOSE DESCRIBED IN THIS SECTION EXCEPT THAT NO SEED SHALL BE PLACED ON SNOW OR ICE WHICH IS GREATER THAN 2 INCHES IN DEPTH. ANY SEEDED AREAS WHICH DO NOT BECOME ESTABLISHED SHALL BE RE -SEEDED AT THE f--, -T- -7 CONTRACTOR'S EXPENSE. 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID GRADING CONSTRUCTION. 17. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS AND 0.30' FOR LANDSCAPED/OPEN AREAS. SPECIFIC GRADING NOTES: 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 07/15/12. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL. I SPOT SHOT LEGEND 00. PROPOSED CONCRETE EDGE aAE 00. PROPOSED ASPHALT EDGE GB 00. PROPOSED GRADE BREAK GS 00. PROPOSED GROUND SHOT PROPOSED HIGH OR LOW POINT QRE 00. PROPOSED RIM ELEVATION u \� v .p WNp.CID lt� J f 'e4.i4 \FFE 999.00 o F- E:) _T_\ i n N I F- I I nT L.v I -ST. C.B. M.H. :> i RIM=994.31 - OLE 994.50 I HWL 995.85 WET VOL 0.18 Al I � 9g2 Dos. i FFE 1009.001 006. BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET 36" F.E.S. INV.=1003.38 096 C Fx rn rra SAN. M.H. -- RIM=997.42 e' �W.INV.=987.12 WATER M.H. N ��c A" -SE.INV.=987.72! I RM -999.73 j S / \ I / 0 A C.B. E.INV.=1009.93 NW.INV.=1009.06/ TC br �• �-'*'. 018.8 ' ,r -. r " 1 48 HOURS BEFORE YOU TWIN CITY AREA 651-454-00'2 MN. TOLL FREE 1-800-252-11 N SCALE IN FEET 0 30 60 90 Tm 1 inch = 30 feet v upo T y W noEa�0 a D-ai- a o O.I_O2 o wTo0�ayo� w 0 0 a 0 N +.a ESm�� C > c 5 mom aO a 0 w m � 0 0� p TO m'a nu t 0 0 0'0 0+0 N 0.'0 0 W (A 0 N a M O W) v Lo L') w z I ck:: Z N V) ZD A' N w w to � N � 00 x ofzM U) LLO W S M U)w a 00 V) Z Q 2 N >- N m v < LI Z� ■ W V L0 t7 LLJ C� t2 �o W V♦ cll� to (n OD EW v M Z cc 3W O<Z CDM N Q- v upo T y W noEa�0 a D-ai- a o O.I_O2 o wTo0�ayo� w 0 0 a 0 N +.a ESm�� C > c 5 mom aO a 0 w m � 0 0� p TO m'a nu t 0 0 0'0 0+0 N 0.'0 0 W (A 0 a v v/ L') w z 5z OF V) A' N w w (N J w Z^ Z r" O x ofzM U) LLO W N M U)w a V) Z Q 2 >- < w Z� V L0 t7 z w 9s9,�," `Iq� 88 \` 964 9e \ \\ \ r- i r- N I V 9s2 r ��'o' \ A 464 \ \ \ \ -_ co}}Co 1461 { rn III 7 / m;4145 T I u I /1T -i IJ /1N IINI I NLNil V\7 BEEHIVE HOME - TREE INVENTORY 7/30/2012 TAG NO. TREE TYPE ELEV. SIZE SIZE SIZE TOTAL SAVE REMOVE 1410 BOXELDER 994.30 11 15 19 45 X 1411 BOXELDER 993.91 10 M 10 X 1412 ELM 993.71 11 LLI 11 C4 X 1413 BOXELDER 993.50 10 17 =a 27 w N X 1414 BOXELDER 992.47 13 00 -- 13 C/) X 1415 BOXELDER 994.77 11 w . 11 X 1416 ASH 993.59 13 z 13 X 1417 BOXELDER 993.99 11 Z (/ 1 11 ♦^ X 1418 ELM (DYING) 993.92 14 14 X 1419 BOXELDER 995.83 12 Co 12 X 1420 ELM 994.48 17 Z 17 X 1421 BOXELDER 994.00 13 13 X 1422 ASH 996.35 1 8 12 20 X 1423 ELM 997.97 16 16 X 1424 ASH 998.75 24 24 X 1425 BOXELDER 1003.25 12 12 X 1426 MAPLE 999.46 27 27 X 1427 MAPLE 1001.32 20 27 47 X 1428 BOXELDER 1008.18 26 26 X 1431 ASH 1007.02 10 10 X 1432 BOXELDER 1004.33 15 15 X 1433 ASH 1006.59 13 13 X 1434 ASH 1006.39 10 10 X 1435 BOXELDER 1007.45 11 11 X 1436 ASH 1005.73 17 17 X 1437 BOXELDER 1005.17 10 10 X 1438 BOXELDER 1010.37 30 30 X 1439 BOXELDER 1010.24 20 20 X 1440 ELM 1011.68 20 20 X 1441 BOXELDER 1012.11 18 18 X 1442 BOXELDER 1010.08 14 14 X 1443 BOXELDER 1008.25 16 16 X 1444 BOXELDER 1009.71 11 11 X 1445 BOXELDER 1007.09 11 11 X 1446 BOXELDER 1008.21 12 12 X 1447 ELM 1008.46 10 10 X 1448 BOXELDER 1006.78 19 19 X 1449 COTTONWOOD 999.08 20 25 45 X 1450 COTTONWOOD 999.06 17 21 38 X 1451 BOXELDER 997.95 9 11 20 X 1453 ASH 998.07 10 10 X 1455 MAPLE 993.12 16 16 X 1456 ELM 993.21 10 10 X 1457 BOXELDER 987.85 10 10 X 1458 ASH 999.13 9 10 19 X 1459 COTTONWOOD 990.16 21 21 X 1460 COTTONWOOD 988.43 14 14 X 1461 MAPLE 987.18 10 10 X 1462 BOXELDER 987.52 13 13 X 1463 ASH 987.53 12 12 X 1464 COTTONWOOD 978.40 18 18 X 1466 APPLE 1000.17 10 11 21 1467 SPRUCE 1004.20 23 23 FX X 1468 OAK 1013.56 50 50 X LEGEND EXISTING TREE SAVED {} EXISTING TREE REMOVED TOTAL CALIPER INCHES 986 TOTAL CALIPER INCHES SAVED 313 TOTAL CALIPER INCHES REMOVED 673 PERCENTAGE OF TREES SAVED 31.7% SCALE IN FEET 0 30 60 90 1 inch = 30 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TP PROJECT NO. 22881 I C8 -A 1 V N a z M M w ~ M o w H z � LLI z C4 w Zr i w jib U)A' w N _ xaw =a � w N W W U o 00 -- 3 C/) Z m N v Ld E11.4 w . w W04 z di Z35 t� Z (/ 1 v ♦^ W o C � o moi/ Co CN W v rn Z Z �w c z d o 0 DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TP PROJECT NO. 22881 I C8 -A 1 a z M M w ~ 5Z o po H z LLI w Q w Zr i w jib U)A' w N _ xaw =a � w N W W U C 3 ZME E11.4 w o di w DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TP PROJECT NO. 22881 I C8 -A 1 I \\ \ N 00 \ 1 9>� vv vv'_<_ �v ❑ SCALE IN FEET \ Y I \ \ I 996 0 20 40 60 r I 0 I 1 \\ \ \\\ I 1 inch = 20 feet I C0 EX, _4ES TO REMAIN \ \ \ II `x'976- I PE \ G) 978 \\ \ I 0p \\.\ 9 8o \ U \ j 1 lI . \: ; \ _982 I �� I � :: \ \ \\, UO � ,� I 9 v� } I` N a G9 TYTOS SCALENOT TO �. v ON CENTER SPACING AS STATED ON PLAN WIDTH OF HOLE EXCAVATION BHALL ExTENDA MINIMUM OF B INCHES BEYOND THE PUNTS ROOT SYSTEM. PREPARED RANTING SOIL BED W MIN. PER NOTES. 3- DEPTH WATERING WIN MULCH FINISHED GRADE RANTACDCROW TO RANTING DETAILS FOR ISOLATED RANTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. Planting Palette: TREES: Qty. Key Scientific Name Common Name Size Root Notes 9 A Acer x freemanii 7effersmd' Autumn Blaze Maple 2S" Cal. B&B Healthy/Full 5 B Malus x'F'rairle Rose' Prairie Rose Crabapple 1S" Cal. B&B Healthy/Full 3 C Quercus rubra Northem Red Oak 2.5" Cal. B&B Spring Dug 9 D Picea glauca var. densata Black Hills Spruce 6' Hgt. B&B Full Form SHRUBS: Qty' Key Scientific Name Common Name Size Root Notes 6 G Potentilla fruticma'Absuaka' Dakota Goldrush Potentilla #2 POT Healthy/Full 36 H JurTiperus chmensis'Sea Green' Sea Green Juniper #2 POT Healthy/Full 17 1 DierviRa lonicem Dwarf Bush Honeysuckle #2 POT Healthy/Full 29 J Tams X media'Tauton i' Taunton Yew #5 POT Full Form 22 K Aronia melanocarpa 'Morto , Iroquois Beauty Chokeberry #5 1 POT Healthy/Full 15 L Ribes alpinum Alpine Currant #5 POT Trim to Hedge 8 M Berberis thunbergii'Bailtwo' Burgundy Carousel Barberry #2 POT Healthy/Full 25 N Berberis thunbergii'Bailtwo' Red Gnome Dogwood #2 POT Healthy/Full PERENNIALS: Qty. Key Scientific Name Common Name Size Root Notes 310 Q Hemerocallis'Happy Returns' Happy Returns Dayfily #1 POT Healthy/Full 19 R Miscanthus sinensis'Purpurascens' Flame Grass #1 POT Healthy/Full 16 5 Calamagrostis x acultiflora Warl Forester' Feather Reed Grass #1 POT Healthy/Fu6 14 T Comus alba'Regnzaai Walker's Low Catmint #1 POT Healthy/Fu6 - 0 B SIN PER CIVIL P "•:� \. - _ _ 9g9O \ \ 1-r MIN, PERENNIAL/RUG PUNr if J \ SE- Pte. 99?_ �- \ \ \ EDGEMULCPERCOM NOTES. CD J��i \ � - rr EDGE COMMON VARIES SEE PLAN. ;-Q { I...._.- , / - \. \ \\ \" �'\. O P KAODSRROOTSOFCONTANERIZED Landscape Notes: 03 I p 998 (}� _ I I (� \ ' \ \ \ \ �• \ Ill III I _ PLANTING SOIL PER NOTES, B MIN. DEPTH. 1 Tree saucer mulch to be four Inch natural 1' ., \., `•; \ ___ -I - III= - es (4') depth single -shred hardwood mulch for trees outside Ole plant bed. Install per tree planting detail. ggd\ 0, III=IICONTRACTOR PREPARED SUBGRADE 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities &erosion control. f( I - I=I I • \ ` �� - L - - - 3/ m ) 3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the speccied C �TYP. PERENNIAL PLANTING DETAIL shrub height. .-•�"' / ` \ N-' ht. Plant material shall be delivered as specified. s'' � � \��' - : NOT TO SCALE 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. D CIVIL P NS I i gg - \ �/ \ \ / `� I r 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and appmval. • NOTES' 7. The project landscape contractor shall be held responsible for watering and property handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to Coincide with DO NOT HEAVILY PRUNE THE TREE AT PLMrNG. expected Installation time Within 36 hours. PRUNE ONLY CROSSOVER UMBS, CGDOMIRANT LEADERS,ANDBROKEN ORDEADBRANCHES. SOME $ Refer IO the CIWI e s for erosion Control measures graded Coordinate ° . • ° 2 N / / INTERIOR iWIGSAND LITERAL BRANCHES MAY 9E a engine Ys plan on gratl slopes. Coo seeding activities With the erosion control Installer. ' - PRUNED, HOWEVER DO NOT REMOVE TIE TERMINAL SUDS OF BRANCHES THAT EXTEND TO THE EDGE OF 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions arca to plant material growth requirements. THECROWN. LANDSCAPE s� r �arTxEAPPnrn'u of TME 10. If the landscape Contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or / O / CT guarantee, they must bring these defciences to the attention of the landscape architect 8 client prior to bid submission. ! WRPP TREE TRUNKS BY NOV.15TH AND 10 47 \ 3 I REMOVE BY MAY IST. /''� 11. Contractor shall establish to his/ her satisfaction that soil and compaction Conditions are adequate to allow for proper drainage at and around the building site. 7 Q Q B I I / MARNT4ff NOTHSNE OF THE TREE NTIE N NURSPWANDROTATETREETOFACE EACH TREE MUST BE PUNTED SUCH THAT THE 12. Contractor Is responsible for ongoing maintenance of all newly Installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the R• A TRUNK FLARE IS VISIBUEATTHETOP OFTHE ROOT 4 OD TO SEED EDGE, PER I NORTH HE SITE EvsRPoSSR E. 4 - BALL TREES wHERETHE TRUNK FLARE IS NOi responsibility of the contractor. Contractor shall provide the owner with a maintenance program Indutling, but not limited [o, pruning, fertilization and disease pest Control. 4 TML PLANS. 1 VISIaE SHA LBE RE EC D. DDNOT COVER HE K t I/ TOP OF THE ROOT SAL Wmi SOIL 13. The Contractor shall guarantee newly planted material through one Calendar year from the date of written owner acceptance. Plants that exhibit mme than 10% die -back damage shall be replaced at no additional J I I II SET Trod ROOT BALL FLUSH TO MUCH RING S FT. DW .MIN. sFT OWA. cost to the owner. The Contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. I) ..,Tr, SOD .. 3 9� GRADE OR 14 M. HIGHER N SLOWLY PREFERRED VV JW ' J 6 •' I \.' I d' / I✓•'I WARNING sats' 14. This layout plan Constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, Council I 12 I �R glJp I I v 111 decisions, etc. 1 Q 4 I / III ` ROOT SAUL(OR OLkreAUCER TREES EDGE OF 4 I RCoT Mu(FOR EOU Eo TREES ONLY), 5. The landscape contractor shall be responsible for obtaining any pe mi s and coordinating inspections as required throughout the work process 3 I p I III WOOD MULCH. DO Np RACE M0.CN IN / III THEMULCHWEEDEETRUNRAFTERN - AEMu TCF HAU,UFROPEANDWIRE, ANO BURLAP I 4 H �`" THE MULCH wEEDSREE mRAFTEa � =lig MuTCF IIAIF OF RCorBALL 16. Plant size$species substitutions must be approved in writing prior to acceptance in the fleltl. J I III PIANTHG' 6 RANT IS SHIPPEDWITHA WINE BASKET AROUND THE ROOT BALL. JI L Plan for head Coverage of all turf and shrub lantin areas. Use commando rude irrigation ul rat Humor Industries) and 'de product 5 NOTE: FOR DIMENSIONS OF PANTING AREAS SEE GIRTEWNEBPSIET INFWRRACESPlID FIxO DOWNSIN.INTO 17.Thetsand(4) Copies of the pr furnish la Irrigation the la g p g tgequipment ( ) prod p I' • \ I / III RAN, SOIL BAo0JU_ SIAL BE GARDEN BLEND HOED' cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinate irrigation Connection point, Controller, badeflow and valving locations with the archkect & general / 6 N -�,� SOL (EQUAL MIX OF COMPOST, SAND 6 SdL ) PER ( K \I I III NOTES. P CE ROOT BALL ON UNIXGVA EDOR TAMPD SOIL contractor. Valve boxes shall have lockable lids and be Concealed in plant beds when posasible. PARKING ILS PE CIVIL PLAN I O 111 PRESSUTAMP REI. ROOT ML DOSE FlINLYWR FOOT RESSOREsonND ROOT &ALL IRMLYFr 18. All edger shall be professional grade black steel edger, 1/8' thick, Ryerson or Equal. Anchor every 18" onranter (minimum). Submit sample. I T I I I /II ca 19. Landspe Contractor Is responsible for coordination with the General Contractor, to protect the new Improvements on and off-site during landscape work activities. Report any damage to the General Contractor tel ;. Immedia y n (U . �6' 10 h III 3 DECIDUOUS TREE PLANTING - SECTION 20. Unless otherwise noted/indicaled, plant beds shall receive 4' depth of 3/4"-1' dia. washed river stone mineral mulch over fabric weed bonier (DeWitt Pro 3.2oz. Neetllepunch, NomxovenJ, per detail. Submit mulch EX. ,TREES TO REMAIN9 NOT TO SCALE y 4 S. - - I 4 -- I / #1I sample for Owner approval. Do not install weed mat under perennial plantings areas, except if under rip -rap Slone. / I J A I II / 21. Retainingwalls (ifnotspecified on civil plans shall be 6' precast segmental units, straight-faced, gray in Color with matching Cap units. Wall engineering by wall manufacturer. Submit wall plans and color chart for GV 3 ' ` ' ---- NOTE: approval p to installation. Bould (g ells are not p table. BUILDING K n �. / / #I CONIFER TO HAVE SHREDDED ,/ e ro al rioBoulder (gravity) cce HARDWOOD MULCH UNLESSNOTED 22. All sod areas shall be prepared prior to planting with a hadey power box rake or equal to provide a firm planting bed free of stories, sticks, construction debris, etc. Any alternate seed mixtures rotes, 8 application III g OTHERWISE. NO MULCH TO BE IN method noted shall be sumbltted to the landscape architect for approval. IIIof CONTACT WITH TRUNK. Q 59 I . O w PLACE ROOT BALL 50 THAT BASAL 23. The general Contractor shall be responsible for procurement of site furnishings. storage, 12 \ H ,,.• / II / n FLARE 151' ABOVE SURROUNDING 9 procu g Drage, un -crating, assembly, & installation. Furnishings noted as surface -mount shall have a quick-0olt anchor concealed with an Q O GRADE. escutcheon plate or boll painted to match furnishing Color. Use stainless steel hardware and tamper -proof bolts. III THE CONTRACTOR IS RESPONSIBLE FOR 12 p v ENSURING THE TREES ARE IN A PLUMB 24. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. Ill �rL POSITION THROUGHOUT THE WARRANTY PERIOD. 25. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Remove trees where noted on the plan, Including the • ... '. �� I/ o stumpt0 30' below grade. I 2 ROOT BALL TO SR ON MOUNDED SOD TO DISTURBED LIMITS 6 4 I EX: -TREES TO RgMAIN �I FROMT PINTOROOT BURLAP K „- a •'. ' - __. - F O FROM AD , REMOVE ROOT BALL 26. The landscape Contractor shall Contact Gopher State One Call no less than 48 hours before digging for field utility locations. J a r i ' ° -- /----- �l m MULCH -4• DEEP -SEE SPEC 27. The landscape contractor shall be responsible for the removal of erosion Control measures once vegetation has been established to the satisfaction of the municipal staff. This Includes sift curtain fend and .i i 5 .. - / W � oe P 9n9 f� r L PLANTING SOIL - SEE SPEC. Sediment logs placed in the landscape �. ENTRY N n TOPSOIL 28. The landscape Contractor shall be responsible for visiting the site to become familiar with the Conditions prior to bidding and installation. Coodinate with the general Contractors on matters such as fine grading, A�Q . • ! '� 5 O O tit ••••..// j ll� landscaped area Conditions, staging areas, irrigation Connection to building, etc. _ / z l SOD I„� � L e d ` C} O I � //I 29. Landscape contractor shall be responsible for coordinating the trimming form mming of existing trees to remain, providing 8 foin accordance with arborcuhurel standards. A state licensed arborist shall be engaged as jr/ I ✓ 5 I ' I/ 11 / PxK UBGRADE part of this project to assess the site prior to submission of bids and trim trees prior to all other side work, upon general Contractors authorization to proceed. Do Not Trim Oaks (Quercus Sp.) after June 15 or before . , August 30. / I I .., " i'n 1. t�a III _ TOMAHAWK TREE STABILIZER STAKES. 59 MINIMUM (2) PER TREE. 30. Tree Protection: Trees with a Canopy within the Construction area shall receive a 6' deep saucer of hardwood mulch chips with the ddp line and the general Contractor shall ensure all trees receive no less than the QOae r Q 41 DRAIN SYSTEM IS NECESSARY equivilent of 1' of rainfall water every 4 days during demolition and Construction. Roots within the excavation area for curb, sidewalk or foundation areas, first use a linear trencher (Ditch -Witch) to slice the roots to a depth / / 11 l - FOR HEAVY CLAY SOILS. - - 4' DIAMETER AUGERED HOLE. G of 4'-0" or greater, then proceed with mechanical soil excavation. 6 Q 11 l x� -~ ~ DIAMETER DRAIN ROCK COVER 42' MIN. DEPTH. FILLED W/ 3/4' TWICE BALL DIAMETER fZ 4 ! 111 W/ 6' FILTER FABRIC. J 5 H $ ! 111 O I 0�6 N �lll Q a 6 C ONIFEROUS TREE PLANTING SECTION U j R S / . //I Z C9 - \ K L H RF / OD _ 111 Z Tree Canopy Coverage Data: /g Total Site Area: 91,726 SF (2.105 acres) 4 8 J b Canopy:MDR 40 I •. I i • '..• ;' Coverage: c. Total Existing Tree Canpy To Remain: 19,696 SF I \ I 3 6 3 1 i ,/ / d Total Required Canopy: 36,690 SF > EX. TREES TO REMAIN _ TURF -S0D K H No A / � � I e. Deficiency: 16,994 SF n ' 17 o I 014 f. Proposed Civerstory Canopy: 22,869SF , / � 21 Trees X 1,()89SF/Tree CD .Podeo Q a 8 Total Canopy Coverage Post -Construction 46% (c. + f. / a.) tri I / " ..... . N I �:. Q... 4 ..... "o • O1 SOD TO DISTURBED LIMITS �' F W. TO " FINAL LANDSCAPE PLAN PLANTING DETAILS, NOTES, & SCHEDULES 'c c lC (� d CD c J �Lo y m Z ^^^� O U � d � O '0 O w C ` 0 V In C CO UN d V -0 -0 NT X X ��, ' A 0> a) cco o 22V V vI N M S . Qi Q52 0 Lf) H Q Q N co C 61 X CL Y pj ` M ^ U) m 0 C:' U °Lo � a) U V � M Zz w 5Z F W o o0a xw Z49:4X Z_ T � O W � V VN �i¢ �W 2 � Z W¢ 2 W� � r Q M 3 w 2 41::4 �Jf 1 O 1�1 F+1 M w T N o E y tp 0 T� a \ V o C a iD Z uT p uT N d E 0 oOw 0 N m ¢ � E -E \ a 0 m N mac N o r m m -.in v :° C m it m N N 3 N J i E TC J9 m N y a C O 2 N L N U 3 C th l0 _ O 'O _, d (n p V � M Zz w 5Z F W o o0a xw Z49:4X Z_ T � O W � V VN �i¢ �W 2 � Z W¢ 2 W� � r Q M 3 w 2 41::4 �Jf 1 O 1�1 F+1 M w GENERAL UTILITY CONSTRUCTION NOTES: 1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHANHASSEN, MINNESOTA. 2• FX]STNC FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY _ FOR ANY RELOCATION OF THESE FACIUTES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECOVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY SAN. M.H.-- RIM=980.01 INV.=967.29 WATER SUPPLY. I /1T A THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR J L_L/ I /1 TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS RESULTING FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND SILTING OF ON-SITE AND OFF-SITE AREAS THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES, BERMS, DEBRIS BASINS, FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY CALLED OUT AS A BID ITEM ON THE BID FORM, ANY TEMPORARY DITCHING, CULVERTS, HAY BALES, AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH THIS SHALL BE AT THE CONTRACTOR'S EXPENSE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511). 4. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION, AND TO EVALUATE THE COMPACTION WITHIN THE STREET CROSS SECTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 1008 OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS(BUILDING PAD AREAS, AND MEAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF t3" IN OPEN SPACE AREAS AND t0.i' WITHIN STREET RIGHT OF WAYS. THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTIUZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION OF THE TESTS W9LL BE AT THE DIRECTION OF THE ENGINEER. 5. ALL DIP WATERMAIN TO BE POLYWRAPPED. 6. ALL WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 7. ALL 6', 8"& 12' WATERMAIN TO BE CONSTRUCTED OF CLASS 52 PIPE. 8. ALL GATE VALVE BOXES SHALL HAVE VALVE BOX ADAPTERS 9. SANITARY SEWER PIPE TYPE & CLASS AS FOLLOWS: a. 0' - 16' DEEP = PVC SDR 35 b. 16' - 26' DEEP = PVC SOR 28 a. > 26' DEEP = PVC SDR 15 T II I /1T -7 18" F.E.S. INV.=967.10 /1 T /1 T �-ST. C.B. I TC=994.79 y L=994.11 F-\ / F_ n I F -L) \ Q \� L_ V L_ I v � TI\ I qVC \ -----ST. M.H. \� \„ RIM=985.41 \ \ SW.INV.=967.19 \ NE.INV.=982.86 •36" F.E.S.-- ' IN V.=1003.38 1 /1T r) L_L/ I Z L. L _ \-J ,-ST. C.B. M.H. RIM=994.31 REMOVE EXISTING PULKHEAD & CONNECT TO XX" RCP. CONTRACTOR TO VERIFY ELEVATION & LOCATION OF EXISTING XX" STUB. REMOVE EX. SERVICE STUB & DISPOSE I �I OFFSITE & PLUG OPENING PER CITY I' STANDARDS. CONNECT TO EXISTING SSMH WITH 8" CORE DRILL AT INVERT ELEVATION _ I� 987.12. CONTRACTOR TO VERIFY EXISTING _LOCATION & ELEVATION OF EXISTING SSMH. 70, USAN. M.H. RIM=997.42 W.INV.=987.12 I SE.INV.=987.72 i WATER M.H. `C \ 1 f` RIM=999.73u O i WET TAP EXISTING 10" DIP WM II \ S \ \ l W/ 10"x6" TAPPING SLEEVE. 1 CONTRACTOR TO VERIFY S Q` • \ JS AT'C �\ LOCATION AND ELEVATION OF EXISTING WATERMAIN. ST. C.B. M.H.- RIM=1014.23 E.INV.=1009.93 NW.INV.=1009.06 / I F ST. C.B. F� -- TC=1010.99 IIFL=1010.48 STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING CBMH 100 5.88' 72" DIA. R-4342 STMH 101 7.03' 60" DIA. R-1642 STMH 102 13.60' 72" DIA. R-1642 STMH 103 10.61' 1 60" DIA. I R-1642 NEENAH R -4990 -DX TYPE 'A' GRATE OR APPROVED EQUAL - RIM TO MATCH PROPOSED ASPHALT. RIM -996.76 NEENAH R -4990 -DX TYPE 'A• GRATE OR APPROVED EOUAL RIM TO MATCX PROPOSED ASPHALT. .. [, Ir PVC: PVC ° TRENCH DRAIN #2 DETAIL N SCALE IN FEET 0 30 60 1 inch = 30 feet c V 1r FFjj M7 w �(l7 O M �21�9yy a m DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 U PROJECT NO. 22881 C9 V L0 � L0z FFjj M7 w �(l7 O M �21�9yy a Ih Oo O� O N W = W U C4 ZDO OLLJ Z � OLLW M M W rn 1�1 \ S 00 cn Z =M C4 Z L) a LLJ z o< LLJ O X z' Z L¢L r4L0 Z = � LLJ O O \ O d m cn Ln wm V Z c Z CDw J CD OO z N d DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 U PROJECT NO. 22881 C9 V L0 � L0z FFjj M7 w 5:Z �21�9yy a 9--I Oo O� O N W >.4 /_ W U OLLJ Z � OLLW M M W ~� 1�1 N w � V)u)E <� a w Z L) wU} z o< w z' = r4L0 H) DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 U PROJECT NO. 22881 C9 n 1 I I (, T A UUL_V I n /v - \ \ I ^r_—\ /r_ —N I r_—T\i /1N Ir_— f/ �\\\L—VL—IN I I\ I I UI NL— 1\4 II ^T I-) \, <I i ,L_\v..r\ I 19, 0 If 11 I \ II I I \► � �,. � II 1 13 0. 0. I �I ,. 7.5' RAD Z 53.0' RAD I II I li j/l]j/ 33.9' \ 27.0' RAD \ � I 3.0' RAD I I O II \\ .•O I I� II b \ I 25.5' I 213.0' RAD I I 4 II Q Il ; �? \ „t3 5.0• I 11 /� r \ •..,� I 3.0' RAD \ TURN DOWN CURB 213.0' RAD / re / \ 187.0' RAD— /x I l 1 S I/ .. ... 4 \ ,25.0' RAD I / 51.0' RA N I � IMPERVIOUS SURFACE COVER SUMMARY TOTAL SITE AREA: 2.10 ACRES TOTAL BUILDING AREA: 0.36 ACRES TOTAL PARKING AREA: 0.25 ACRES PERCENT IMPERVIOUS: 29.1% COVER ON SITE NOTE 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 19.0' X 9' 3. B612 CONCRETE CURB & GUTTER (TYP.). N SCALE IN FEET 0 30 60 90 1 inch = 30 feet E 0, V V W cn = o t;vFm a: M X05 -2,N3 a w 5 v � Z w mocayoao � N Z N N hal P" w O W «0E.5%dC 0 T C C J O z� rT, ^ M �jjZ S O 0) O W J N W ZNZ W } N ? m Obi 70 m N y N V p v +�+ LTJ C 0w in o w �^ Z u - W Z N n �* LLJ O 00'0 w CD Lo c Z 3 Z CDw N O- DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 0, O N C V W ao E i °c o a a t;vFm a: z X05 -2,N3 a w 5 v � Z ¢ mocayoao � N W V m N hal P" w O W «0E.5%dC 0 T C C J O z� rT, ^ M �jjZ V d a V> 0 O W J W W V y d 0 W } 70 m N y N V p r , W +�+ C 0w in o 5 DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 a Vjj ISN M M N w z Z oI--q� � N OQ J hal P" W FF --4U Z O W z W 1�1 W Z W O z� rT, ^ M N �jjZ (Lo) W 5 ') W Q� =^ W W U W } 2 r , W 0 0 1- z M 5 W DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 C VARIES GRADING GRADE �PRj I 1.0' HOLD DOWN I S SELECT MATERIAL rL7----------If L J L J 6r' TOPSOIL VARIES CURB VARIES FINISHED GRADE 6'a TOPSOIL BUILDING PAD SECTION 1.5 BIT- WEARING COURSE TYPE LVWE35030B 2357 TACK COAT 2.5" BITUMINOUS BASE COURSE TYPE LVNW35030B 8n AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION u� PROPOSED BUILDING SITE EXISTING R/VI T0• 1 - BUILDING SETBACK LINE r6' TOPSOIL rFINISHED GRADING GRADE �11 E /[77 �S'EI.ECT 1` SELECT FILL • 1�tT BAQCFlLL I UNSUITABLE / � MATERIAL \ SIB -GRADE CORRECTION / LIMITS NON -SELECT BACKFILL MATERIAL SUITABLE � MATERIAL BOTTOM OF UNSUITABLE MATERIAL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF SELECT MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL 4 Any:! 9rr r Tal 1`9IR +'L C "W -11i It F°G+ NI V T1 -•.UN 1 .1 � y :x;,ll•L rr :• xFF .4:3 J.-J}i1R1 :H 1 H"JL r & 'E � V � Ax s1 -a l- •\' 1 i 1T IGT r F ^n o < Ik 1 - `i S_ ErLY:e 'cl i E-- E :R Eli- G W_ STILI moi'"L< T LCr:L _ aJn.c fir.:; - .._ ,E JE. '3•'»n T_ yr kcllN 7' tJ 11 \I Pi m. +alJ =u "I.V HE -...._ S 311E R.,_ -LL ,_b ..w .:04 IJ'•o 1: P. -TL. 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W i=HT'a-1U N r x 4:11111:•'Hnl )!1R.: r IM 11:.: rN•Ma , Y,!.n.I .:1 IIYC n TFE SINE TIx. SIM_ A a iA_ A•:_ _cST NEY r. 3 X 2 9A Yl: +`U I"N4 U c"•A !•I VI 'LLS W44.1. U L tf''gA4J: ON PTVA_-FU VP"I r'IMLL I2LM MAF III I NlL '+ Jca a rx' NL -PE Si.L BF FIGIkJ �. LLW.L+R BORiC;T 1111. 4A .'.G.RSE i LIEa off IWICAL SAVIIAKY Hoag SFVIFR SFRMC= ENGINEE3IG OEPNiiMEYT '� 2'3'!7 rL MYL caneain�m� c [ -� SOV fa :re eta ne n . I n -w rf li' ,• I -. t. r �- 11T 1�111I'•� I� S p NCNee1 oa,dJ 1 Wrw ern6 a s' rM sq- b Mtt3. 'J IFI: F (+: r, rq Rrf M O 4 en•Y' I MG 11r m <k:J Vblu Y:.0 ♦ 14 N •, NI L< 'lY avL,nF- 0, k.0 S o>Ilan-br4-,_ . -1,, n -I H ,nxlcd pn p,• .. a InAcib rtn I I.au.Jma an WD 31W21 wJ .e'Ir agL ._ In. na-„T' M 1M r N S,o b. illgae ro FP •+ III, Fn*[ •cr nl ma.:,..i: al T• Ln -*Ye 1 aneta. anon PIPE BEDDING IN GOOD SOILS clim RCP h DIP ENGIN1_3111 DEPARTMENT wys rn, 2202 F,.a�a`h11,i It ntntr°-`ar=-Me '•yarmlr. S /tj' �`,i � rJcrF , mxM•r 31 +x1 _I 6" GI ICT nnI: .. �oca ca'g1. P:£ra7Fo :rcr 4 ,�;: I. •• 4 =aro :• wroT -n: �� m .15..1 st Flo. `I L n,a.ml ray �4 ,TN: GI. tv L I, FYa:n kx, .cy tt. w ft/ er ; v Uh Aleni a M'1. rar.-1'v - 111_ il t, 1 IYMGAL ::UiLI e W�v.m aM1d r� b - IIaA'L, br 79 iJNa Aac.J"• ll 2,1 ,4 4 - fi I. N "• 5 .`,' 33 3F 14 4, 1t/ @ I1 'iG ✓/In' 11 6� � 11 Jfi bl c: ` 1 EC 7 I •Y.- rvnw F In Ytlln naJln 17 f IT 32 75 .i F;Io: .nl 1..:,,. r:. ..: : Yr • ' r�+.. '.•:� "y+ �en 3 .al 01 -_ ":AV .. .m•Il vl TWn n -r 111rL4 1iA'✓� rj•5., Ir . : [AIL .i rrv+,H Xw- n -a N M Yn x iry ?I JI% 11 .' 13 tJ 4tl i . 1: 14. r' 3t- 42- c 13 2= 28 67 11331 a1teT Y ryVN! a 1!2 �i.:1t Oa m- .w,n Y1r a_ a oi- 22 'W tia 255 62 '1R 41.' cmar • 4TY 9'r..e mr 1+ r•n Q�Qr SANITARY SEWER CIJTICE LNGINLL16NO UL!'NJ IMLNI 3102 ME ✓uL. v +le n£ T[3S MO Fi:Y CW TL+ CEYu- 3 TE 1ii3 KMLSt ,I Mc lVli FwYI I[W CU; 111 k_llN 4: R GLS E. )' lC W TS FAI i -C ?CS-1?_I Cn LiW! UE l•,14s?.wi t, ll Jar J MO rOVA IIS.L. FL I U1AIva MV0.YL.I JI UII_'AI :A V•l.i h:: CCNC VANS A,2 FC VV ILLlL. MOP I RESTRANED PIPE REQUIREMENT FOR DIP FL' n.].nsrl:siln1l ENGINEERING DErMr1EM Iwcly, '011 L. irkGO„ 1 10.1A �riAlr'`I1 uc^ � teal . HtC'i J Cn.rac Fila M. 'rn: ra merle- 'r' ai 6., l.- iffLJU Hca �. Ile rl ul Mu. if 1..u11.1Le uln N)T1` 1 'aT I,eP-rvJ�': nine;feel *01 I.12 I rc11 to enn, r. t t p+� e. nine; .:bt,: and Mei 1 ,Fd 1.0,- if :rmn your_. 'Ar gl Aa TI • [Ya Ia dela Ti,v .,n •il Lv al l,a .,1 4,11n. •L. ILII .nur.rrv. ynla if uvL , Iu1J+lAn •.e(d Jl -.. m:c-m'ntc n M YAI(: 131 iLL.,_ mYn. =1 M CSgftpM. QITOr PPE 3 -DD NC IN POOR SOILS -r0 EnGw_ERNG DFPAR-NEWT ;_22D' N::II •i t3U I HIES JNcY'd::VS mrymlq cp trp ce e Mt ,11MM IH )41(E'EFr.T i. 3J.: PCtl-I..-. TI ?I rt/ R: -.' 2. ]Fu-aHr'vC1.Q.G pM>k 1 1 • -' _ { : .. Y .- .. a• r=n. C,4IJW l.'ndlm [` 1'�r :-P .•-R Y-K'Y4 ..• IY 1' 'IT S ,' y [' f r - il .ia- J` .Y i SP Y 3 L- ti ? W S I w.a�r ylq =nj YO S i-6 T t -r .Y r+e F• 1'a 9' V -T Y_ L 1 e• •' V' 3 1'-C• r<4 E 1 d 1'•Isa Y H mb'tl 1 pY.la. ntl ti�\ 4 i. I. ,jw '.fr-�tIne�nr 9 1 A CCV C?_w SFAL EE r CITIIti M I -- .,Imp - -1•• ,Eh. p,�� ry Nif! Ealxi CONCRETE THRUST BLOCKING aellzmEsa ELGIN=EKING OEaMTMEHT "m 1002 m .acle 11 --YF 'us:;T.VL / 11 1, `, I - , "A: .Y.l lP NY 01, 4 f,r r'rTt I'M ipJ ': rft f. sN<TF3 tlN ¢ 1,111, P. �n �AFIIPNT' "Ll Ll vv GPaH„ SAN AP' SE\t:'ER SEFV C- ,^\VE(,T)R ?E AI_ M?vCTE row 35e) tN MG4Y I L1J n_' II J l vl''6 LL J! 1!3 vn-a 1. W i=HT'a-1U N r x 4:11111:•'Hnl )!1R.: r IM 11:.: rN•Ma , Y,!.n.I .:1 IIYC n TFE SINE TIx. SIM_ A a iA_ A•:_ _cST NEY r. 3 X 2 9A Yl: +`U I"N4 U c"•A !•I VI 'LLS W44.1. U L tf''gA4J: ON PTVA_-FU VP"I r'IMLL I2LM MAF III I NlL '+ Jca a rx' NL -PE Si.L BF FIGIkJ �. LLW.L+R BORiC;T 1111. 4A .'.G.RSE i LIEa off IWICAL SAVIIAKY Hoag SFVIFR SFRMC= ENGINEE3IG OEPNiiMEYT '� 2'3'!7 rL MYL caneain�m� c [ -� SOV fa :re eta ne n . I n -w rf li' ,• I -. t. r �- 11T 1�111I'•� I� S p NCNee1 oa,dJ 1 Wrw ern6 a s' rM sq- b Mtt3. 'J IFI: F (+: r, rq Rrf M O 4 en•Y' I MG 11r m <k:J Vblu Y:.0 ♦ 14 N •, NI L< 'lY avL,nF- 0, k.0 S o>Ilan-br4-,_ . -1,, n -I H ,nxlcd pn p,• .. a InAcib rtn I I.au.Jma an WD 31W21 wJ .e'Ir agL ._ In. na-„T' M 1M r N S,o b. illgae ro FP •+ III, Fn*[ •cr nl ma.:,..i: al T• Ln -*Ye 1 aneta. anon PIPE BEDDING IN GOOD SOILS clim RCP h DIP ENGIN1_3111 DEPARTMENT wys rn, 2202 F,.a�a`h11,i It ntntr°-`ar=-Me '•yarmlr. S /tj' �`,i � rJcrF , mxM•r 31 +x1 _I 6" GI ICT nnI: .. �oca ca'g1. P:£ra7Fo :rcr 4 ,�;: I. •• 4 =aro :• wroT -n: �� m .15..1 st Flo. `I L n,a.ml ray �4 ,TN: GI. tv L I, FYa:n kx, .cy tt. w ft/ er ; v Uh Aleni a M'1. rar.-1'v - 111_ il t, 1 IYMGAL ::UiLI e W�v.m aM1d r� b - IIaA'L, br JfJ• iJNa Aac.J"• wel ,4 4 - J>iY>.o mra ! . "• .I ine- rM<4i ;vaY i • Tr ! CURB X 'S,anK CONSTRUCTION '_5 ILS. ti ✓/In' AT : 0.TCi flA51N ItP31:11 ,u LNGINLLHINGUWNJIML I r "--: S'06 ENCF US I _• HY•FT.T mwt f!gLI•e] ei, 1?$ V. t- Pvc- F.baY Yc C.'+k hc. i Slrvll r MF irM 41-n: Kn-1> •t ad Ar'n G' cl 1'. ]:a'aa ' Ti, .Iw.nw rfun T rNn r1'T,c -:+IrA r Iota It U tc n Hol S, p� LL <1' al 1 fr.624 Fodi,I 3 4 1 Aj y Ib `1 1V31 p t m 311o1m.-n,. - nca� iA-Oak HC V3'A2 2T ' WOO U Am L 1 11' i 5W i'lLH 21 a 4 M N' .Ilpe. + w f i H.fAn 'A' of N Hrs S. c ,k .Fre v M x m+ . 1 it wSt3 VS 4 abo, .Y 1'E :r .9Y'Lf 'n IR'' 3: I '.-.t+l h.,.I rJ E.LA..: I'. �• 'I Fia 11.. An,'.. rn 'In flx'n M1•: 1 Iv' lyArt^ ^-n Tr.. rxed UbV :.o c•ah Na r>a18 Wr Y':nw\, iRa[1kmlNq:a n;:d•.,e Jade e mU-wr]pM-'ae.,. MMN ..arbx l.1n FAN Mra .v ,H n. l f f My y TYPICAI ;ATF VAI VF O AND BOX INSTAI IAT ON IoVV,Vi. ENGINEER VG CEPARIMENT nraE as lOOB V_ YMIL'J � Y NRo -- -.r 1 1 1 X Y' 11 Y.111 y YrtYa:f L ,1r l!' i!t mn,l lrnyv. me rB NF 1d . `. r M' Yt•. ''F -Y' ,fSa •k Ye(+tt re '' 1.1 pmt ll fu r` 1 1 x.•t we :. a JN-«: NCr Gabr::Cl IR a- Tr nel, li tl evf,R• i= ->: A:tzt F e J :r9 iT1e T•l d, kart a d' tent/ cera (Pace '>:' Waal q > v.: J nr,T. �f a.1 J1i4. J r M' I.J Iv n•T- 31,s u - a P LIT. Uloe".1 R,fd w i rr c.e FI) m) cit- (an Am, u F,Js v +uA £O ..I M a7Mtc 1,t nl vn Ae e Frn et RTI* t lerc h.I y n=n1 I, ...' Miff SANITARY SERMCE RSER (GREATER THAK 18' DEEP) >F es_Na zs cod EFIG9EERING CEPARTMEN- " 2002 `J , f-itt -..one .Cr4.V' nl aG,a zr. e, Y.: ..1.. ,nt, d 6. . W- w you erµ -.,ir Mq ktl Cf. IIM1+Ye f MIc' i11Y`nAltn.11 nn TWvk1 Me. Ce rMy,N^•': YX, YN'1 .T1fp.'H x f+ rt,raw,iy,ela P.Y ]]np vi a L,YJ J 40aM Otit WIjKlu t.r Vn Mlr IL]F ,,r ICY W. - 1-' 1 0..-¢ : 3 vXx. vd cro : 1 :df c - w P Qri OF I PIPE HF 1) NG FOR r.Vi.C. PIPE 2203 ,irN± �f'[•Ili(�-MCN' S �fi c• kF:FP ��''�,iy4 Attryt i - Ji ,•I F1%.`. His +I+L !+e Rpw 11WIrJ GLiff LI?F I M WWI' 1% III :'� H 1` , t..., 11.1: Il X' I!.1' ,r• IL' •J I..a L' C_J LCf a5 l= YStA hRAn iE' Tr. 4?' S :C .m . •' 1.1.x P 9(1.:3: 111i i• A•(5 ,r r• m a -(w J 10-t enbl: 11•c 'a u:-c-Nmtd'i 1.80.1 >c_ L .� I rPrksr f �a:W3 ns `.FUJI 5401.1'. S'C-GV A k ` Qv.wU. rsTNIc 1 .4 _... -•<+ yaV,lcr ftla (YFCa" SSSLLb' RTC Mff HIP HAP mum= CFTAII n4'n�a-m EF_:INEETUNG CE'ARTMENT�3107 ,NIIR�IVI,��IYI'- I .I1� I -E5 1 I i t r1^ I i•'N I 1 I I C [1 F rl IJo,a IhT^. IVR 1.:3L 16:.IX M1 U W H NIJ IIJlp I:] illµ VM1 ^ Irvnanl r a.; I r 1`I I I I� PFTq =' YI: VI l: `ml' I Mans T� u. 2 in nei n2 lll4tL T> le.. A,b y'II ,!•xl'.< iim: n , •vhY1.=a. rkuu.FT, f 1, 1 e TYPICAL MEGALUO Mum _OC.4TIOIt IMXn}ea ENGIYERNG JE'WIIENIr nav XP' 1CC9 LSJ is nla.r„ a,J x„•.i+, P rp ;Sa - c• 2 'ri mf„ Y.T R of ra nXfey pt tre, be N...,- 9•L 'L' in 9,1 ba v h-rrxi Via. ICn .In w r i,, TI- mr b LI LYY4 In L a w -tr.1th. 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MSC 1 .W ?a, aced : ,ern W'e,) p'e bo Am1:tW Y " rtalx i r ,- lr:dl C,am _+,v, .. III,... -:Ins It 1L a, .4y +ir i1,11 4, 1L1 L bq L1 eM x;cx•t.L . :o rrk+:Fren. MIN I FLARED END SECTION mmm PJS t: ¢Pa•1- ENGINEERING ........T RPv -c-.'.I I ti :.iNl rv.4r_ MGi 1 1M1 A F M.n ':<NS:T6T :IY.'N •_ 'L UYa d• IiLA )N :CilYklt F w'IVLNa. t:xis NG 1 ,Cal x A"t al - IJ IJt 4 - x+143!, fyi 'FACS' •1 r:v I ATEiY.>_, +FC w -g, +601`10 1> ,v .Pc'E ci A194.ZRE. Orr CONCRETE SII)F'NAI K cNan:1-m FH'W FFRIN' )FPAmr" m- u Nil-" 5214 311-x_[' fey oair; 'a NaXrm 31 +x1 _I 6" GI ICT nnI: ,nl I.I _ ffiiW 3'1 Yn In b ted of a •: c -Y1';. la' gt9M •• 4 =aro :• wroT -n: �� .M1al Iro 3 VL .IL a Iw .15..1 st Flo. txbt Y a'aRl o- <I n-.-'- .rn rN tIY rAH.x L I, ii, Inia s pa '-lr"o..1. tt. w ft/ er ; Iia vu N'I- .tacu.p.%art. M DLAN IYMGAL ::UiLI I:mc,Mw- err , p•d -n.a clav .. r-iu, uh am t\ I € a, pflry 4l� L a .v.,. >� i� v-• n' rr•Nn IfIFf ILII Wr4 'n:b \ 1, A Lu \ a P LI -inn N2 y' M"ON+1 '1 Sf S J r W'Mr ( �j ml jtJ aF fa�TF'1aJT .?=trine: >td e W + _A, I.,ae rndi LM :,LICc. ISI :. .)LJ Nc `q1 and H m x r del .. Li S `Q 6n -n Ve-M1rn V vend aura c•L pvY ,W_ 15 Yin 4jI- Jq. I -G. MIR STORM S-WER CATCH BASN IO 2' X S HECIANOULAK ALwn [ ,v ENGINEERING D:FARTMEN Fula a 3101 XIs w.e::::• C mzsF]lol S:•e :.y +bb Hu JIOi ler rp•up ales- Te l' a nhe _f,x ,I- 2/.Irl .i' .Y iV .. - :d-.- af [ pa ItiI;MI I(1:: 4T. MSC 1 .W ?a, aced : ,ern W'e,) p'e bo Am1:tW Y " rtalx i r ,- lr:dl C,am _+,v, .. III,... -:Ins It 1L a, .4y +ir i1,11 4, 1L1 L bq L1 eM x;cx•t.L . :o rrk+:Fren. 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Ll I I..ra :1'alry: OM f- Ui6F . ,•A Yrv'rce M tM� WII OP IYMGAL ::UiLI (,® AND GLTTER EWGINEERV.G DpAATMENT XA 5203 rra\Xam H5a W1: -� I r - 1 riaRC->�I[ILR J •V, '\ suYl; r Inc, tL a i „d.° L M N ,"Par.".F CL•iX:NA RAID In 44-11 Ir1 HYJ µLa 'r 4 d `b,1 sl. Na, r f -Vx C2!-1 nq'L.iL5Jl't ]'i J: i• Tri-vJ-,niL' 1„1 a a n Xa wr J') M!, t V1aW Mr aL'r l n Y lv TY 1Po t W l! JM MI1,f '-IN[r " f1 - f r-R9k ♦ .n y I T M I .. mI,N 1ZT IM1T :i i'`la RJ tR. Ili AY - 'IrL t " -Y LN YIW LI :ML nil Y•1 pRUL I{- IF SrEL a4r tAJli.-•1 NSV11411 LR'Q iL .Y wn Frv- 1L E 9N-3,.1 <Tt fanl41; - A f .CM:i•M' Lai ° a TIN VWI u : nL.M =OZ m, a'1 A Lw 41R> w J-ilyI L . X: u. 1L7l,J, µ_NC'."D CCiE` v:s. nLYJ ¢ Fx W D-TL1 :i fitlrC rlrt '.N=a T Ti e=EE n r 1I DQ��rY��p1pp PEDESTRIAN GY�IDs11�D CURH RAMP r_y FNGWFrFtING GFPARTMFNT naE +a: 5215 Nt NNnw D- E EiTPx 3PF `l 3C A (, V r iii cn W v :1I'I�\r IIS v) �f _� 17. Ll I I..ra :1'alry: OM [+m., r. ry ear"R, •s -Y �A]-v IT AK Ct' ,,-,',IFR 3 eala u 1 p Wfi w X W • it ; •.�+. .. -f 'rF , rY,1y. In YNiL Cn• Z 4 - M r7 N Fr:Tll`IJ :, A "• M)NN1E ttlEr ,£'IT r 0 \ L, '_5 ILS. ti Jr WZ \S 71. 2 N O N m 6F "'1r' • il:x: _Js U" /' 14C.:36 a• %0.S' USu 9' - a. [AIL ry Ititi .•IU 'J L NL: A{ U. JV Z 11' tl rf cart 1 S. P" Ni Sq i` 11. SA +` Lu BG -+ ♦ IID ry .Yid LTi O + � \ • W.: :q A •l, >tl + -d- CiiIQP MAViOLE O ]V� Tor SLAB rs n•.c :�. <.r .,%ane: ENGINEERING DEPAR'lli rvA-1'cY 2108 wric fiesee (, V r cn W v v) �f _� 17. Ll I I..ra :1'alry: OM r, Fr+,I •s -Y �A]-v (n W 3 17 Wfi w X W 14- , rY,1y. In Li W Z N M r7 N "• In a A N r 0 \ L, Jr WZ \S rn 00 N O N m • U � III iliae'maa sa_va [AIL 3 -,IH 1,•- L!�' O _L:1LN1 W-(; A 2 am= TYPICrU 7Y EIIAMF-FR µDW= CATCi 3A.SN LVU NLLNING DWA'<INtNI tat of 31 U3 311[.1 L'\lltm\Ja]] DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881D PROJECT NO. 22881 711 (, V cn W v) _� O_ I..ra :1'alry: OM r, Fr+,I W (n W 17 TTI /•LI w X W 14- - Li W Z N M r7 N _ In a ■� N W 0 \ L, Jr WZ \S rn 00 N O N m U III z= III O x Z � LV_ fl) Lu Z1 N -d- W O w GO 714 w U a)) Z Z 3 W z Jo 0 0- N CL DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881D PROJECT NO. 22881 711 (, M 1.10 W �Z O_ I..ra :1'alry: < Li r, Fr+,I W (n W Z z TTI /•LI aO� X W Li W 4 r' w M r7 N _ In a I'QaJm:I W �anFnn� \ L, V) V7 WZ C) �rC�� O U z= W0 fl) DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881D PROJECT NO. 22881 711 19 411 � ;nomry F c h l,titi+ N a. ` Academy Ave `c J y = Park 3t c N/; �� „c, � ,� Gabin in F �ZoA ro Murra 00 47 '✓" ica� i r - ..: SITE a Cro � Pf" _y y Reid Park g A Rd f m Pinehhu+st t.1r tL � C' Kell FilM E IV, LEGEND G BUILDINGS 0 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE EXISTING GRAVEL SURFACE EXISTING TREES EXISTING SOIL BORING ____"____________________________________________________= EXISTING CURB ---------- EXISTING CONTOUR EXISTING WATERMAIN E - EXISTING SANITARY SEWER > >—- EXISTING STORM SEWER EXISTING OVERHEAD POWER LINE/POWER POLES PROPOSED CONCRETE CURB PROPOSED CONCRETE SURFACE d 900.0 FFE FINISHED FLOOR ELEVATION 1000 PROPOSED CONTOUR PROPOSED STORM SEWER —i— PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED SEED & MnDOT CATEGORY 3 EROSION CONTROL BLANKET PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED SILT FENCE µ»--..................................•••••• PROPOSED SILT FENCE PROPOSED WIMCO BEEHIVE HOME CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS FOR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 S C- BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA - PROJECT ENGINEER WILLIAM NLDE - MPCA (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) (651)-757-2825 (0) INDEX TITLE SHEET EXISTING CONDITIONS SITE INFORMATION EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL PLAN FINAL GRADING & DRAINAGE PLAN FINAL TREE PRESERVATION PLAN / FINAL LANDSCAPE PLAN \ FINAL UTILITY PLAN FINAL SANITARY SEWER & WATERMAIN CONSTRUCTION FINAL STORM SEWER %;JNSTRUCTION PAVING & DIMENSIONING PLAN / DETAIL SHEET / TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 N SCALE IN FEET 0 60 90 120 1 inch = 60 feet Cl C2 C3-C4 C5 C6 C7 C8 -A C8 -B C9 -A C9 -B C9 -C C10 C11 v M z� W � Z o�E � cn O V) �y W O M Z _Z ^ x M to W U-) w � N W N W N - Z:) cD WaE V) J O } WU c{� V� 00 o� N N U M O� • LLJ �W Z Z=� o coW �cc C W Cn E� r; Z ccw CD Z v M z� W � Z o�E �o O V) �y W w X Z _Z ^ x o o W irM O Z W N V<) N W N W 2 Z D V) WaE NN� } WU o� U DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 TS PROJECT NO. 22881 Cl no F- K-\ T\/ /11\I� V L_ I V I I\ I I \J I V L_ v I\ \J I I V \7 I SAN. M.H.--- \' A RIM=980.01 \ \\ INV.=967.29 ��`• \��\ ry M•tB'S k/.41 \ \ \ V �-ST. C.B. M.H.T`\ RIM=994.31 9dINQ9 g� A \ \ \ I UV L_L/I 11 0-v� \i *--- 18' F.E.S \ �NdLa\\ \ \$ 11 1 U5 _ a ,� f II I O � O \ / 1 D 00 Ito ti 1WqT 01 r-978 980_ Noy / �982` \ \ z�-- kT. C.B. M.H. y _ N\ \ a RIM -9745 / \ n l(3 �j I f 10. \3 � �•�:,.,\,c[� a � I INV�967.35 I \DC�� c ... \tet f _ :..��° WATER M= 99 73 ' ADO J I SHED f / J I f SAN. M. 1 to I t RIM=99}//.42 tO O %I 1 W.INV. 98 ..12 \ \ I /1T u �tp �+ v ` I ! ^� SE.IN 387.72 1 NmmI -' ST. C.B. t I \ E \ \ TC=1010.99 FL=1010.48 N8t'11'22"W I- 40.00_ ✓ / ; f °a 'O �f 1 1f'�•1 1 LJ ra Q / 30. 3.0*i t wsnNc/ HOUSE i L (a 10.2 lN G 4.0 4.0 _ I 0` -- o il� / ------- 58.4 ----- ., c \ \� GARAGE, I \ J /110IA j i II 4ulob I 10/ 1 / DRAINAGE AND UTILItY EASMENT PERS ` / �,' e � - •' • ' I e PLAT REEDS ORCHARD RIDGE V I ' 36" r SJ 110 /\ L—--!(,�'� i----- -- 00p\7°p 80.143.90�S89°33'49 R0,291 32 n 4 C ��/� \ _..I1 \ ST. C.B. A------ �` v` RIM=1014. 3 r / E.INV.=1009.93 l 0 NW.IN\/ =11009.06 1 /- _ 1020 STATE HIGHWAY NO. 7 CALL 48 HOURS BEFORE YOU [ TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota N NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON TIIE WEST LINE OF OL-ILOT B, REEDS ORCHARD RIDGE TU HAVE AN ASSL1i II;D BEARING OF N 02`59'13" E. THIS SURVEY" HAS BEEN PREPARED BASED ON A TITLE CONDAIT'NIENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 120837, DATED EFFECTIVE JUNE 15, 2012, AT 8:00 A.M. ONLY EASEMENTS WHICH APPEAR IN EXCEPTIONS OF THIS TITLE COX mT1VIF,NT HAVE BEEN SHOWN AS A PARI OF THIS SURVEY. THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON- SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT AND+OR GOPHER STATE ONE CALL. THE NATIONAL FLOOD BvTSITRA\TCF PROGRAM, FLOOD INSURANCE RATE MAP, COMMtTNIITY PANEL NO. 270051 0005 B, EFFECTIVE DATE JULY 2, 1979 CLASSIFIES THIS PROPERTY TO BE WITTIIN ZONE C (AREA OF N4INiMAI. FLOODING). THIS DETERMINATION IS BASED ON A SCALED LOCATION ON SAID FLOOD INSURANCE NIAP. F SITE I — — a N e< i SEC. 4 \ T. 116 R. 23 VICINI T;�- AP NO SCALE 'we'M M81 M LIN 11711469k1 n6`ii 0:11>1I BENCHMARK: TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEVATION = 1007.80 FEET OVERALL, GROSS AREA = 91,584 SQUARE, FEET OR 2.102 ACRES ADDRESS OF THIS PROPERTY IS 6330 HAZELTINE BLVD. EXCELSIOR, MN 55331 PID NUMBER = 257940020 SCALE IN FEET 0 30 60 90 1 inch = 30 feet T.RQVNp O IRON SET • IRON FOUND ® FIBER OPTIC VAULT MAIL BOX Y1 POST INDICATOR VALVE 0 POWER POLE x( LIGHT POLE 92 GAS METER © ELECTRIC METER D FLARED END SECTION �— GUY WIRE 111 GAS VALVE w SIGN m TELEPHONE PEDESTAL o TELEVISION PEDESTAL O MANHOLE N CATCH BASIN MANHOLE EI CATCH BASIN HYDRANT D4 GATE VALVE F.E.S. FLARED END SECTION TC TOP OF CURB FL FLOW LINE ELEVATIONS RIM TOP OF CASTING INV INVERT ELEVATION 0 DECIDUOUS TREE r CONIFEROUS TREE x ASPHALT SURFACE r .. CONCRETE SURFACE lai GRAVEL SURFACE 000----- EXISTING CONTOURS OHP OVERHEAD POWER LINE 0 o SANITARY SEWER o STORM SEWER WATER MAIN AHP—OHP— OVERHEAD POWER LINE \ TREE LINE N SCALE IN FEET 0 30 60 90 mm 1 inch = 30 feet ■ ° o w E 0 p c o 0- 0�v V2 a N 20005oo C0-:5'6 0 M _o�mmcCo E d d °o 2 T y y C J a 0 a°��pw w m � Z N ■ r_ N La 00 rn 00 r� v% M N rn W W x Z_ N lai W NCq o V♦ \ C" in 00 E W U Co Cc z L;_i z N d E ° o w E 0 p c o 0- 0�v V2 a u 20005oo C0-:5'6 0 �°� _o�mmcCo E d °o 2 T y y C J a 0 a°��pw yd�a�iv'o+a m M M w z C)z� 5z s OF 1--I o 0 1--1 1_11)w A as w U zzz OW C)"'M w UL"ww 04 (n ~ C� U1 E a _ V) z 03 U= c� w z= w o M DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881EXC PROJECT NO. 22881 C2 r AWI a„15mt a' � � .. t G i.y 6 sr "( a a "ve6_l � � 6 .w Yrs„ x<,m ix r i .a' T:" xn" r"' � ..�. ' M _ 4? �.,.� ,"� d' .-,� -.� "' y;..#a:• v. e=.'- ffir a ,„ a..'ff r ., t;ys x YS ,.'a.. { t e"a:. '�:.. P ■ s„*�.. � ,$' �,•'a.��, .�^,.x,... g{ ).x'` mt n x '!�, • a � ke. :. &A , 3 n t I"a xX ra I� W r M' 01$A 'a :d. t Yp 5 i :y t. 64• R'., ..:� J °'4. pw , r " � w ear. _ m r ♦ a,:.i ¢ �.. ! � " � `�� •� � S -. a $ A � ' ` Y 11 N ygx � #'°3'0€ r � *�saT Y r, { 1a ,a a r �!. r k a � e x M! ■ �,-,. vel, q a i. qxA a tie # + i as i(Z_m a mak, S 117- rf �INN16.1�'�a.t�Es 'Jr "• 'r IP)v $ Y �x %a ow .- qkAryr5�®E g % .? t 5 y � a i r �.. ' �� :i= u v�'�'•xi'w .„ Hr '4^ �mr s "e g Ir . 5 . g Z,w•� %J y x r ' ��l�•� �A 1 An r' 44 � ,�' 'fir-` ,�` fir' t, ' � „,• �+, r I .:LV F_1,4RI I L/IVL_ \ I I (\T —<—�U. KH. ST. G.B. 11x1. \SIUIV.KN.18 lure-NssY USGS MAP SOILS MAP, o SCALE IN FEET SCALE IN FEET 0 50 100 0 0 800 1600 2400 1 inch = 50 feet I' 1 inch = 600 feet , 00L00 150 DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 E M C T O v « Q � A0001 00 r N W « qg M mN 3 o a a°'i o00 W Lo m m v N� N w Z N Co Z C> 0 C C J U O � 0w O O S 00 a U 0 0 0 o� N r V / m Qi /�• W LLJ o o W Z Q U W W } O Z � � m W O C"i Ln W0 � N U Z � w J o Z Lo N d DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 E M C T O v « Q � A0001 00 r ooEo°o a Nam 0 W « 5Z Z6 mN 3 o a a°'i o00 y0ooa± U O E-1 m m CJ E �L� N w X `oE.>yu Z C> 0 C C J U O � 0w W O z C) a U 0 0 0 o� r ww M a owin o DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 (, M z" W z 5Z o �o O E-1 to w Z N w X Z O W z C) r ww M a Z v) W Z Q U W W } O �1 m rj z= W0 M DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 % / % 1. 3STING DRAINAGE - T =2.48 AC. I m s- sst STORMWATER RATE SUMMARY STORM EVENT EXISTING PROPOSED 2 YEAR 0.96 cfs 0.69 cfs 10 YEAR 3.67 cfs 2.87 cfs 100 YEAR 7.80 cfs 6.15 cfs I . LVLIV F 1\ I I \JIVL_ vR\/.:.;11 V\7 MFS �O.M o,� .a»22 FS j 1 rW' �I �, iL_V vl\ I .4, ,-ST. CA WL I ;� �' 1 , T = 2.48 AC. SCALE IN FEET 0 50 100 150 1 inch = 50 feet E d e , ° 5 0 a.E or ° 20.9c c O y d r y a cay o C� c U , dU ark � OU N MJ N O otr V N w Z o 5z L0 � � 00� �o Oto w� �W Z X z Q Lil poZM Ll r W 1 aZ U) Z W a U } m O Z w� M DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 V N O M W � � Z N CO ■� N � I O S 00 N = CV M ■ LIJ W O X Z La< Z Z (n CO LIJ Cn E UJ U Lo c Z CD 4 O CD Z Ln d E d e , ° 5 0 a.E or ° 20.9c c O y d r y a cay o C� c U , dU ark � OU N MJ N O otr V N w Z o 5z L0 � � 00� �o Oto w� �W Z X z Q Lil poZM Ll r W 1 aZ U) Z W a U } m O Z w� M DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS PATH STAND PIPE DIMET a. SEED : MzIDOT SEED MIX #250 AT A RATE OF 70 LBS/ACRE. (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE It. FERTILIZER : 22-5-10 80% W.I.N. 0% CL AT A RATE OF 350 LBS.ACRE. RESPONSIBILITY REQUIREMENTS VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)), PART as BMITTuc NE APlucdnaN PERMANENT PONDS 2. POND SEED & MULCH (MIN. 6" TOPSOIL). &APP ICAnONun DURATON TIP COWRAGE 1. TEMPORARY MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. OWNER WILL HAVE RESPONSIBILITY FOR LONG h. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. PIPE c. MULCH : MaDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. 5.ChOn of Covera Far construction projects Men the other or for chm ., e.. m Orsi sinal dews er "Is ortime of the qe w 0 Itt Dace p( 9• 9 ro D 2. HYDROSPREAD MnDOT TYPE 8 HYDRAULIC SOIL STABILIZER WATER MANAGEMENT SYSTEM. to wrbw hamMune•rs d salla the entire site to a now owner : a. HYDRAULIC SOIL STABILIZER MnDOT TYPE B AT A RATE OF 350 LHS L000 / a. SEED MnDOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE. ..property a. arynal awn« anal Provide a copy or Me <amga• notice of loan required h part ILC2.p) mmepermit GALLONS OF SLURRY IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. to the new wmnIX. Me atginal/curtmt ower elm woNde a $NPPP to lb new wnIX and wpemlar toot spedifieary omreaaes this to mass. a new operator the fic a w. > remaining construction octiri Nob: Me notice of lerminatbn/pmmit modification form Impacts, the aubdlabretr n ginotion, permit Is WATER 875 GALLONS/1000 GALLONS OF SLURRY. / RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THATTHE Ironal«/mmif tion and notice of bormirmtim 1. (SEASONAL) 3. TEMPORARY SEED &MULCH SEASONAL It. FERTILIZER 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. Wer catharsis Signed Dermis mod coup portion (Permit mmI gcptimE nclude SubMaion b. Ire new Owner or atm when submit a awn bt and ifi e. SEED MztDOT SEED MIX 8150 AT A RATE OF 40 LBS/ACRE. CONTRACTOR : rpiahalion w pmma tronfw) of IM frolics of termination/pewit modification farm to M• MICA prior to can racing <matN<tbn .CtMt on ate Or » tat« Man sewn ] ea after tram ownershl of Incproperty. Me naw Prmat a am r able far y n M w () p g p ••() Napa^ TONS/ACRE If. MULCH NnDOT TYPE 1 AT A NATE OF 2 TONS ACRE AND DISC ANCHORED. a. SEED : MnDOT SEED MIX #110 (SPRING) OR #10D (WINTER) AT A RATE OF 100 LBS/ACRE. Compliance xiln all !mma and Conditions Of rmd as describedtio.1b P II. pwt 8.2. c. FERTILIZER 10-10-20 AT A RATE OF 200 LBS ACRE. / C. Nan oDrotor or general nae ale ed Mei porion of eon tr the ace. iE no Sanger m WeratiMal caned or the palttb and CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 6. GENERAL NATIVE SEED & MULCH (MINIMUM 6" TOPSOIL) her an Moran Me o and operator d as mlr«tea between t Contractor to compliance with the terms and candtiana of fit 4. TEMPORARY SEED III MULCH (SPRING) gin' this anion Ma of to mina Na Wamtw wrgMerd . may tor, may Co the ora« w to a nes Wxa1w permit cav«age back pe to a. SEED MMOT SEED MIX #11D AT A RATE OF 100 LBS/ACRE. c. MULCH MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. using ion notice of fermmalion i[ motlifkatbn lam. A signature n M1 the arm. a From er g /pmm apnatu a am bol Ne owner dna Operator b reWred. TONS/ACRE b. MULCH : MrOOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED. THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS IERWNAnON OF COY£RACE c. FERTILIZER 10-10-20 AT A RATE OF 200 LBS ACRE. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA 5. TEMPORARY SEED & MULCH(WINTER)1.PKmitNee(t) POLLUTION CONTROL N.P.D.E.S. PERMIT. .bring to laminate <owunderge andthis permit pmt submits Notices or Termination (NOT) to the MPGA. CanplimCo with this e. SEED MnDOT SEED MIX #100 AT A RATE OF 100 LBS/ACRE. / THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING NOT permit b required until a NOT to Submitted. The Papittse(s) OpWpe under this psmlit Nominates at midnight m Me postmark cats of the NOT. or On the data on whine NOT as Submitted to the NPCA. b. MULCH MnD TYPE 1 ATA RATE OF 2 TONS/ACRE AND DISC ANCHORED. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED 2.tarmnstbti surf Wage ecar the c FERTILIZER 10-]0-20 ATA RATE OF 200 LBS/ACRE. IO 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. CoWoge far Me Mtin project. a. TwmAs P 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER I i NI p«mwh eel »NniN a NOT nibs 3 f Final ii II 1 ee(a) m ys ( ) P O P O da after a Stab zalim see Por! IVC. has been completed on wfime o Me 8. HYDROSPREAD SEED FERTILIZER, & MnDOT TYPE 8 HYDRAULIC SOIL STABILIZER. R STRU TED BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND ate w the Pmmitfw W alible ono al y Corp rasp b ed the site Includespermanent lion activity M1aa ban c t a. SEED : MnDOT SEED MIX #190 AT A RATE OF 10 LBS/1000 GALLONS OF SLURRY. t. far fin strmwdl« manpemMl aysmemn, the rpuiramMb far final Gemwl/manmmchca mast b Pnramud Oz requnM in Fkro1 Slcbtgmlich. er pan Ivc.z. b. FERTILIZER : 10-10-20 AT A RATE OF 50 LBS/iD00 GALLONS OF SLURRY. b. SILT FENCE & TREE PROTECTION FENCE. B. Periffir S) must Submit a NOT Within 3D dap after awing Me entire site including MOM and stdmwlr inkaetructum, and c. HYDRAULIC SOIL STABILIZERMnDOT TYPE B AT A RATE OF 350 LBS/1000 N cowne, b transferred to mother para as deafbed in Part 11.11.5.GALLONS OF SLURRY. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. o. Tennnatim or .average far a portion of the Mur• ap)ect. III. STORM WATER POND CONSTRUCTION. TRAINING REQUIREMENTS NI PermlHao(s) must Submit a NOT within Sawn (7) dap after Mfnq or otherwise legally transferring pwlims of the Nib to another party d. WATER : 875 GALIONS/1000 GALLONS OF SLURRY. STREET CONSTRUCTION. and They are no lager the owner or operota. The portbne of the ate being add to pMMar party must as In Compliance With the permit h. TEMPORARY SEED AND/OR MULCH. SITE MANAGEMENT CERTIFICATION (2014) (t.g. 41 temporary motion protection and »si ent Combat measures must be in piece). Me farm must Include sinal.. naro the 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY J. DITCH CHECK, SILT FENCE, & EROSION CONTROL original Pennittes(s) ma Cmbd Information far the new ower of the property (SEE DETAIL). c. Termination of COWS, Obtained wing a .dbdiesan registration. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION &SEDIMENT N Perms c Wag• ora Obtained using the a4mlaian roir.1-tion procex. PermittoW.) are rsWied to submit a NOT Within 30 do, after 8. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY (SEE DETAIL). TOTAL PLATTED AREA 2.10 AC. amieNng Final Staailizatbn (see Part N.G.). NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. PROTECT J.PKmiternin that up on pit Permanent Stwm mWMd w System sue tleurbetl n Part IILC5, oro prohibited an ad 9. ROCK CONSTRUCTION ENTRANCE SEE DETAIL). ( ) EXISTING IMPERVIOUS AREA 0.18 AC. until Final on a hiewal to eine a Part a. MetxrmtAms this perms unci mal Sired! in r has exn been pan of manNMng tlMo nW4ed lir• MPG antl the MPGA M1aa M Ind the Ma Submitted m she ma he MIP ERWO PROPOSED IMPERVIOUS AREA 0.88 AC. THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY inn ingwiJ submitted. IiM troolmMt nor bean amieard Tho mitt» win em a no . has If notifud in wrung within JO sen aft« lam dab nos been 30. HORIZONTAL SLOPE GRADING (SEE DETAIL). N he n the Perimg s NOT. Me Permitted nae not hears awn lire MPGA Within 30 rap Off., an Wh the required Mtd the Permitter can .WT. WHEN DIRECTED HY THE ENGINEER THE CONTRACTOR SHALL THEN tied err it Me limabame is leu Man tar yeah, i1 the NPCA detmmhw that the alternative method u b. M< Prreithe can submit a error 11. DITCH CHECKS TYPE 3-12" BIOROLL WITH MztDOT CATEGORY 3 EROSION W treatment. achieving bap morin. hwducti the dna sortation m the mernaflue nbtnm, the Pxmiln<a k not rewMaple far other permit reaWremenb that nave been ETD(S CONTROL BLANKET (SEE DETAIL). tDuringransferred . theag o-awf«fee yt aeawned In pat 111,11.5. 12. EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). PART IILSiORMWATER DISCHARGE DESIGN WOUIREMENTS D RECORO RETEN ON 13. PERIMETER SILT FENCE (SEE DETAILS). TM SVPPP (aighol w copes) Including, all changes NO R. and Inspections and maintenance records must be kept at the Sits during 14. INLET PROTECTION (SEE DETAILS). construction by the Permittee Who has Operational Control of Mal porlish of the ste.Me SWPPP can be kept in either the held office or in an on site Wile aurin, I.1 waking heart. 15. FLOATING SILT CURTAIN (SEE DETAIL) MI owner(s) must keep M• SWPPP. ding with the following notational recarea on as for three (3) years after »wniuel of the NOT as outlined in Part Y.C. This does MI include any rwande aq i aubmillol of the NOT. PERMANENT EROSION & SEDIMENTATION CONTROL METHODS 1.My other prmlls required for the project, 2.11spdde of m inai sctm and malnlMmce Conducted curky construction (see Part IV.E. Inspections and Maintenance); (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE 3.N Permanwl operation and Maintenanceagreemedla flet now been Implemented n luding all right of Coy conlr«tin cmenants and other VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). badn, requirements regarding prpelual mah[Ma«s and 4.M required ceMatbns for will, of Me Umpwary d a Permanent Slmmwler Management systems. 1. GENERAL SEED & MULCH (MIN. 6" TOPSOIL) PATH STAND PIPE DIMET a. SEED : MzIDOT SEED MIX #250 AT A RATE OF 70 LBS/ACRE. A It. FERTILIZER : 22-5-10 80% W.I.N. 0% CL AT A RATE OF 350 LBS.ACRE. RESPONSIBILITY REQUIREMENTS c. MULCH MRDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED PERMANENT PONDS 2. POND SEED & MULCH (MIN. 6" TOPSOIL). - -OUTLET ELEVATION a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS/ACRE. OWNER WILL HAVE RESPONSIBILITY FOR LONG h. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. PIPE c. MULCH : MaDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM ANTISEEPAGE COLLAR (TYP.) WATER MANAGEMENT SYSTEM. 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) a. SEED MnDOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE. CONTRACTOR WILL HAVE RESPONSIBILITY FOR b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. c. MULCH : MDDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. a w. > THE CONTRACTOR SHALL PROVIDE OF OE THE OWNER WITH A CHAIN MIN. 4. UPLAND BUFFER SEED & MULCH 6" TOPSOIL). ( ) RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THATTHE a. SEED : MnDOT SEED MIX #328 AT A RATE OF 88 LBS/ACRE. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: It. FERTILIZER 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. - c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTRACTOR : 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION BUSINESS NAME a. SEED : MnDOT SEED MIX #110 (SPRING) OR #10D (WINTER) AT A RATE OF 100 LBS/ACRE. I ORal1IiE WN.' b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. c. MULCH : MTIIK)T TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 6. GENERAL NATIVE SEED & MULCH (MINIMUM 6" TOPSOIL) CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a. SEED : MnDOT SEED MLX #350 AT A RATE OF 64.5 LBS/ACRE. gin' b. FERTILIZER : 16-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. z_ c. MULCH MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS LJ. SHOWN ON THIS SHEET. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA 1. DESCRIPTION OF CONSTRUCTION ACTIVITY. POLLUTION CONTROL N.P.D.E.S. PERMIT. BEEHIVE HOME IS A SENIOR HOUSING DEVELOPMENT ENCOMPASSING 2.10 ACRES. W v ` THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING NOT ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL BE INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED Z DURATION OF USE. 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER WHICH MAY INCLUDE SILT FENCE, SEDIMENTATION AND SPECIFICATIONS,TEMPORARY CONSTRUCTION IS IN PROGRESS. STRU TED BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND n SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. a. ROCK CONSTRUCTION ENTRANCES. b. SILT FENCE & TREE PROTECTION FENCE. c. EXISTING INLET PROTECTION. N IL TEMPORARY CULVERTS. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. � III. STORM WATER POND CONSTRUCTION. TRAINING REQUIREMENTS g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND f 1 F+i STREET CONSTRUCTION. JOEL COOPER, P.E. h. TEMPORARY SEED AND/OR MULCH. SITE MANAGEMENT CERTIFICATION (2014) L HORIZONTAL SLOPE GRADING. UNIVERSITY OF MINNESOTA J. DITCH CHECK, SILT FENCE, & EROSION CONTROL INSTRUCTORS LEO HOLM & DWAYNE STENLUND BLANKET. IS. PERMANENT SEED AND MULCH AND/OR SOD. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION &SEDIMENT DEVELOPMENT SUMMARY CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS TOTAL PLATTED AREA 2.10 AC. AND IMPLEMENT ANY ADDITIONAL EROSION &SEDIMENT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. PROTECT TOTAL DISTURBED AREA 7.75 AC. EXISTING IMPERVIOUS AREA 0.18 AC. 5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY ERWO PROPOSED IMPERVIOUS AREA 0.88 AC. THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALtBD FOR ON THESE N PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED HY THE ENGINEER THE CONTRACTOR SHALL THEN PROPOSED EROSION/SEDIMENT CONTROL QUANTITIES NPDES REQUIREMENTS PART IV. CONSTRUCTION ACTIMW REQUIREMENTS A. STnfal WAIFR pq IN11nN pRF1FNTNlN PI aN The Parmitt s must Implement Me SWPPP and the rc mmenls 01 this rt, Me RMPA Identified b Me SWPIP ons in this xrmt haat be tie()W os P eel«tee, Installed. and maintained n an Opprwriale and mtiMr Naccordanaccordancencal manner :accordanceWithmanufacturerewnmanufacturer Specifications and accepted engineering puclkae. B. EROSION MEAN ROM PRACTICES I.TM1e Parin e(e) must Plan for and implement appropriate construction Phasing, eegelaliw buffer striPa nwizMld sopa grmng, am other maluctbn pr«ti<ee that minimize wosbn. we that the nepsption and maintenance faqurMlMla of Pan IVE. are carnpted with. me location of areas not to be disunited ..at be Wheaton!(e.g. with ra n n 1 sldg», whish, a t f»os etc. fe the dptl rnenl site before work gin 9 ) Op begin. 2..0 I In at areas must be stabilized aS 900n W peirnme IO limit .Oil erosion y t a0 le.e b(M Ihaa 19 day! t, d me L himild gin aptly in(e Wriron of the site nor 1piles, y a permanently taaeM. IS ndIX O piled) as the elypihOnl aim, daY a organic componentslots (e.g., clean w rld...[e stockpiles, eNrr this]tW LMIXeb al«t lles,mus 9Co Comply with am me carr8lru<IW m» COOIDMMIa Of fonds pmkinq Iota ane similar wrfowa we empar nom Win roWrsmwl bel meal LomgY NN Port IV.C.S. S.Tb norma wetted perimeter th my temporary w prpmat drainage0li eaten w sorb that property oral« from My portion of the cmr,a had at< or dura water. around the alta. must b aIaDIal f Whin t lined 1 From the r art ed nn Iran lire ".. r d No Int Net D W Dw 0 E o r a. rge wrlm of M remaining , of s foal 200 lined) fat must ne can let r mod 24 awns alter connector,to a a, art water. am o M Stabilization of Ns constr Ilona of an temporary di nest pinch w awlee must baro mp whin 19 de oiler cher Or to 9 par Y P Y permanent tie rap ys g 0 orf/ace t am and [onalNcl'ron b that nna of sine dim has lap awn s ned kl tcSud. Tem w O! permanent ditches a pd D Permanently Dor Y Y e.aleS toot are being uW sue a .Mimst e1.nmmt eplam (wife Properly deigned rock dace chicks, bb raps sill does We.) m not need t0 be amu iltzbe. Theo areas must De slablllzaa rithn m ff, alta no longr being uwtl r 0 Wmmt cmlanmmt far. l.Pipe article must be done. with temporary Or p«mmenl Merry da•ipaliw wlM1n 24 nava attar cownectim to o wrlow wtar. C. � argMFNT C? NTROI PRACTICES tsedmwl centra h oa P practices cticMesI mrust m Sediment from Mlwing Surface water including curb and tier Systems and storm sex'rinlets. ditch and sediment bine that ora des t of a on' m tmaloon (erg.dii<u with rock Cotter Ss) require Sedimnt Contra practical only M appropriate far ato condlipnl. b.lt the tlaw gradient treatment System b aeedwdea addtlawl upgradient »tllm»l cwtml practices w redundant 8I must be Violated to alimhab the cWMoadn and the SNTPP must be amMded to itlMti theme d ditional racticam w required in Part IPA.{ a. 9. h t a D through a c l wOsr h Brock, fM1rot r s and minimize fila and/or gmli», Indra yell be no unackM slope IMyN of gnaw than 75 1»t Iw SbDes with a aade of 3:1 w aleepIX.'n 2.SMmart centra pr«ticea must b etablishM m all down yhadient parMat«s "Fara any upwmisnt land dietwbing aMilba Capin. Mex p!«lice. Nall roman in pipes until Find SIODilizal'an has been established In a<carca«e with Part V.G.I Iffe timing of the tnalalbtian of aeammt Chitral practices may be adpftW to a«wnmmale anal -term ddidCWa such »dewing w grubbing. or e.g.Wof eMidee Any sgwl-tam «lily must b efnpleted ON quickly as passible and the Wmwt control wactipme must be installedmmmbtel after the sclWhy b canplated. Hawewr, aedknenl control practices must be inalallM term. in. neat Precipitation aYMI own if the adlNly 1. MI Comdata 4.AII storm dram Intel• mu.t be wdt.dM by Wproprate BAPS during construction until ON sources with potential for disharging to the inlet hoe been alrWikM. Inlet protection may be ren owed for a particular net it a fpea is wlely concern (.!reel Bromng/neezirg) has been identified and Me P•nnittee(S) how rweiwd written c fen nO ce Nan the Yrisdictioal authority (e.g. city/aunty/towship/MrOOT engineer) Wifyng the nue fair remwvsl. Me written eslrespmdesw must be documented In the SWPFIP or awibble Within 72 poem upon request. MTM wilted carenpmdM« can not be Obtained in a timely manner, the apecfine net protection Can be removed to alleviate the immediate merely concern. How•eer, efforts to obtain written corrwpMtlMce must be dcmmeated In the SWOOP am available within 72 run upon reran•!. Permission to remow inlet protection bar an a spedific safely scheme must stns b Calcined from the yriedkaimal authority wftf n 30 dap of manowl. S.Tempaary add slawtpibx must haw til lends or other effeetiw s•eiment Controls, and cannot be paced in Surface waters ncluding •lermwter ronapncee sum a, CoA and guitar mhos, or conduits and ditches unless them b o bVoss In piece for Ne sbrmwa[er. e.Vehidv backing of sediment from the construction Sita (or Onto streets within the nits) must b mininnimel by BMft such as etas pods, Common. Or Niel myth monks, or eWluawl S OMS. Street S."N .all b dead It arch BMP. amnot adequate to prevent femmeni from bin, muckmal onto the cineol (sae Part IV.E.s.d.). ).The Pemlillu m«I hotels temporary w llmenblpn basins yt 1pdired in Part M.B. at Mie permit. TEMPORARY SEDIMENTATION BASIN PATH STAND PIPE DIMET 6" PVC PERFORATED A STANDPIPE W/FILTER (0) FABRIC EMERGENCY SPILLWAY CREST (RIP RAP OR EROSION CONTROL BLANKET) N\) - -OUTLET ELEVATION PROPOSED 12" NOPE STORAGE PIPE VOLUME 3 CY CL3 RIP RAP ANTISEEPAGE COLLAR (TYP.) A CAP SKIMMER(EG. 5 GALLON BUCKET) TO BE BOLTED TO THE PERFORATED RISER PIPI STAND PIPE DETAIL PERFORATED STANDPIPE NN ILTER FABRIC TO OUTLET ELEVATION / , EMERGENCY SPILLWAY 3" 2-1/2" DIA. HEX BOLTS 1"-2' WASHED ROCK CONE 3 W/LOCK NUT HEIGHT - 1/3 Z 8' TE" NOTOP NEW IPIPE MATERIAL 1" HOLES SPACED SHOULD BE RIGID e' TO ID' ON CENTER TEMPORARY SEDIMENTATION BASIN TYPICAL PROTECTION AROUND BACKYARD CB'S (INSTALL IMMEDIATELY AFTER CB INSTALLATION) FENCE (0) KES A I' To 2' WASHED ROCK (0) POST EACH CORNER SLOPE GRADING w RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH LI u --REAR YARD STORM SEWER THESE PLANS AND SPECIFICATIONS. SILT FENCE 965 LF STRUCTURE ROCK CONSTRUCTION ENTRANCE 1 EA e. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY CATEGORY 3 FIBER BLANKET 1,193 SY REAR YARD CATCH BASIN INLET PROTECTION STORM WATER DRAINAGE FACILITIES AS MAY BE RET TI ALLOW MI)OT #250 SEED & NUIOH (GENERAL) 1.10 AC THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME NOTE PREMOLDED SEDIMENT CONTROL BARRIERS MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED STORM WATER PONDING AREAS. SUCH AS ROYALS INFRASAFE COVER OR EQUIVALENT PROJECT COORDINATES ARE AN ACCEPTABLE ALTERNATIVE. 7. DO NOT DISTURB ANY AREA UNTIL IT S NECESSARY FOR CONSTRUCTION N 44° 53' 19.266" TO PROCEED. W 03' 34' 56.488" 8. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER HEAVY DUTY SILT FENCE AT FLARED END SECTION VEGETATIVE COVER TO HELP FRIER RUNOFF. TOP OF SILT FENCE TO BE LOWER THAN 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE6' STEEL FENCEPOSTS LOWEST ADJACENT OVERFLOW (SEE TIMELINE RT PAIV B2). 6'-8' SPACING BETWEEN POSTS HEAVY DUTY 10. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL SILT FENCE CLIMATE CHANCES OR WEATHER EVENTS. 11. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF -FLOW THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. 12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL POLYETHYLENE SNOWFENCING FLARED END SECTION UPSTREAM AREAS ARE FINALLY STABILIZED. PROFILE PLAN 13. 1T IS THE RESPONSIBILTY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAITS SITE FR FOR FLARED END SECTION INLET PROTECTION IND OT R AND EGRESS FROM RTHEESULTS CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR NO PAYMENT FOR DUST CONTROL WILL BE MADE. 2"x2"X18" MIN. WOOD STAKE TREE PROTECTION FENCE -2' MAXIMUM SPACING X12" BIOROLL CROSS SECTION 1� NI WATER l FLOW ► PROFILE VIEW MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN DITCH GRADE 1' Spacing on upper end • �• 4" Overlap •• 3 :. •• 3 • W Tp I -i 1 3' Minimum level 6" 6" 1' Spacing on Staples Anchor slot .MINIMUM ANCHORING SHOWN alternative Fold under 6" - EROSION CONTROL BLANKET -CATEGORY (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) 2 EACH DUMP STRAP 1" (25 mm) REI FOR BAG REMOI FROM INLET SILT D-OLWAIEEIW AND BASIN DRAINING 1.O umatMn or basin conn d abchIn trench dtch cute IK nein related to the construction a lNl that may Mve v M(•v puma 9•s / age) Y Y tur1M e. sediment laden dischargetemp Cod« peel be tlischaged to ala temporary u w permw ly sedimentation bean eq lb projwl its Menaar in the bash and Iran We temporary w permanent aed05n02bn b.il must b Newry from t a immune mpwb treatmentforca b mloinetl in Me boon ma Nat nuisance pain Conditions (fee Mina R. ]05 do.. su0p 2) must to result trfn me diililo,ma If Ma water at the o discharge to a of adwlallon Daain prior a entering lire wrmmil ourn l it meet . treated won the must shoust.e that a wen that Me discharge an» not adapt maffect the rewivng weld or dowust be landowners. Ms ural m k ri must MSuro Inst mdmaroa point. are Me discharge meal bed K»e Darr required r«k ri , arm lactic Nsesu d other d eaewalely protected from eroliIXl and »aur.sup dab Dings 0 9, cad M dissipation measured Adequate cab .MimMldmm ceno-el medaO.ee are tree lar dischargewow Mel mmmn suspended ocero w reap•P ergY P eaten. 2.NI wIK tram dewatering or bean Ordain «[illiin mutt b dscnwged in ni that odea not pact to the a Condlbns. IXoaon In rtte,eng Mamtla or on demswe prWrni» sur nuncation t wenbnM causing algnlrronl odW» masa to lM1e wlbne. E.INSPECTIONS AND MAINTENANCE line PmmItIN(S) (MMW fit* ower Or W«ald. whwW is Identified in the SWPPP) must routinely inspect the entire construction least at le1 mos awry »von (7) cays Wring ochre conalmve cllm and within 24 noun, after a Mirror ent greater than 0.5 inches in 24 hour.. Fdm.n, r nr t most inspection must be Conducted within seWM ] ad after that. an Inspection which e« within 2a Mara arta o a u on m t a() p atNatian meal b lacartled in wrmtn antl M. rocorM marl be retained veto the 2.NI inspscliona and mantMmce caMuclM Wring Con g tic of wen F Ibn and malnlanM<o aetiNf r. SMPPP an accordance with Pmt III.O. R%or Wee Y Ndl in<lud a Ndfid and errs of Conducting C.Name of Alam(.) cdnWcludi inspections: recm Fln n tlonds fa LOrredliw «tions' O. di e of .t lion Including recanmM g spec a 0 r h tion orb rt earn el'n me) 'in 24 h OclivlHes a.CdreCUw ..time taken duan sates ea p0 Y q q ) ( 9 IDate dna atim o O in Minmr mvto t e SWIP Man eq nch (0.5 tales) in d owns e permanent nt o urea In owl II and I. D«umentmi0n of LMngff ma0e to to q 3.1MKe Paris of Ne may be Construction dila naro pmmaMnl saver, but work romans on Diner Perin of the site, nspeatbna d the areas a with pmmamrot cover mar be reduced to once Per he shim arra crust be nit» nave permanent car« on 12 espa•ea ori a Nae dna no Mcement riIMI, se n rouid anyMere M the ale, the site moat month iOf domm enfar a prim of iw ClOo (12) im as (lire napwfima may be caress Wring nasion ground C.1ty is One AgainFollOn9 the for Sc rer if dl PKTn Cori COW We no d. f aria k has isepSusp n may be n it iN < tin initiated or enm! it nalifiad n t de b the MPGA. Wore work nor been Suspended tlua arm atm wt matrvcl'wn alt IY is aM p p Y SPM to notom eaumemeitructi the regziatl inspections dna maintenance ametlae pant basin niton 24 awns arw .awn «can of the Nile a prig l k r<fumng on afrvct«I. Mishewr carries limt. 4.NI dmion oroced, o and sedimMd canbd BYPe mart be hspedted to Mover Integrity and am son ass Al quamnclian. B.. must b nPaher time frame . o Supplemented a e. a Pi rmi Bfroa wont 24 awn sad dsmww. o . as rule condtnnd Mann oc.w mbo another time bane is wttimed bNa. Me Pmmittae(S) moat nvsstipote and candy with the following nspectian and maintwonw pu ..AII At forces must beiu repaired, a .me it in 24 m i f they become een Ask lanai o the sediment reaches 1/3 of Me biyhl of MS Ione•. Thew npoin mea D• hone Within 2a own al mwoWy d os wan a baa wndilions .lox access. D. iempdary and permanent sedrranblCn bash must be dranm and the Wmwt nmoW when the death of Sediment cdlwted in the bawl rwch. 1/2 the atom, wlume. Makroga am Mm..I must be Competed within 72 hour. of eiecovery, w at Baan as field conditions allow access (make Part IVD. ). c.Surlace wat«A iMlmng drainage ditches and conwymyt sptema muss be inspected id seconds of erosion end wdmwt deposition, Me Pomillaa(s) must rernon all dont« Mtl WInMI deposited in vuslaca esters Including drainage wap, catch beans. and other drahoge eptema Dna reStabilld< the grew Marc Comment rempwl results in HpMea W. the rem Owl and stabilization must take pipes width sewn (7) all of dwovery unless Precluded by legal, rpulotwy, Or phyfice access constraints. Me Pemnftta shall use all .made efbb to Obtain access If preemed, remawl and almilizalbn must take pbce within sevan (]) cdMaM dap of patching amw. The pmmltlae is responsible far cMlacting A Trod, rptonol. slate and Nord authorities dna repowi, my applicable Pmmite. Prior to cmcadtg ant ears a.CMstruction AS wn'ae it «aliens ..of b inspected la Blaen« of all -ale aedmMf baartq data posed surf«ee. Tromp W Sediment moat be mun wel traintrainMI pose artlaw•, hi 24 hours of dsmwi or N applicable. within d ahwtr time 10 comply with Part IV.CA wine Prmitba(s) or. re,minibl. Nor M. Operation and maintenance of temporary one pmmchMl wise quality management BYPe, o veal as at moslm proentlon and WmMI wntrd Bases, res the duration of the Construction Cork at the Its. Ma Permittee(s) or. renponnible until another Pmmi1M hes oeSumM control «car? g to Part I111.5 oW ON arw of the site that haw not Dan redly stabilized a the ate nae undergone rine SImYlsodon, and a NOT has been Submitted to the MPGA I. If Sediment awopes Me construction WW aN-Site ammWatloM of Sediment must be removed in a manner ar,d at a frequency sufficient to minimize off -ale Impact. (e.0.. fugitive Sediment in streets cede b Washed into ,farm .•Were by the vert in ane/or Wa a Safety hmord to users of patlic abate). S.NI InRlfmlpn areas must Df inwttlM M e arm that n0 amimMs 1lOm M&M Cper... Me «nloti i8 n«nI10 the infiltration arw aM Ne» awe de pelacaM barn cemP«lionndua m cdnd4ucMm epuapmMl tlrMn9 a rad Ma infptrolbr arae. EXPANSION RESTRAINT [1/4" (6 mm) NYLON ROPE, 2' (51 mm) FLAT WASHERS] .tie s v o a. a� 4A W a ADDITIONAL ALTERNATIVES: THE CONTRACTOR MAY REQUEST, FROM THE ENGINEER, APPROVAL OF ALTERNATIVE DEVICES. CATCH BASIN INLET PROTECTION - SEDIMENT FILTER SACK TEMPORARY FENCE (0) GROOVES PERPENDICULAR TO I' To 2' WASHED ROCK (0) HORIZONTAL SLOPE GRADING (952) 227-1165 (0) CAD FILE - .a eves. a am. mandeMa .p mons .+aw[ Ma vwn lad spas ,6 22881ERD CD A PROJECT NO. M 22881 LLI Ln a w. > - " w nae wasem[rnxamvYw•c .cm, oar as Ixaio, q.«v .Men an .n • r nr.a Q:� z v N - CN arw Iro, Mr rni w Ram n. I ORal1IiE WN.' 1 O O J 00 gin' - - - z_ Z N LJ. RR aemw Nn H 0 �y I PLAN VIEW r. r e FWw I 0I PI `MCITECTIIE FA IC MD E: sift Yw. RLYOtSE CFADIENT D = J' YIN., 5' A -A w - lo' uw, 2D', last. MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP UNDISTURBED VEGETATION DI VERSION W `elm ear Wa harm 0 L«. vwm ..w run t»e III "So smar, sunio hi REAR YARD CATCH BASIN INLET PROTECTION -__ DOZER TREADS CREATE (0) GROOVES PERPENDICULAR TO SLOPE DIRECTION (0) HORIZONTAL SLOPE GRADING PROJEGT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: F, POLLUTION PREVENTION MANAGEMENT Y Me PermiNtie(a) Non implement The following Pdlutim Pnrontamanagementement the ale: 1.e Waste Coquetted! Sediment, asphalt and Concrete millings. Feeling dome. paper.plastic. b <msWcbn ma demditioand other wastes met be aled of property and must comply with MA disposal raquireMroita 2.Hmwdow Materials, Oil, gaadne, Point and any hmordow substances must de props ly awed, inducing Secondary containment, to anent mile, looks w other 6scnoge. Restricted access to storage areas must be PrWded to prevMn l wcalism. storage and dropped of hazareau, waste must b n compronce with MPCA regulations. 3Eaternul washingof truck. and other cowbu<lion vMicles must be limited to a defined arw a1 i R rroff must b conlimma and Ne a'tv u waste ncr papa»o ol. No engine eosin is genre m site. arOpenY p ceT q 4.conrnm woshaul ansae: All liquid sod salon wales Mated b c dote not of .tin aired t Bleak- roof d qM y ap a o a eat be cont P containment facility o mama and lin« A speaks must •tl doy act Mal donour non elan aro est of re e u Mbr grwhe wabr shout an knP-Lions lO I are Me 6QWa al Natiortesmust di c«tact 1pr grana, and mere meal not be CA re tram Ind CO<Peh must be sumbAl d C w Lion won solid oral» mea be supe. a of meetproperly and n o tionu with MPGA regulalbna. A sign meal be iutallee oapcem to .an wamoal I«inly m nr«m mfete .guipmmt Wwalda t< uUl'ae M. paper f«aitiee. G. MAL STABWZANON Me Pormillee(s) ..of Mauro Fina SlabflimV. of Me site. Foal Smadlimllom ,,.I,.. all Or Porta IV.Q.I-5 or Part IV.06: I.Final StaDilieCton requires that Oil ori disturbing Odiuftiea at the Site naw been completed and all .No ..of No eraliizo, by a unit. Kwnid btiee corer with a densis of ]M. Over the Mire tow, .,Mo. arw a Othr ralMt mem. neceaem 10 rant .Oil D sere Y was eW Y P failure roar Show. Coaifions. 2.Th. Pmmitl must sar that the onroeWM, l treeIon I tem memo drerequirements Portrt This ial w bSmt Is not limited to a End dem out f tam pwwr a p«mMMI aedinmbtbn sure.Mol to used as amree=t quality management 1 and End coeron w maintenance of inflYMl'on Dwaine. NI Sediment must b rcmoed Maroonaym« systema and often. nd often. must beabif¢Mwn permanent ].sto w me NOT, all temporary Synthetic and structures erosion preantiM m0 Sediment control Mae (arch as it farce) mut t m.wid a the portiere of (he Site far which Me P«mIR» BNPn designed ho St. (much [dnpwst INS) may INS, left In lace. a. Fa! r owingr sol cm•lrucum Col al has lob are cted and sinal stabilized m the structure(s) to in W temporary he Per ted 9 01e (¢M1M Pa a Y. Y eO Y dna buts the Mt arimeler contra hoe been competed W the restate. n« bee orb el the hof Me Additional, the nW Of. meal Permanent t HPOA. 'Homeowner Fact Sone[" b [b MmwmMr lc Nelaton Me homwwner of Ne Mea tor, em bent Of. wrmanent co .For w accomplished hep by et boa used for esrkNload purposes INSpre (ast. piwnwe acrour eroD or range Ispa) %MI 9bD11Wtba Immature b Lure mpbhM by retumiRs the rage prior Mm ou Ila ion of all Cons action ural use. GLA Par'n diff may Part ate parmft coverage pdor b arm em p li all roMrt W.G..4 activity Malt of the following conditions ere met In atldion to Perl W.0.2 ed far Pert s C.3 em where epDncebls Pert N. G.4 or Pert N.G.S. I. At lest QV, (by mit sus eeIT or ear at leen BO Sep. b. At least BOy. (by erect) of eB originally DroposM wMUvelba eeliWay baa been rompbba dna permanent warn eeteDBSTed n areae . a. On Noce .drere rowtru<tiov activity hot complete. Parmahint cover been aebWW. "'.�vAekga ry[�rm¢swdi Ii e11"n +xm"'w:wgc-' �g r.mr. iw'ega wast � tn°rl'a• mono F I rRTRF M1 lro a -[GnN n rSV e' far¢ cwAcx« zoe n ,�y yes eU.-'Cog i I car. LT ) XT Firl MArafart 3tvaDCY9 WLT rtws. ISArr pun(^,7ti,. 5 y t�y�t{. p� TILL FABHIC � ALFfi FiW]IAY. SPAtyN�.T 5� rFpgryC NCtgftAGf'. �E �. @ACKr1LL W'.N tuNFD NAMt STs _ 'f f3.0w e s' c ata -'4RADE W. � AIaO Ra 9- OW ' 9ti FUI(g.. PREASSFWd.M Y t tt6s a ds ¢r76 rayFEFTte My S rca rll+aorc=. xAra uweA¢RSi�x°uN zeeFTFI cr,w.vee M ^F 1 rEXCE kYYnm..m MILT�"IJjj&1t 6 MT FENS WCAR rtE. OF Y*A$ SN='tiL- umE w15oE a eDNSTM•ctpN uw fa��W��Wpi�pnp SIFT Rl�wgiW FENCE ENGINEERING DEPARTMENT T w_ 5300 R 4 p' DIAYEIER RQgN FhTEA NSDO StT FMif£ RER.iNDOT SPEGFCATlONS, 9blR� 4LNNE SLL^..N3 W]tVf FASONEADATO ffDP1 1 !wlfN zw 3.lZV TFNSLF sMENc PLnsrn 11Es FOR WT« T-PDsa. Nuke 5LC[0) b- a ..O. ftI f 24 FiTEREO WATER l Y SECTION A -A OFFROAD C RIERSIN 1�Iw1iw FILTER BARRIER ac NrRaa ra aK wz ENGINEERING DEPARTMENT has M. 5302 JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA WILLIAM WILDE - MPCA s YY r5h. b'MW.DEPTn Fqt ROG< :'MN.]EPIH FOR NVOM}IIPS 1' -gam CtP iN C,lu5NE4 RSC. n / �ma ID IT miN4l y CUT SFr REPM TU MINIMIZE mulo"f r FILTER reeR�c ry TF FgT( F li A aF J F9 � o S)oa uT„ R ,SAT v aa, WIN ROCK CONSTRUCTION I� ENTRANCE ENGINEERING DEPARTMENT "A 5301 SE:UIbitN' TRAP NAMUFk TINED BY WIMCC,LLCSHAKORa, W. ESS &ECS:.. CORCORAN, MSK OR EOvu .1v^+s .sue swaNiDis A�".LM4k' +rawee arum ..,. ,�.. .a nwaa•,.r arw ., MOD LRCG23 amfzm werz .aYsznr i - Ymar w sax ova" a_£2 - A95 [tf3 eN e'rCdP Aaaax Tc -.0 ACW-rt�f Ikpi-nor E,ar :IIES :. (IGEN IS Le0I MENA M£R F,4OH INS"EYEf AND NEF'IACE IF F1llER (:LED MYASEDIMPM 2. REMOVE O'SRIS/SEPNENT TROY RECEPTACLE MCR EACH CAN HENT. CATCH BASIN SEDIMENT TRAP nM as �o ENOWEERNG DEPARTMENT 'a 5302A DRAWN BY JLS DATE 1/08/2012 2WI M601 (952)-890-6044 (0) 1� (952)-426-1371 (0) �I (952) 227-1165 (0) CAD FILE (651)-757-2825 (0) 22881ERD CD PROJECT NO. M 22881 LLI Ln a w. > i www Q:� z v N - CN w V / LL 1 O O J 00 500 N z_ Z N LJ. 1'7 H 0 �y ■ W W a �L.I W v ` LLI ED x a Z 7 � Z n � III o N LD z= � I Q CP f 1 F+i O N7 N W U LrD Z Z � W QEDO Moog J � n CI N CL DRAWN BY JLS DATE 1/08/2012 2WI M601 (952)-890-6044 (0) 1� (952)-426-1371 (0) �I (952) 227-1165 (0) CAD FILE (651)-757-2825 (0) 22881ERD W PROJECT NO. A 22881 a rh v i w5M O O O O N z_ O W Z 1'7 H 0 �y M N W a �L.I W v ` Iee�l 7 � U U1 z= f 1 F+i O N7 z 'O v O W DRAWN BY JLS DATE 1/08/2012 2WI M601 (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) CAD FILE (651)-757-2825 (0) 22881ERD PROJECT NO. 22881 C5 J agq_ v \ s9z � 988- 9801- r 9N, `" r II �J3 � 7 Lo CP m o Co 4. ` f II ,I O0 -'o, ADO, q�QN \ �t ! -�,99b I 1" / It 0 11 O BI �1 If �! It ( ►r a it Il �� Il 1111 } Ir 4 X it 1! 11 C7 n rr _ Ir OTEC7 EXISTING OAK 11 EE IN PLACE " J/118 / 1 Il 4 (-0 11 l ul # LEGEND PROPOSED ROCK CONSTRUCTION M-4 :7�1 ENTRANCE a. a. TEMPORARY SEDIMENT PROPOSED SEED & MnDOT CATEGORY 3 EROSION CONTROL BLANKET -POST UTILITY CONSTRUCTION PROPOSED SILT FENCE _7p-7p—Tp-7p—PROPOSED TREE PROTECTION NOTES 1. ALL EXISTING SILT FENCE OR EROSION CONTROL BLANKET TAKEN DOWN BY UTILITY CONTRACTOR MUST BE REPLACED OR PUT BACK UP IMMEDIATELY AFTER UTILITY CONSTRUCTION.(INCIDENTAL TO CONSTRUCTION). 2. SOD MUST BE INSTALLED BEHIND ALL CONCRETE CURB & GUTTER/SIDEWALK AND ALL AREA DISTURBED BY UTILITY CONSTRUCTION MUST BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF PRIVATE UTILITY (GTE) CONSTRUCTION. 3. STORMWATER BASIN AREAS DISTURBED BY UTILITY CONTRACTOR MUST BE RESEEDED AND MULCHED WITH APPROPRIATE SEED MIX IMMEDIATELY AFTER UTILITY CONSTRUCTION. 4. ALL OTHER DISTURBED AREAS MUST BE RESEEDED & MULCHED WITH GENERAL SEED & MULCH - MNDOT #250. TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 SCALE IN FEET 0 30 60 1 inch = 30 feet ae E m °yE o.r a° opo O 3 .40-2 oa�a2mo L m° c 0_w O w" d o m N - o EF' o 6 2 NC ,G V oa au 3f 00 a M O Z w x 5� O �o () W U �w U z LJ Z 2 W O ZN W W W w x z W W a W 0 M Q-' >- o Z z 0 O wM O w DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881ERC PROJECT NO. 22881 C6 V N C) M w � Z N CO \ SJ 00 00 N Z � m N M M � W Wx Z N lam C.7 Z V o coW ♦ VW \Cq Co 0 N of �/ N U ai Z Z 3 \`' mm>d CD z " a E m °yE o.r a° opo O 3 .40-2 oa�a2mo L m° c 0_w O w" d o m N - o EF' o 6 2 NC ,G V oa au 3f 00 a M O Z w x 5� O �o () W U �w U z LJ Z 2 W O ZN W W W w x z W W a W 0 M Q-' >- o Z z 0 O wM O w DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881ERC PROJECT NO. 22881 C6 GENERAL GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA V94..•_. ; -ST. C.B. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY \ 992` \ ! TC=994.79 CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. X990 \ ICi FL=994.11 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE 1"988 "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER \ 1-986` MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY x"984 EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR _ I'98 TOLL FREE 1-800-252-1166).g-� ®3. � ALL UNDENG RGROUND DACTOR SHALL UTILITIES WITH THIEYLOCATIONS R RESPECTIVE UTILLIELEVATIONS ITY COMPANIES �` PRIOR TO CONSTRUCTION. SAN. M.H.--- ! RIM=980.01 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS INV.=967.29 SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND - -SPECIFICATIONS, WHICH MAY INCLUDE FILTEVFENCE,SEDIMENTATION /"�/ \� �•. �-- \ �F$ \70• \\ ,p 'p. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED.�__`----ST. M.H. �! a. ROCK CONSTRUCTION ENTRANCES.IZ C RIM=985.41 b. FILTER FENCE. \ �� \ 1 SW.INV.=967.19 c. TEMPORARY CULVERTS. f 9 I \ \ NE.INV.=982.86 ! d. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. e. STORM WATER POND CONSTRUCTION. f. COMMON EXCAVATION AND EMBANKMENT (GRADING CONSTRUCTION). \ g. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRADED AREAS. I t \ i. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER ` -� `_\ CONSTRUCTION. , .1 8 " F.E.S. , OQ 06 7. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES \ \ ~ \ j, I I � l NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. \ Y m 1 _.-._a.�_ 8. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE ` -- b F ` ! D - ST C.B. M.H.M H RIM 976.45 GRADING CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY ✓ - 2�, INV -967.35 \ F FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS 1'."v96.7 -AND SPECIFICATIONS SHALL BE REMOVED BY- THE GRADING CONTRACTOR X76- �cO "j ( C350TURF X WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL �980l 9 1. REINFORCEMENT MAT 972 THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE '- 982 WITH THESE PLANS AND SPECIFICATIONS. I ,98 gO,I ST. C.B. M.H. RIM=994.31 -?LSAN. M.H. z RIM 997.42 9. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE W.INV.=987.12 ,� WATER M.H. �o OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS 9 / 58 • �� SE.INV.=987.72 TRIM=999.73 WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 10. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO bSr�f r -THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. \ 1 OLE 994.50 11. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN \ I o / HWL 995.66 , THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET m n°j .' WET va 0.79 AC -FT ! {a oa C. ( NI / 99 I \ OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT o 992 I , OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, ANDI II 96.7'L-�gg3.5 THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF I I I 992 J __----THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL t\s 4. INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS 996 _OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND/` +I 996 TC THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY r I 1 jt BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE OD1 WITHIN o.t'±. m 12. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE - / I I I - / CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. I 99 DID 99Gs 9 0 opo f N THE GRADING TOLERANCE SHALL BE 0.25'±. ALL EARTHWORK OPERATIONS 999,00 7� SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK', PROVIDING\ ( y I 999.TC I -FOR A MINIMUM OF 95% STANDARD DENSITY OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER.�I � 1999.40 TC t � 001.0 I ,� 13. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED I % FFE 999.00 WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION t ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED / �II' ` ••i •4 14. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH l ( 1 L ods.2 OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING / If AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC I 906/ 1 1 ___SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. / / \ f 0g' 15. UNLESS OTHERWISE SPECIFICALLY NOTED, THE FOLLOWING SITE RE -VEGETATION TECHNIQUES SHALL BE IMPLEMENTED. ALL DISTURBED AREAS, EXCEPT STREETS, AND POND AREAS SHALL BE COVERED WITH AZ MINIMUM OF 6" TOPSOIL AND SHALL BE SEEDED WITH MnDOT #250 MIX AT \ I 100 70LBS. ACRE. SEEDED AREAS SHALL BE MULCHED WITH MnDOT TYPE 1 % ROOF DRAINS TO OUTLET T0,� REAR BUILDING SWA�LE� AT 2 TONS/ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL / BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOVING OPERATIONS / I 4( 1p06� -`tel , 009.6 ARE COMPLETED. ALL SLOPES THAT EXCEED 3(H):l(V) SHALL BE SEEDED WITH A WOOD FIBER BLANKET. FERTILIZER SHALL BE 22-5-10 BO% W.I.N., 0% CL OR \ I f t�'-,i a EQUIVALENT AND APPLIED AT 350 POUNDS PER ACRE. FERTILIZER IS / GS GL TO BE INCORPORATED INTO THE TOP 3 TO 4 INCHES BY DISCING OR / 1 I . / 009.9 SOME OTHER SUITABLE MEANS. WHEN SEEDING AFTER NOVEMBER 1, j v os TC 0099. OR WHEN TEMPERATURES DO NOT EXCEED 40 DEGREES FAHRENHEIT, \ I 009,` - „i FFE-� 0� 0"00 r 1009.7 THE CONTRACTOR SHALL DORMANT SEED ALONG ALL DISTURBED AREAS. DORMANT SEED BED PREPARATION, SEEDING RATES, AND MULCH REQUIREMENTS SHALL BE THE SAME AS THOSE DESCRIBED IN THIS / I � SECTION EXCEPT THAT NO SEED SHALL BE PLACED ON SNOW OR ICE \ -WHICH IS GREATER THAN 2 INCHES IN DEPTH. ANY SEEDED AREAS WHICH DO NOT BECOME ESTABLISHED SHALL BE RE -SEEDED AT THE Co I (� CONTRACTOR'S EXPENSE. l I _ 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC r / I /�'�' ~ GS A } / STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS I I f J \7 TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND / \ �•9 TC OTHER DEBRIS WHICH RESULTS FROM SAID GRADING CONSTRUCTION. j / A- I T X9'6 17. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS �' j / II GS 1011 TC 7070.4 _-AND 0.30' FOR LANDSCAPED/OPEN AREAS.- i 10 I OD9• ` 18. POND ASBUILT IS REQUIRED UPON PROJECT COMPLETION.TC Tc ' SPECIFIC GRADING NOTES: I I ' 1010 \` 1077 0 ' II I V "=•ST C.B. \ j TC=1010.99 FL 1010.48 4j J F' is I q LLJ l� TC o o / TC / ATC EX- 1 / TC TC 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 07/15/12. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN / 1 / IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL .w a SP TSH T LEGEND c'o '> �7070 } ss" F.E.S. O O INV.=1003.38Q CE t 00. PROPOSED CONCRETE EDGE 1 I \ QDAE 00. PROPOSED ASPHALT EDGE i oo PROPOSED GRADE BREAK ST. C.B. M.H. -- PROPOSED GROUND SHOT / / RIM=1014.23 a 20V E.INV.=1009.93 o P� / i -4obL PROPOSED HIGH OR LOW POINT �� NW.INV.=1009.06 / oo PROPOSED RIM ELEVATION { ( / --1016-- \ � 1 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. j ELEV. = 1007.80 FEET 30 / i E E ° m v 0 ° Lal E so o °c o a: N; O 0 w N $` c m 3 w a m m may a00 a: ,°d`o a U d a O 'Lon C> C C S J IO Lrl� W& L .- 0 - z v N Ln _ m aV 0 W Ln 0 0 T i 00 00 Lo N m � W x IndW Z N L. Z3 C_ vT W o \ CIZ � cn d rn N °O L N W cZi rn CC Z z CL N (I- E E ° m v 0 ° Lal E so o °c o a: N; O 0 w Z $` c m 3 w a m m may a00 a: ,°d`o a U d a w w0Et�� C> C C S J IO TV NqJ d�O' L .- 0 t 0N _ m aV 0 W Ln 0 a Li w z 5 n O �Ny N W N w z A F+�I X z L1 O Lal z� d' M z� N V) W In w xzm �(n S (nZ <, �wM v w } Z= N M W / DRAWN BY JLS r N DATE 11/08/2012 .• i� ,�.,, �_� , / REVISIONS / GOPHER STATE ONE CALL / CALL 48 HOURS BEFORE YOU DIG! SCALE IN FEET / INTOLLFREEYA 6800425211111 16 0 30 60 90 N / 1 inch = 30 feet CAD FILE / 22881G PROJECT NO. \ 22881 / C7 IT no 98499 `` �... •\ 1 `9 464 1 2 46 - --- 976 I rn� 14 . 978 f 9810 982 986 g c0 I pl i� � Co Co � 9 / I 1416 j J \1417 ./ 141 f419 // \ 40 f g0 (f I % 1458 I �� 1421 , 422 I 10p2 1446 1447 � Io 445 1444 9 1 3 I � 1 - 1443 ) � 1440 - �1442 'OTO oa 'no 'ocp o ro7 g ggg.� i 1 r x"-1016-� I \ 1434 TREE TYPE ELEV. SIZE SIZE SIZE TOTAL SAVE REMOVE 1410 990 994.30 11 15 _ 993.5 45 c� 1411 BOXELDER 1 r x"-1016-� I \ 1434 8 BEEHIVE HOME TREEINVENTORY 7/30/2012 TAG NO. TREE TYPE ELEV. SIZE SIZE SIZE TOTAL SAVE REMOVE 1410 BOXELDER 994.30 11 15 19 45 X 1411 BOXELDER 993.91 10 Z O z� 10 w X 1412 ELM 993.71 11 - 11 0 X •I j � /i 10 17 Z 27 O X 1414 BOXELDER 992.47 13 M 8 BEEHIVE HOME TREEINVENTORY 7/30/2012 TAG NO. TREE TYPE ELEV. SIZE SIZE SIZE TOTAL SAVE REMOVE 1410 BOXELDER 994.30 11 15 19 45 X 1411 BOXELDER 993.91 10 Z O z� 10 w X 1412 ELM 993.71 11 - 11 0 X 1413 BOXELDER 993.50 10 17 Z 27 O X 1414 BOXELDER 992.47 13 M d 13 w X 1415 BOXELDER 994.77 11 V) 11 U X 1416 ASH 993.59 13 WPC; w 13 o X 1417 BOXELDER 993.99 11 E-iw 11 o N X 1418 ELM (DYING) 993.92 14 04 14 wU X 1419 BOXELDER 995.83 12 12 � X 1420 ELM 994.48 17 17 X 1421 BOXELDER 994.00 13 13 X 1422 ASH 996.35 8 12 20 X 1423 ELM 997.97 16 16 X 1424 ASH 998.75 24 24 X 1425 BOXELDER 1003.25 12 12 X 1426 MAPLE 999.46 27 27 X 1427 MAPLE 1001.32 20 27 47 X 1428 BOXELDER 1008.18 26 26 X 1431 ASH 1007.02 10 10 X 1432 BOXELDER 1004.33 15 15 X 1433 ASH 1006.59 13 13 X 1434 ASH 1006.39 10 10 X 1435 BOXELDER 1007.45 11 11 X 1436 ASH 1005.73 17 17 X 1437 BOXELDER 1005.17 10 10 X 1438 BOXELDER 1010.37 30 30 X 1439 BOXELDER 1010.24 20 20 X 1440 ELM 1011.68 20 20 X 1441 BOXELDER 1012.11 18 18 X 1442 BOXELDER 1010.08 14 14 X 1443 BOXELDER 1008.25 16 16 X 1444 BOXELDER 1009.71 11 11 X 1445 BOXELDER 1007.09 11 11 X 1446 BOXELDER 1008.21 12 12 X 1447 ELM 1008.46 10 10 X 1448 BOXELDER 1006.78 19 19 X 1449 COTTONWOOD 999.08 20 25 45 X 1450 COTTONWOOD 999.06 17 21 38 X 1451 BOXELDER 997.95 9 11 20 X 1453 ASH 998.07 10 10 X 1455 MAPLE 993.12 16 16 X 1456 ELM 993.21 10 10 X 1457 BOXELDER 987.85 10 10 X 1458 ASH 999.13 9 10 19 X 1459 COTTONWOOD 990.16 21 21 X 1460 COTTONWOOD 988.43 14 14 X 1461 MAPLE 987.18 10 10 X 1462 BOXELDER 987.52 13 13 X 1463 ASH 987.53 12 12 X 1464 COTTONWOOD 978.40 18 18 X 1466 APPLE 1000.17 10 11 21 X 1467 SPRUCE 1004.20 23 23 X 1468 OAK 1013.56 50 50 X TOTAL CALIPER INCHES 986 TOTAL CALIPER INCHES SAVED 260 TOTAL CALIPER INCHES REMOVED 726 PERCENTAGE OF TREES SAVED 26.4% SCALE IN FEET 0 30 60 90 1 inch = 30 feet CAD FILE 22881 TP PROJECT NO. 22881 C8- A mommumommmod V o v N - o a a M t 3 U w N a z •••-�vwo a ami w Z O z� U w v 0 N c z N - C> C S J 0 M N �y�N W O y J � Z 00 ao O N m N M y � � a.�o M d L ra n'v owi t I t i 2,0 •i ti 1 e A 1AVL 1ta t �b 't -p i71r�T1►Y�� Lt4J+t'K� � - J � F L MAN yN V'--. �+ • I �� i I lgr _ ff i �j�` 7,�rr'ggfti i �.w r Cie, ^\ � r ' r I s '�4dj�tj L ? 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(�\' 22881 �/ V — V L0 zL Lo w 5z <W a o 0 N Lo W Z x w OW X M HI W�{AW �V\ LLJN a LoL } W" O a MM W -I a Z WCD DRAWN BY CJK DATE 09/04/12 REVISIONS CAD FILE 22881 LP PROJECT NO. (�\' 22881 �/ V — GENERAL UTILITY CONSTRUCTION NOTES: 1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE MATH THE CITY OF CHANHASSEN. MINNESOTA. 2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITIES THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CDNDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBIUTY TO MAKE THE NECESSARY REPAIRS 3. CONTRACTOR RESPONSIBILITIES THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE CONTRACTORS ARE NOT TO OPERATE GATE VALVES ORHYDRANTSON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. SAN. M.H.-- RIM=980.01 INV.=967.29 FES 1 42" RCP INV 966.50 /1_T A L _ L/ I I-\ Q b In IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTIUZE THE GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REWIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511). 4. COMPACTION' DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION, AND TO EVALUATE THE COMPACTION WITHIN THE STREET CROSS SECTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF IDO% OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS((BUILDING PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOILS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD -PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF t3' IN OPEN SPACE AREAS AND 10.1' WITHIN STREET RIGHT OF WAYS THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS-. THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. 5. ALL DIP WATERMAIN TO BE POLYWRAPPED. 6. ALL WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 7. ALL 6', 6"g 12" WATERMAIN TO BE CONSTRUCTED OF CLASS 52 PIPE. S. ALL GATE VALVE BOXES SHALL HAVE VALVE BOX ADAPTERS 9.- SANITARY SEWER PIPE TYPE k CLASS AS FOLLOWS 16' DEEP - PVC SDR 35 b. 16' - 26' DEEP - PVC SDR 26 c. > 26' DEEP - PVC SDR 1B \ I t^ ui I /1T -7 L_`/ I / I /1 T L_�/ v L_L/ I I 1 I I I I I I I I I RTMH 00 E 09.13 INV) 1001.00 (SW) (� I I INV (SW) 1003.00 BLD 8.13' 10 0. I I I I - 1 0 75'-15" RCP CL5 0 0.50% - I ST. C.B. TC=994.79 FL=994.11 STMH 100 RE 978.50 INV (SE) 973.50 INV (W) 966.62 INV (E) 967.16 BLD 11.88' \ N11 L_ V I I I I \4 nT IL_L/ I � �I -1 .L_\Jvf --ST. C.B. M.H. I RIM=994.31 tom' I 1\ v N v �x RE 997.20 pQ 730 \ \ \ INV (SE) 956.58 o 36° \ 'INV (NW) 986.58 } N Rca O \ INV (SW) 994.50 11 <? ® BLD 10.62 ; o I� II ----ST. C.B. M.H. \ RIM=976.45 .. INV. -967.35 � gyp, SAN. M.H. � \ _ p RIM=997.42 I .. �I •�� S• _.(�.r_ W.INV.=987.12 I. I I ► \ B IFk \�'\ _. \SE.INV.=987.72 i Cp6�.°ps`°i _,_. ,/ - -WATER M.H. - 1 c, o BRIM=999.73 11 1 23'-12' Ittt.,.: I CL5 ®-8.70 O \ - +�.- - --- ✓ If :y" r FES 2 Os 07-0-- A WET --TAP EXISTING 10" DIP NMI 12" RCP / \Wrf0"x8" TAPPING SLEEVE AND ? \s. REMOVE EX. SERVICE STUB dl DISPOSE 8" GATE- VALVE.. CONTRACTOR OFFSITEy &PLUG OPENING PER Cl rl� "TO VERIFY LOCATION AND- STANDARDS. CONNECT TO EXISTING SSM I \ \ ELEVATION OF EXISTING - WITH 8" CORE DRILL AT INVERT ELEVATIO STMH 102 \ \ WATERMAIN. H 987.12. CONTRACTOR TO VERIFY EXISTIN RE 996.371INV 987.0 \ SSIAH 1 ST C.B. ti LOCATION k ELEVATION OF EXISTING SSMH. q \ RE_�98.7� TC=1010.99 I BLD 9.371 INV 987.82\ I FL -1010.48 BLD. 10.931 x_yry 25'-12' HDPP0 6.0 F2" HDPE I B"-22 Xi` BEND ►i ®/ INV 994.50 1 I TRENCH DRAI II RE 998.67 I INV 996.00 I i I II FFE 999.00 II II I 11 I m M I I I 6" PVC PLUG 0 I INV.995.00L 1 49,-6" I N PVC SDR 26 I I I I 6' DIP PLUG II 61'-6' DIP CL 52---' II FFE 1010.00 II 15" RCP I� INV 1003.38 J 36" F.E.S. -- J INV.=1003.38 Ipo g00T 0- 989.43 W/8" PLUG I i 14.0004 m 111 /Jr g I! �l 000 N 8"X6" WYE 11 i- 11 BEND WATER LINE UNDERNEATH PROPOSED STORM SEWER LINE PER I( l� y f► CITY STANDARD 6* GATE Y 11 II AND BOX AND m II II 8"x6* TEES INSTALL HYD W/6"GATE I / VALVE & 8'x6"TEE. -GRD,-1011.90 BEND WATER LINE // r .Ex UNDERNEATH PROPOSED / STORM SEWER_ LINE PER / CITY STANDARD 18" DIPtPLUG o STMH 104 SSMH 2 J RE 1014.08 RE 1011.39 STMH 104 INV 989.23{ INV (NW) 1006.001 BLD. 22.16' INV (SE) 1008 71 70'-36" RCP CL2 ® 0.50% / BLD 6.29'/ r _.CONTRACTOR TO BULKHEAD/ ST. C.B. M.H.----- EXISTING 36" OUTLET PIPE AND RIM=1014.23 a �� CUT INTO EXISTING CBMH W/36' / E INV.=1009.93 0 �� RCP AT INV. 1009.06 NW.INV.=1009.06 STORM CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE 49'-42" RCP CL2 0 0.24% CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS �' RESULTING FROM SAID CONSTRUCTION, COST FOR THIS SHALL BE CONSIDERED 6+ ST. M.H. STMH RIM -985.41 SW.INV. _967.19 OF EXISTING 18" RCP NE.INV.=982.86 i \ I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTIUZE THE GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REWIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511). 4. COMPACTION' DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION, AND TO EVALUATE THE COMPACTION WITHIN THE STREET CROSS SECTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF IDO% OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS((BUILDING PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOILS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD -PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF t3' IN OPEN SPACE AREAS AND 10.1' WITHIN STREET RIGHT OF WAYS THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS-. THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. 5. ALL DIP WATERMAIN TO BE POLYWRAPPED. 6. ALL WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 7. ALL 6', 6"g 12" WATERMAIN TO BE CONSTRUCTED OF CLASS 52 PIPE. S. ALL GATE VALVE BOXES SHALL HAVE VALVE BOX ADAPTERS 9.- SANITARY SEWER PIPE TYPE k CLASS AS FOLLOWS 16' DEEP - PVC SDR 35 b. 16' - 26' DEEP - PVC SDR 26 c. > 26' DEEP - PVC SDR 1B \ I t^ ui I /1T -7 L_`/ I / I /1 T L_�/ v L_L/ I I 1 I I I I I I I I I RTMH 00 E 09.13 INV) 1001.00 (SW) (� I I INV (SW) 1003.00 BLD 8.13' 10 0. I I I I - 1 0 75'-15" RCP CL5 0 0.50% - I ST. C.B. TC=994.79 FL=994.11 STMH 100 RE 978.50 INV (SE) 973.50 INV (W) 966.62 INV (E) 967.16 BLD 11.88' \ N11 L_ V I I I I \4 nT IL_L/ I � �I -1 .L_\Jvf --ST. C.B. M.H. I RIM=994.31 tom' I 1\ v N v �x RE 997.20 pQ 730 \ \ \ INV (SE) 956.58 o 36° \ 'INV (NW) 986.58 } N Rca O \ INV (SW) 994.50 11 <? ® BLD 10.62 ; o I� II ----ST. C.B. M.H. \ RIM=976.45 .. INV. -967.35 � gyp, SAN. M.H. � \ _ p RIM=997.42 I .. �I •�� S• _.(�.r_ W.INV.=987.12 I. I I ► \ B IFk \�'\ _. \SE.INV.=987.72 i Cp6�.°ps`°i _,_. ,/ - -WATER M.H. - 1 c, o BRIM=999.73 11 1 23'-12' Ittt.,.: I CL5 ®-8.70 O \ - +�.- - --- ✓ If :y" r FES 2 Os 07-0-- A WET --TAP EXISTING 10" DIP NMI 12" RCP / \Wrf0"x8" TAPPING SLEEVE AND ? \s. REMOVE EX. SERVICE STUB dl DISPOSE 8" GATE- VALVE.. CONTRACTOR OFFSITEy &PLUG OPENING PER Cl rl� "TO VERIFY LOCATION AND- STANDARDS. CONNECT TO EXISTING SSM I \ \ ELEVATION OF EXISTING - WITH 8" CORE DRILL AT INVERT ELEVATIO STMH 102 \ \ WATERMAIN. H 987.12. CONTRACTOR TO VERIFY EXISTIN RE 996.371INV 987.0 \ SSIAH 1 ST C.B. ti LOCATION k ELEVATION OF EXISTING SSMH. q \ RE_�98.7� TC=1010.99 I BLD 9.371 INV 987.82\ I FL -1010.48 BLD. 10.931 x_yry 25'-12' HDPP0 6.0 F2" HDPE I B"-22 Xi` BEND ►i ®/ INV 994.50 1 I TRENCH DRAI II RE 998.67 I INV 996.00 I i I II FFE 999.00 II II I 11 I m M I I I 6" PVC PLUG 0 I INV.995.00L 1 49,-6" I N PVC SDR 26 I I I I 6' DIP PLUG II 61'-6' DIP CL 52---' II FFE 1010.00 II 15" RCP I� INV 1003.38 J 36" F.E.S. -- J INV.=1003.38 Ipo g00T 0- 989.43 W/8" PLUG I i 14.0004 m 111 /Jr g I! �l 000 N 8"X6" WYE 11 i- 11 BEND WATER LINE UNDERNEATH PROPOSED STORM SEWER LINE PER I( l� y f► CITY STANDARD 6* GATE Y 11 II AND BOX AND m II II 8"x6* TEES INSTALL HYD W/6"GATE I / VALVE & 8'x6"TEE. -GRD,-1011.90 BEND WATER LINE // r .Ex UNDERNEATH PROPOSED / STORM SEWER_ LINE PER / CITY STANDARD 18" DIPtPLUG o STMH 104 SSMH 2 J RE 1014.08 RE 1011.39 STMH 104 INV 989.23{ INV (NW) 1006.001 BLD. 22.16' INV (SE) 1008 71 70'-36" RCP CL2 ® 0.50% / BLD 6.29'/ r _.CONTRACTOR TO BULKHEAD/ ST. C.B. M.H.----- EXISTING 36" OUTLET PIPE AND RIM=1014.23 a �� CUT INTO EXISTING CBMH W/36' / E INV.=1009.93 0 �� RCP AT INV. 1009.06 NW.INV.=1009.06 STORM CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE 49'-42" RCP CL2 0 0.24% CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS -18" F.E.S.---- RESULTING FROM SAID CONSTRUCTION, COST FOR THIS SHALL BE CONSIDERED INV. -967.10 INCIDENTAL TO THE CONTRACT, STMH THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND REMOVE AND DISPOSE SILTING OF ON-SITE AND OFF-SITE AREAS THIS SHALL BE ACCOMPLISHED OF EXISTING 18" RCP 8Y PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE OFF-SITE DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES, BERM$ 101 DEBRIS BASINS, FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE 6.73' PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY R-1642 CALLED OUT AS A BID ITEM ON THE BID FORM, ANY TEMPORARY DITCHING, STMH CULVERTS, HAY BALES, AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH THIS SHALL BE AT THE CONTRACTOR'S EXPENSE. 72" DIA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE z UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF 103 LAND. I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTIUZE THE GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REWIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511). 4. COMPACTION' DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION, AND TO EVALUATE THE COMPACTION WITHIN THE STREET CROSS SECTION. WITHIN THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF IDO% OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS((BUILDING PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOILS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD -PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF t3' IN OPEN SPACE AREAS AND 10.1' WITHIN STREET RIGHT OF WAYS THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS-. THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. 5. ALL DIP WATERMAIN TO BE POLYWRAPPED. 6. ALL WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 7. ALL 6', 6"g 12" WATERMAIN TO BE CONSTRUCTED OF CLASS 52 PIPE. S. ALL GATE VALVE BOXES SHALL HAVE VALVE BOX ADAPTERS 9.- SANITARY SEWER PIPE TYPE k CLASS AS FOLLOWS 16' DEEP - PVC SDR 35 b. 16' - 26' DEEP - PVC SDR 26 c. > 26' DEEP - PVC SDR 1B \ I t^ ui I /1T -7 L_`/ I / I /1 T L_�/ v L_L/ I I 1 I I I I I I I I I RTMH 00 E 09.13 INV) 1001.00 (SW) (� I I INV (SW) 1003.00 BLD 8.13' 10 0. I I I I - 1 0 75'-15" RCP CL5 0 0.50% - I ST. C.B. TC=994.79 FL=994.11 STMH 100 RE 978.50 INV (SE) 973.50 INV (W) 966.62 INV (E) 967.16 BLD 11.88' \ N11 L_ V I I I I \4 nT IL_L/ I � �I -1 .L_\Jvf --ST. C.B. M.H. I RIM=994.31 tom' I 1\ v N v �x RE 997.20 pQ 730 \ \ \ INV (SE) 956.58 o 36° \ 'INV (NW) 986.58 } N Rca O \ INV (SW) 994.50 11 <? ® BLD 10.62 ; o I� II ----ST. C.B. M.H. \ RIM=976.45 .. INV. -967.35 � gyp, SAN. M.H. � \ _ p RIM=997.42 I .. �I •�� S• _.(�.r_ W.INV.=987.12 I. I I ► \ B IFk \�'\ _. \SE.INV.=987.72 i Cp6�.°ps`°i _,_. ,/ - -WATER M.H. - 1 c, o BRIM=999.73 11 1 23'-12' Ittt.,.: I CL5 ®-8.70 O \ - +�.- - --- ✓ If :y" r FES 2 Os 07-0-- A WET --TAP EXISTING 10" DIP NMI 12" RCP / \Wrf0"x8" TAPPING SLEEVE AND ? \s. REMOVE EX. SERVICE STUB dl DISPOSE 8" GATE- VALVE.. CONTRACTOR OFFSITEy &PLUG OPENING PER Cl rl� "TO VERIFY LOCATION AND- STANDARDS. CONNECT TO EXISTING SSM I \ \ ELEVATION OF EXISTING - WITH 8" CORE DRILL AT INVERT ELEVATIO STMH 102 \ \ WATERMAIN. H 987.12. CONTRACTOR TO VERIFY EXISTIN RE 996.371INV 987.0 \ SSIAH 1 ST C.B. ti LOCATION k ELEVATION OF EXISTING SSMH. q \ RE_�98.7� TC=1010.99 I BLD 9.371 INV 987.82\ I FL -1010.48 BLD. 10.931 x_yry 25'-12' HDPP0 6.0 F2" HDPE I B"-22 Xi` BEND ►i ®/ INV 994.50 1 I TRENCH DRAI II RE 998.67 I INV 996.00 I i I II FFE 999.00 II II I 11 I m M I I I 6" PVC PLUG 0 I INV.995.00L 1 49,-6" I N PVC SDR 26 I I I I 6' DIP PLUG II 61'-6' DIP CL 52---' II FFE 1010.00 II 15" RCP I� INV 1003.38 J 36" F.E.S. -- J INV.=1003.38 Ipo g00T 0- 989.43 W/8" PLUG I i 14.0004 m 111 /Jr g I! �l 000 N 8"X6" WYE 11 i- 11 BEND WATER LINE UNDERNEATH PROPOSED STORM SEWER LINE PER I( l� y f► CITY STANDARD 6* GATE Y 11 II AND BOX AND m II II 8"x6* TEES INSTALL HYD W/6"GATE I / VALVE & 8'x6"TEE. -GRD,-1011.90 BEND WATER LINE // r .Ex UNDERNEATH PROPOSED / STORM SEWER_ LINE PER / CITY STANDARD 18" DIPtPLUG o STMH 104 SSMH 2 J RE 1014.08 RE 1011.39 STMH 104 INV 989.23{ INV (NW) 1006.001 BLD. 22.16' INV (SE) 1008 71 70'-36" RCP CL2 ® 0.50% / BLD 6.29'/ r _.CONTRACTOR TO BULKHEAD/ ST. C.B. M.H.----- EXISTING 36" OUTLET PIPE AND RIM=1014.23 a �� CUT INTO EXISTING CBMH W/36' / E INV.=1009.93 0 �� RCP AT INV. 1009.06 NW.INV.=1009.06 NEENAH R -4990 -DX TYPE 'A' GRATE OR APPROVED EQUAL RIM TO MATCH PROPOSED ASPHALT. RIM=998.67 NEENAH R -4990 -DX TYPE 'I GRATE OR APPROVED EQUAL RIM TO MATCH PROPOSED ASPHALT. ft 12" HDPE �+ y TRENCH DRAIN DETAIL (NTS) W SCALE IN FEET 0 30 60 1 inch = 30 feet m STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. BLD. INSIDE DIM. NEENAH CASTING STMH 100 19.39' 84" DIA. R-1642 STMH 101 �o 6.73' 72" DIA. R-1642 � STMH 102 5.08' 72" DIA. R-1642 z STMH 103 1 7.38' 72" DIA. R-1642 Z W STMH 104 N 6.29' 72" DIA. R-1642 VL NEENAH R -4990 -DX TYPE 'A' GRATE OR APPROVED EQUAL RIM TO MATCH PROPOSED ASPHALT. RIM=998.67 NEENAH R -4990 -DX TYPE 'I GRATE OR APPROVED EQUAL RIM TO MATCH PROPOSED ASPHALT. ft 12" HDPE �+ y TRENCH DRAIN DETAIL (NTS) W SCALE IN FEET 0 30 60 1 inch = 30 feet m E .t- ow am E o.6 m oco °- y3 V m m 8 a01i o wa wEOcayoC) Y m 2-0 m _ O E m m y C L'i r C T$ C C C J U 2 U O �- a 9 d° J 00 y'u au m m rmmvv Q.O V FI cn w C) M <a �o OoUl w � /1� W W U LL C' O z N z IM M Z W N �I S� 170 0 0 VL N = y m N Lo 07 W Wx o� } Z 114 � Z3 It WU) z l' W o O io CcZ z `J IIIIIIIIIIIIIIII� o z E .t- ow am E o.6 m oco °- y3 V m m 8 a01i o wa wEOcayoC) Y m 2-0 m _ O E m m y C L'i r C T$ C C C J U 2 U O �- a 9 d° J 00 y'u au m m rmmvv Q.O DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 U PROJECT NO. 22881 CSI -A M FI to w 5Z <a �o OoUl LNLI /1� W W U LL C' O W z IM M Z W N �I Q VL ~ x= z U W z o� } w z� WU) DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 U PROJECT NO. 22881 CSI -A WET TAP EXISTING 10" DIP WM W/ 10"x8" TAPPING SLEEVE AND 8" GATE VALVE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATERMAIN. REMOVE EX. SERVICE STUB & DISPOSE OFFSITE & PLUG OPENING PER CITY N ti STANDARDS. CONNECT TO EXISTING SSMH RIN 99973 i WITH 8" CORE DRILL AT INVERT EL EVATON 987.12. CONTRACTOR TO VERIFY EXISTING LOCATION & ELEVATION OF EXISTING SSMH.. z , -ST. C.B. SAN.M.M. / o M.H. RIM -997.42 RIU-00&it W.INV.=987.12 �Q 4Dc e. ZI A u TE HIGHWAY NO i /, P8"-22 li• BEND---- y� /�" / BEND WATER LINE UNDERNEATH PROPOSED STORM -SEWER LINE PER CITY STANDARD ¢1 INSTALL HYD W/6"- �GATE VALVE & i i�k8"x6" TEE ; GRD.=1011 90 n-- 5 XeW TEEW/ 6" GATE VALVE AND BOX bn • __ J BEND WATER LINE UNDERNEATH PROPOSED STORM' Y SEWER LINE PER CITY STANDARD ;MH 1 � I I - I -- ----'- -- s DO -CL -62 I I 6" PVC PLU " B DIP PLUG INV. 990.70 1 I 1 FFE 099.00 i FIFE101000 I I I I 1 I I J I I1 I 0 I 1 ,ST. C.B. — — —L---_-- �M.H. --- RIM=976.45 S INV. 967.35 I r} _s— r- I tt„ _,_-- % • -----t------ -- - j_�RIM-1014.23 E INV. -1009.93 DIP PLUG NW.INV.-1009.06 `SSMH 2 � CONSTRUCT 8" BOOT ® INV 989.43 W/8" PLUG 025 O /� 11 102 fd �� N � Qr r 00ol r LLJ pill ja1 II P4 z 020 = W W 60J J� N cc 102 Enw w TC 101099 N D X� CV Lo �=,x,0.,61 2 Ci] C" v W EC V) W m o >< to Z � WET TAP EXISTING 10" DIP WM W/ 10"x8" TAPPING SLEEVE AND 8" GATE VALVE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATERMAIN. REMOVE EX. SERVICE STUB & DISPOSE OFFSITE & PLUG OPENING PER CITY N ti STANDARDS. CONNECT TO EXISTING SSMH RIN 99973 i WITH 8" CORE DRILL AT INVERT EL EVATON 987.12. CONTRACTOR TO VERIFY EXISTING LOCATION & ELEVATION OF EXISTING SSMH.. z , -ST. C.B. SAN.M.M. / o M.H. RIM -997.42 RIU-00&it W.INV.=987.12 �Q 4Dc e. ZI A u TE HIGHWAY NO i /, P8"-22 li• BEND---- y� /�" / BEND WATER LINE UNDERNEATH PROPOSED STORM -SEWER LINE PER CITY STANDARD ¢1 INSTALL HYD W/6"- �GATE VALVE & i i�k8"x6" TEE ; GRD.=1011 90 n-- 5 XeW TEEW/ 6" GATE VALVE AND BOX bn • __ J BEND WATER LINE UNDERNEATH PROPOSED STORM' Y SEWER LINE PER CITY STANDARD ;MH 1 � I I - I -- ----'- -- s DO -CL -62 I I 6" PVC PLU " B DIP PLUG INV. 990.70 1 I 1 FFE 099.00 i FIFE101000 I I I I 1 I I J I I1 I 0 I 1 ,ST. C.B. — — —L---_-- �M.H. --- RIM=976.45 S INV. 967.35 I r} _s— r- I tt„ _,_-- % • -----t------ -- - j_�RIM-1014.23 E INV. -1009.93 DIP PLUG NW.INV.-1009.06 `SSMH 2 � CONSTRUCT 8" BOOT ® INV 989.43 W/8" PLUG 025 O V 102 � N � Qr r 00ol r LLJ pill ja1 II P4 z 020 = W W 60J J� N cc 102 Enw w N D X� CV Lo v 2 Ci] C" v W EC V) W m o >< to Z � 1015 C.7 k �:lo Z 1015 � a W N o Z z \ pW n II Z � 0 z� M PROPOSE GRADE ABOVE SANITAR LINE N �1 II LJ 1 U 1010 Z 2 m U Z w ,, ccCD E ISTING GRAD x1 } M I 1010 z CD LO woo / ,1 L II - 005 ,, --- II of 100 w 000 / f '` 100 f f �f 8" DIP CL52 995 6 995 I I I I f ( I I I I IIII I I ddf fi f, ff 990 1 1 ' '5�1'_ f f f -'f 990 282'-8" PVC SDR 26 0 0.5 " "OOT AND PLUG 985 I�cs 21'- "PVC SDR 6 0.507 ® INV 989.43 9p5 8 co � II II II 00 cc II co of 980 Z Z_ 980 _ LEGEND I I— PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED SANITARY SERVICE -4" PVC SDR 26 PROPOSED WATER SERVICE -1" COPPER TYPE K -y-�----->--- PROPOSED STORM SEWER PROPOSED PUBLIC 4" PVC SDR 26 PERFORATED DRAINTILE NOTES STUBS AND DIP SERVICES MUST BE TIED/RESTRAINED FROM PLUG TO MAINLINE TEE BY A CITY APPROVED METHOD. 2.) THE LOCATION OF ALL VERTICAL/HORIZONTAL BENDS, SEWER SERVICE INVERTS NEED TO BE VERIFIED BEFORE BACKFILLING PER MnOPS REQUIREMENTS. SCALE IN FEET 0 50 100 150 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET E „ E i a o o c o t 3vr�m 2 6 T cO 'o =6 E D m `m c C A C C C ��s t N y 1111 Up O V cn LLJ � P4 z v clirn i w N � CV Lo v af Ci] C" v Lil W o >< Ind Z � C.7 k �:lo Z � � a W N o Z z \ pW CO Z � 0 z� M N W W W 1�1LLI N �1 V) =a LJ 1 U m Z 2 m U Z w ,, ccCD Z W O } M z CD LO E „ E i a o o c o t 3vr�m 2 6 T cO 'o =6 E D m `m c C A C C C ��s t N y 1111 Up DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SS PROJECT NO. 22881 C9 -B O 1� P4 z v v Zz N W � �:lo o i a xWX N Z z pW Z � 0 z� M W W W 1�1LLI N �1 V) =a to W Z 2 m U w ,, W W O } M woo w DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881 SS PROJECT NO. 22881 C9 -B 11 STMH 100 CONSTRUCT MANHOLE OVER EXISTING 18" RCP mow\ m } a U a B` a FES 1 c S' 42" RCP NV 966.50 - , I _l WATER M.N. STMH 102 SAN. M.H. 1__ RIM -997.42 W.INV.-08V.-887.12 STA\` \ = a TC H/GH AY _ 41 Y1 NV rol J�STM EX 36" RCP ft--, LST. C.B. M.M. RIM=1014.23 '36' F.E.S. \ \ INV. -1003.38 FES3 — — 15" RCP— INV 1003.38 025 102 (V T N p 06 r_� h 01 rn 0 rn 0)o IIS TIN NII^ I II_ 11 O2O 0> co > cD OW M O M d) 00 > W W p �J � OW O �W ! 102 xLdII �_ W II F- (ndm o — J = F -MIL II xW II cnW Xgo 23•-12" RCP CLS Inwm mm / STMH 103 m cnla�m I / FES 2 I: TRENCH DRAIN-- --- - I 12" RCP RE 998.67 75'-15" RCP CL5 O 0.50% I j % 'INV 992.50 INV 996.00 j II I i - FES 4� , 1 FFE 1010.00 I I y� V 12" HDPE 25•-12" HDPE O 6.DX { I INV 994.50�j II FFE OW00 Q I�------------L---------i I — — ,ST. C.B. — — _ — — — O (M.H.RIM-78.45 ---- INV. -967.35 J © 010 I — I OVEDP-------I---- - --------- ® -_ Q I$ ___ �_ 101 OFF-SITE ------------ {^, �e O " ------X __-- rol J�STM EX 36" RCP ft--, LST. C.B. M.M. RIM=1014.23 '36' F.E.S. \ \ INV. -1003.38 FES3 — — 15" RCP— INV 1003.38 025 102 (V T N p 06 r_� h 01 rn 0 rn 0)o IIS TIN NII^ I II_ 11 O2O 0> co > cD OW M O M d) 00 > W W p �J � OW O �W ! 102 xLdII �_ W II F- (ndm o — J = F -MIL II xW II cnW Xgo II Inwm mm m cnla�m W EC m 015 _ ( 101 J 010 _ ® -_ /� __ I$ ___ �_ 101 i PROPOSED GRADE ABOVE S M SEWER f i I 005 3 100 EXISTING GRADE-\\�' I %! 70'-36" RCP CL2 ® 1.50% 000 100 _ �' `I i 1 °✓ 01 81 '-36" RCP L2 ® 6.04% j 995 __ ..... .... `; �� 995 , is n ,50 j i 990 990 --------------------- _ ---- 985 " 985 _- ' I G� 65'-36" RCP CL2 ® 0. 0% 980 �'°e 980 0 ;� 975 975 __. 970970 � 49'-42" RCP CL2 ®0. 4% 965 _ I I _ _ f E 965 INSTALL 42" FES 1 _ W/ TR SHGUARD. TIE ST 3 j JOINTS. 38.0 FIL1aER INV.=966.5 CY. OF CLT R BLANKET AlFES. PLACE P ES. & 0 m 00 co 00 0 o M i me o 01 0 m 0 I 00 00 0p 00 960 960 I �Lo(D 00 co -' "`— —`-- (ON M)� N 00� I M to� M II II �� I II MM II II II m� MM F- F- F- F- [955 ZZZ »> Z Z Z - ZZ -- ZZ -- Zz 1955 -- _ LEGEND I I— PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED SANITARY SERVICE -4" PVC SDR 26 PROPOSED WATER SERVICE -1" COPPER TYPE K ---->�>----y -•- PROPOSED STORM SEWER PROPOSED PUBLIC 4" PVC SDR 26 PERFORATED DRAINTILE SCALE IN FEET 0 50 100 150 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET Q M w � z v N CD I• O i rn co � N N W W O Q zc,4�- C: //A LLJ O �� \ cD O vi CN Lil U Lo C z 3 w z d N a E m l C T y m O — Vj aoEaoo a o L3 V •L+'pl V' D: Z ms o n o o o t d 0 C p`_ « Q 8 0� q oEmm��c� ACTSc M � V 0 A J 06 —m a'v oWN O O U �� M) W � 5Z <o �o to N fy IJ+1 1+ 1 U Lu ' _ •II C4 Z ( N W W W H V) F'� W T V) Z Vi w Wa U Iii a w O 0 3 F+'I E U r/2 11 In M z w DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881ST PROJECT NO. 22881 C9 -C 1.5" BIT. WEARING COURSE TYPE LVWE35030B 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW35030B 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION -'PEG SIGN TYPICAL PARKING SPACE STRIPING - I\ 12'x18'xl/8' ALUMINUM SIGN WITH WHITE LETTERS ON BLUE & BACKGROUND REFLECTIVE (R7 -8m) 5 SIDED POST OR 1 1/2" DIA. GALVANIZED POST. DRIVE 5 SIDED POST INTO GROUND OR SET PIPE POST IN OONC. BASE HANDICAPPED PARKING SIGN DETAIL Ck PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION R7 -8m 12" x 18" HANDICAPPED PARKING SIGN IMPERVIOUS SURFACE COVER SUMMARY TOTAL SITE AREA: 2.48 ACRES TOTAL BUILDING AREA: 0.36 ACRES TOTAL PARKING AREA: 0.25 ACRES PERCENT IMPERVIOUS: 27.8% NOTES 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.0' X 9'. 3. 8612 CONCRETE CURB & GUTTER (TYP.). 0 T SCALE IN FEET 30 60 1 inch = 30 feet 0] N O w Ck: z v cc T o i rn ao Lo m m w wX z N Lam z w �' o � co \ i C" CNN 00 L+J C-> rn ccz DRAWN BY JLS DATE 11/08/2012 REVISIONS 'CAD FILE ' 22881PAV ' PROJECT NO. ' 22881 C10 z 1 TV'S z �T P4 z 5z o�z �N Ozcn O J W z z O W X W Zz zI"; M Z r, W Fil to w N 1--I H vii W z x WU a } x w � zM P-4 DRAWN BY JLS DATE 11/08/2012 REVISIONS 'CAD FILE ' 22881PAV ' PROJECT NO. ' 22881 C10 CURB VARIES VARIES VARIES . �I GRADING FINISHED GRADE RADE PFt�E`' 1.01 HOLD DOWN �qR� es SELECT MATERIAL r -Lr -----------7 6" TOPSOIL L L J 6" TOPSOIL BUILDING PAD SECTION 1.5" BIT. WEARING COURSE TYPE LVWE350302 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW35030B 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION R/W 30' BUILDING PROPOSED BUILDING SETBACK LINE 6' TOPSOIL SITE I r FINISHED GRADING GRADE I r: F �1<71 �--- SELECTo BACKFILL / i UNSUITABLE \ MATERIAL i GRADE CORRECTION LIMITS NON -SELECT NON -SELECT BACKFILL MATERIAL SUITABLE MATERIAL BOTTOM OF UNSUITABLE MATERIAL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF SELECT MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL PUTTRESS DIMENSIONS PWF 22 1/ SENO 8°' Wldl/iFk IS eR 1 LIT 7' '1-4 TT iTT-'-��T-F 1 - 1 11 F -I 8 es s s Y• z rl 16 5-0- 21-.11 5' -try p G y 2 E`7 6 2.] e .� I L �1r 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 Ad' -rt e W 3ff4� W 4p.le's N11 N <Ikr - SECTION A-ACADMER Bade. t".6e $t - pw+ce. 1" Y 0 M)rF{Mfi1. 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ Bbhy-Sla-C•ui. Us 5 <mry1=3 Pak W. 6. Alln ea x mflI, Md UNal lreaValnba sT eia9e ® -a M'a 'i A PLAN Al %nos #w TAN CONCRETE SMALL• BE ON £'ONTACT TRR4 IN iS WADINWT OF, PIPE b B OT ..1114 c PIAN 22 1/T BENDS CONCRETE THRUST mum BLOCKING EMINEERING-DEPARIMEM 11p- 1002 Yam+el L^ 'Y I OLA36 5 BASE L- COMEMEIE SEE NOTES i T T.AIfML. b' THICK CONCRETE SATIEl LK. 2. V9¢ R' THICK FI[f GryiNER1tN. RE4>,'E1TA'f 6'RtMJ.4,N$- 3 ANT SPAOM AT 5• IRTERMAL3 ErtxppAAryry�BIIW ,1bNt aPACX'#e AT ' :Yf NTERVALS AND WHEN MBUTTMG EYd38NC GSWMTEIE AR $13NGTFRE. CONCRETE SIDEWALK 15µR¢ -IP ENGNEEl DEPARTMENT MT6 Y�, 5214 E wx ¢ Montle Gaeta, .4 AdjUl RIM, iSee Plate 2111 PTYdo 131 BgM1or 01 TI oehr ma MbRaWsFI f lial WW:hd# Rabe Mafi ( o w NnM R-19611 I6 tents,. I'M ROU to_t{1 1 Y t' +hn Mala. l 1 All KI -sem 11Tod, '•:'..- e., -oaten 10 Ma 0. 1/1 :.r /DMm4ta o e Pp e cprT1 }9E'9' SbPN ?- Tp.ae tn<Inw.t MaEk(•am NINn.0 of rt base 'a B M 14 dBW iR,Nas, TIOd'Tensa. I' m voAOWeaa ren .n # w dgth 9ra.La mon le 1. KA -n -Pal mannan a "AT emMEapd MaANtAWa 111 i. An lag Nana andl on Warn" at 9WAa and t'aot 3. When Me mAII It, catch basin sa <tuo 1. -NIT"'.... amsµ the ITIORO abb..Y Y anneq oo t IEA TO, (Ar. ' MPE Its metaead nµ1 IV IN, TaMd. cffff STANDARD MANHOLE a"�•�I ENGINEIANG DEPARTMENT 2101 9N• ,R. .N �m m .g1 ee regMl,ed to driam One Beata al me P0. ra�O 1- emtrcdr„ent mora Ne If needed Ft, tau awn OIATT, rd Mali tt In atcadahca' a8W MNDNT 3149.211 aqua fitter pppp¢¢agal - 2. P.VG eed5ng Wart:. ndRaa N1n 10p; Pasin9 a 3/e' wo- aru ke. Men 15RIO PPysing . NO. 1O3 areae. all I PIPE BEDDING III FOR P.V.C. PIPE 4MSLT-. z-Ia ENGINEERING DEPARTMENT 2203 a A t� A LI fm. 6660 TY ITT PI xa.armtlnu.•� Ha N-iDj81 IS eaLrcfi6 1 LIT 7' '1-4 TT iTT-'-��T-F 1 - 1 11 F -I T. Wens 6' a Tna SLI flS' A40 386 #9 99 1 Y• Cmdedme-t Yti TSC Yei 'cl gr' .� I L �1r 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 Ad' -rt e W 3ff4� W 4p.le's N11 N <Ikr - SECTION A-ACADMER Bade. t".6e $t - pw+ce. 1" Y 0 M)rF{Mfi1. 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ Bbhy-Sla-C•ui. Us d%mN"W ' eisOa dbm N PW TOP ,R. .N �m m .g1 ee regMl,ed to driam One Beata al me P0. ra�O 1- emtrcdr„ent mora Ne If needed Ft, tau awn OIATT, rd Mali tt In atcadahca' a8W MNDNT 3149.211 aqua fitter pppp¢¢agal - 2. P.VG eed5ng Wart:. ndRaa N1n 10p; Pasin9 a 3/e' wo- aru ke. Men 15RIO PPysing . NO. 1O3 areae. all I PIPE BEDDING III FOR P.V.C. PIPE 4MSLT-. z-Ia ENGINEERING DEPARTMENT 2203 P1M1 NEWS 1. ...LvanCy 4fl1E5: m`ir+e r5a""'°sr�"A"�F.een a. xTTu m. -M -_ e. :"anon ']ar wero-awu nn"I v. WunY�i"u �La"o-i[a-nN w+�ctN�i"i��v Wa.a,"T .•3 w. Qf10P PEDESTRIAN mwm CURB RAMP nEMsn: o-12 MK Ra 5215 N .c 9 53f ENGINEERING DEPARTMENT „e„y GME EXTRA RAN IN BOTTOM a A t� A LI fm. 6660 TY ITT PI xa.armtlnu.•� Ha N-iDj81 IS Na B-Sf@A P aan vale 54 Niurs 1 LIT 7' '1-4 TT iTT-'-��T-F 1 - 1 11 F -I T. Wens 6' a Tna SLI flS' A40 386 #9 99 N tae DMUI ham my C V r Yti Fe SIHS9Pe ls'Bl.eler 1Na. 8',. . TWO EXTRA BAR M BOTTOM PLAN OF COVER ' I L �1r 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 Ad' -rt e W 3ff4� W i N11 N <Ikr - SECTION A-ACADMER Bade. t".6e $t - pw+ce. 1" Y 0 M)rF{Mfi1. 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ Bbhy-Sla-C•ui. Us AVNCIE GfYdFR ft TINICF BOT1442 TOP ENn OF -THRUST RESIRAINT DE5Ip1 Fpr SUCTLE RON. PPE"�:treAmS DIAMETER N BARS Pat T BARS i . 6 Mudla Nc N-1 3 ] Ed1EN5.GR NO. SR 6 &e9y31e-Groµ 8-5091 I ,F,r W. 50 4 NQ fi !}oAv Na as4. i.u.•uyl 50MW 4 20 ND 30 E 4 Nom. E IN,,. le.. red. rw"db 4jH;vAaINO, w TYPICAL CURB No 59 20' N'D. BO 4 NQ. 0 4 ERwG DFPAR7'pIENT NC. `-0 1 N4 3 4 IID EE `S52o ,9521 -Ir NO. 4 Crate VPw deeptx 1/4' Sten N18+ Prafe.tlw 49522 W623N. No. 60 26 Evil or Z 11� TOP SLAB ' ENGINEERING DEPARTMENT waF xw 2108 NO all B5" i MI AYMN14I ' M eWr 2R6Y $:a -Gun \ _ MEG I ✓ _ Yaw me a TIE— Ta v BT5-4D SIO ros oelic . P'" WR.. NI BtaMlas BASE Y'Klly: 2IO.k� Y+i'kl NUb R BaNe. t ri 00 -. u YII� TYPICAL GATE VALVE O�1 AND BOX INSTALLATION m:.am z -w ENGiNEFAING DEPARTMENT Mx Io.: 1006 '... u ac. b.fr w �VD iml'F ya..' .bIl . .n"3 1 J OO !;1 1 Q190P N TYPICAL HYDRANT INSTALLATION e s FNGINEERIND DEPARTMENT NAME 1n.r 1004 OWI' AfM P1M1 NEWS 1. ...LvanCy 4fl1E5: m`ir+e r5a""'°sr�"A"�F.een a. xTTu m. -M -_ e. :"anon ']ar wero-awu nn"I v. WunY�i"u �La"o-i[a-nN w+�ctN�i"i��v Wa.a,"T .•3 w. Qf10P PEDESTRIAN mwm CURB RAMP nEMsn: o-12 MK Ra 5215 N .c 9 53f ENGINEERING DEPARTMENT „e„y GME EXTRA RAN IN BOTTOM a A t� A LI fm. 6660 TY ITT PI xa.armtlnu.•� Ha N-iDj81 I �-'-+TT Na B-Sf@A P aan vale 54 Niurs 1 LIT 7' '1-4 TT iTT-'-��T-F 1 - 1 11 F -I T. Wens 6' a Tna SLI flS' A40 386 #9 99 N tae DMUI ham my C V Oft Tot Nat Or TAW Pal To Yti Fe SIHS9Pe ls'Bl.eler 1Na. 8',. . TWO EXTRA BAR M BOTTOM PLAN OF COVER ' R R GIA s 4 r '. 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 Ad' -rt e W 3ff4� W i N11 N <Ikr - SECTION A-ACADMER Bade. t".6e $t - pw+ce. 1" Y 0 M)rF{Mfi1. 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ Bbhy-Sla-C•ui. Nc. V85G] 2]' AVNCIE GfYdFR ft TINICF BOT1442 TOP ENn OF -THRUST RESIRAINT DE5Ip1 Fpr SUCTLE RON. PPE"�:treAmS DIAMETER N BARS Pat T BARS i . 6 Mudla Nc N-1 3 ] Ed1EN5.GR NO. SR 6 &e9y31e-Groµ 8-5091 REMSErt O -w W. 50 4 NQ fi !}oAv Na as4. i.u.•uyl 50MW 4 20 ND 30 uMWa 4 Nom. E IN,,. le.. red. rw"db 4jH;vAaINO, w TYPICAL CURB No 59 20' N'D. BO 4 NQ. 0 4 ERwG DFPAR7'pIENT NC. `-0 1 N4 3 4 IID EE `S52o ,9521 -Ir NO. 4 Crate VPw deeptx 1/4' Sten N18+ Prafe.tlw 49522 W623N. No. 60 26 Evil MANHOLE Z 11� TOP SLAB ' ENGINEERING DEPARTMENT waF xw 2108 S a TaN ]WWI1�aa fm. 6660 TY ITT PI xa.armtlnu.•� Ha N-iDj81 ftnyfile MW Na B-Sf@A P aan vale 54 Niurs pOJQC4aOV T. Wens 6' a Tna SLI flS' A40 386 #9 99 N tae DMUI ham my C V Oft Tot Nat Or TAW Pal To ro i rtT 3n Fe SIHS9Pe ls'Bl.eler 1Na. 8',. '2"r 9 22 56 < 1 5 21 i 4d I1 8 2; e6 ' 15' 6 12� 29 .: 65 1 27 63 A 1 20 51 20" T 1 ab Bo 7 '14 34 77 6 13- 32 75 r '. 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 Ad' -rt e W 3ff4� W .et.. n-,.. I.D 11 IIIb N11 N <Ikr 06650 2B' 1 Na. H-1.,351 24' Bade. t".6e $t - pw+ce. 1" Y 0 M)rF{Mfi1. 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ Bbhy-Sla-C•ui. Nc. V85G] 2]' I Pn R' ENn OF -THRUST RESIRAINT DE5Ip1 Fpr SUCTLE RON. PPE"�:treAmS A,. Tat.• Na. 4880 i COOMMADdS ARE ENCOtIN1ERED. Mudla Nc N-1 3 ] Ed1EN5.GR V-, &e9y31e-Groµ 8-5091 REMSErt O -w i11a Na Sa 14'�ecv�ya 50 1 !}oAv Na as4. i.u.•uyl }c sonny ! e. e •]8-M uMWa OR £# 24AW N le.. red. rw"db DETECTABLE WARNING SURFACE TYPICAL CURB No 59 20' a -' ENcw ERwG DFPAR7'pIENT - 8•hy Ste -Gar. wa':= O EE `S52o ,9521 Na. S] B' Na_ $E 14 Crate VPw deeptx 1/4' Sten N18+ Prafe.tlw 49522 W623N. No. 60 26 1/2" R,:Dhb G sant- tdIMd SINAI M. Gaµ Vdw Nb Z M i fiat. 5'p4> Abel NO all B5" i MI AYMN14I Cn M eWr 2R6Y $:a -Gun No. H-, 63' F . YHS16 ggY�t NOW CNNWbi A� `4avli.nl O I 11� VYage Yu!vr AYfytA Cv:.formsy A Yaw me ft. fu h. Ta v BT5-4D SIO ros oelic . P'" WR.. NI BtaMlas BASE Y'Klly: 2IO.k� Y+i'kl NUb R BaNe. t O_ 00 -. u YII� TYPICAL GATE VALVE O�1 AND BOX INSTALLATION m:.am z -w ENGiNEFAING DEPARTMENT Mx Io.: 1006 '... u ac. jNAVN's` UAT < F I re M 1 ABCt4, t6 J' RNC3: L l NO, i sl ", .4 M. Ps:'101tN DIP 0l ,C OR AID BIN All SIT, '':..... J ,: 21 a E Fe4C T IN -.IT f, NG P 1a6 m 1 1fr4T s t - A 147 11 = aI L.. - - I IN OffOF & mmm BARRIER R " -10 ENGINEERING DEPARTMENT %NE ua. 2109 See SO, Poste Nc. 31, .r AM, MaAament Un 2 its sat f;Renbs pa pin(. MRaN of 60' fiaX los AT btibbm PI ppe N1 R.' T -ee CO.artf. Aaron edaB 6. Is. ".o & It ba II Iso, t T Cux; N npa k ta.5id Cdrer.t Tynan a GIMP. mtl1 u Mea eau ` AI anyM1eW 6.c4 henr aP,an N a Rn 1Gcetl Cpra to A9Rne ..n e%i.Tby Pbe vNda he tM ea Ne -.'... ac#:adN-m, ,e the yuan. cow I FLARED END SECTION c ENGINEERING DEPARTMENT wac RO'` 3108 951E &D.^Y. STP1 n IJ t Y all lwE= _ _ MT11AII TO as Al -.1 i YI N1V 9flfEC 10 Wl F W. NNYDRANT gTAIR i DI 1 10FJe1SJA4WG ,• Bk MJ. i •SR[5M:b5 ry a xo A. Al MYNI AAA, E F(At[ G]WVE BL:KK al a- Gn2 Mol 4 IIMJSbabIT ORTAMp 0Y.AR"3 SFS .Elroi w° A¢ "Wily ATI M..11 SMALL BF SH?KO y.a .,:M6 A ROONa i taY ill DANT 9J . BT mE 11ANLrKT W o 33L.SIE`- 5 9µµ61C AG 1 AabblWRp aY.M1. f TYPICAL LOCATIONON A LOC Ierso rw ENGINEERING DEPARTMENT RIDE Y°.: 1009 EEE NoW En Im9 1lY. rft <' I rcwMeL. at 4aa' 1 - T _ 3' 4'NCN 2.,54 o -4u' m 5 4Ass ,PA, Y E1`15 COM -az ,tI _x sOq h IN Tivni: =-5 D A6tg1 ] dNII i' R: N _'J Nt] dGI a.3 B B 3 OR P W a"2A PSG A M AG I G W IIS CR S19/ VU G1. Y i PT• b y OR 1' T H Mn14T'"YAti ., 71A Ot A CY'A#1PF3t a 1. aU n . _ Yt (E- OINS ,°GF IIQ4i Nf_MNU1lNIN. REq'iEM=4-5. 0.T`1R'4n. i£SIGII NIiY_'.l O=f='i{ilA1' .N. EltTSI:u G#MrE bVI. 'UJ IlJN]. ` IRAII c MAY I_ EY i NGCL--!1 ON •Non4.N A21- SO $, NO WI - CYTO BITUMINOUS bueLlueoi TRAIL (LY6E}t 1-1a MIF XO: ,n; xwP c>a_- aEaAsma ENG:NEERDIG DF:PARIMEN7 5216 L RI I Sk � I 1 f E .qkp Ah APY(rtHFPc W}4 INv -r7 rt=TA L Ali AI T, 1. ITY L- 1 - _ dE 66v:F: NTPr SEA_A,7 MArt: F91Vµ 1. 1. .t' I._ .l TI =,:VIS l }..ns.. TC OItiOF MANHOLE CASTING AND amm ADJUSTING DETAIL 1 ENGINEERING DEPARTMENT .Lv2 M°` 2110 MJnuArm,Ec e• m raMFesnm '� •LrsAl ivc, NAkaaall�Y R Jf �• .T-PlH flmcry`w1•1H61Nt �d18�f1os Wan AH9A caRD WATTROA1N IVJfiFR 'Tl SEWER 1R1'�1LlR9N 'YI d.W,FRA4l1P ��j:%15 ffiEITA:i U: T. SCF Pf% Qf[OF I WATERMAIN/STOR:V SEWER CROSSING ravl�:2-19 ENGINEERING DEPARTMENT Il 1l 2204 M!NIMUI F r- G4 hr STP.AINEO '- LF OU H :U CAN EACH SoE O1' BEND FOR DU iIL.E RON PIPE ' AMOUNTS If PIPE IS ANRAPPEO IN POLYETAYLEN_. SD% ,NCREASE ON AlDEAD EMUS. ria & -}, pOJQC4aOV WKR cB C£YfR flS' A40 386 #9 99 4' 2 7 B 't9 3 6 I 3 x 7 my C V II CD . ro i rtT 3n t ; '2"r 9 22 56 < 1 5 21 i 4d I1 8 2; e6 ' 15' 6 12� 29 .: 65 1 27 63 A 1 20 51 20" T 1 ab Bo 7 '14 34 77 6 13- 32 75 �, r 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 - .et.. n-,.. I.D 11 IIIb &M b¢ut µ.wRkAL#a 6' Shoe Formed 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ Tap 5 31 75 179 14 1. 72 L3 t i 69 1671 u Pn R' ENn OF -THRUST RESIRAINT DE5Ip1 Fpr SUCTLE RON. PPE"�:treAmS A,. 1H£ TABLE A2RAR'S CSN -GRAN SSA-_ AND TYPE LAYING CP4eMNS. i COOMMADdS ARE ENCOtIN1ERED. ry y RESTRAINED PIPE V-, w v.. a'+Y • e r . .� it U ams REMSErt O -w , ovasm NAE A9- 1011 !}oAv Na as4. i.u.•uyl s,a .. lWa�-a. salvor I. N cmu DETECTABLE WARNING SURFACE TYPICAL CURB TRUNCATED DOMES a -' ENcw ERwG DFPAR7'pIENT n1A¢MAp 5215A wa':= jNAVN's` UAT < F I re M 1 ABCt4, t6 J' RNC3: L l NO, i sl ", .4 M. Ps:'101tN DIP 0l ,C OR AID BIN All SIT, '':..... J ,: 21 a E Fe4C T IN -.IT f, NG P 1a6 m 1 1fr4T s t - A 147 11 = aI L.. - - I IN OffOF & mmm BARRIER R " -10 ENGINEERING DEPARTMENT %NE ua. 2109 See SO, Poste Nc. 31, .r AM, MaAament Un 2 its sat f;Renbs pa pin(. MRaN of 60' fiaX los AT btibbm PI ppe N1 R.' T -ee CO.artf. Aaron edaB 6. Is. ".o & It ba II Iso, t T Cux; N npa k ta.5id Cdrer.t Tynan a GIMP. mtl1 u Mea eau ` AI anyM1eW 6.c4 henr aP,an N a Rn 1Gcetl Cpra to A9Rne ..n e%i.Tby Pbe vNda he tM ea Ne -.'... ac#:adN-m, ,e the yuan. cow I FLARED END SECTION c ENGINEERING DEPARTMENT wac RO'` 3108 951E &D.^Y. STP1 n IJ t Y all lwE= _ _ MT11AII TO as Al -.1 i YI N1V 9flfEC 10 Wl F W. NNYDRANT gTAIR i DI 1 10FJe1SJA4WG ,• Bk MJ. i •SR[5M:b5 ry a xo A. Al MYNI AAA, E F(At[ G]WVE BL:KK al a- Gn2 Mol 4 IIMJSbabIT ORTAMp 0Y.AR"3 SFS .Elroi w° A¢ "Wily ATI M..11 SMALL BF SH?KO y.a .,:M6 A ROONa i taY ill DANT 9J . BT mE 11ANLrKT W o 33L.SIE`- 5 9µµ61C AG 1 AabblWRp aY.M1. f TYPICAL LOCATIONON A LOC Ierso rw ENGINEERING DEPARTMENT RIDE Y°.: 1009 EEE NoW En Im9 1lY. rft <' I rcwMeL. at 4aa' 1 - T _ 3' 4'NCN 2.,54 o -4u' m 5 4Ass ,PA, Y E1`15 COM -az ,tI _x sOq h IN Tivni: =-5 D A6tg1 ] dNII i' R: N _'J Nt] dGI a.3 B B 3 OR P W a"2A PSG A M AG I G W IIS CR S19/ VU G1. Y i PT• b y OR 1' T H Mn14T'"YAti ., 71A Ot A CY'A#1PF3t a 1. aU n . _ Yt (E- OINS ,°GF IIQ4i Nf_MNU1lNIN. REq'iEM=4-5. 0.T`1R'4n. i£SIGII NIiY_'.l O=f='i{ilA1' .N. EltTSI:u G#MrE bVI. 'UJ IlJN]. ` IRAII c MAY I_ EY i NGCL--!1 ON •Non4.N A21- SO $, NO WI - CYTO BITUMINOUS bueLlueoi TRAIL (LY6E}t 1-1a MIF XO: ,n; xwP c>a_- aEaAsma ENG:NEERDIG DF:PARIMEN7 5216 L RI I Sk � I 1 f E .qkp Ah APY(rtHFPc W}4 INv -r7 rt=TA L Ali AI T, 1. ITY L- 1 - _ dE 66v:F: NTPr SEA_A,7 MArt: F91Vµ 1. 1. .t' I._ .l TI =,:VIS l }..ns.. TC OItiOF MANHOLE CASTING AND amm ADJUSTING DETAIL 1 ENGINEERING DEPARTMENT .Lv2 M°` 2110 MJnuArm,Ec e• m raMFesnm '� •LrsAl ivc, NAkaaall�Y R Jf �• .T-PlH flmcry`w1•1H61Nt �d18�f1os Wan AH9A caRD WATTROA1N IVJfiFR 'Tl SEWER 1R1'�1LlR9N 'YI d.W,FRA4l1P ��j:%15 ffiEITA:i U: T. SCF Pf% Qf[OF I WATERMAIN/STOR:V SEWER CROSSING ravl�:2-19 ENGINEERING DEPARTMENT Il 1l 2204 M!NIMUI F r- G4 hr STP.AINEO '- LF OU H :U CAN EACH SoE O1' BEND FOR DU iIL.E RON PIPE INCREASE MMMNM LEN TYS BY TNF FOLLOWITIl AMOUNTS If PIPE IS ANRAPPEO IN POLYETAYLEN_. SD% ,NCREASE ON AlDEAD EMUS. 20% INCREASE ON ALL SENDS., ] 0' a' aJ WKR cB C£YfR flS' A40 386 #9 99 4' 2 7 B 't9 3 6 I 3 x 7 ^R a 6' S 12 2fi 5 :: 2 2 4 POhlvp Loi; ar Med anz 8 6 f 15 T34 16 15 33 3 B 32 '2"r 9 22 56 < 1 5 21 i 4d I1 8 2; e6 ' 15' 6 12� 29 .: 65 1 27 63 A 1 20 51 20" T 1 ab Bo 7 '14 34 77 6 13- 32 75 �, r 24' b I� rbt 95 8 '6 AD 42 B 15 3B B9 4' 10 21 50 i17 to 2A IB 143 9 19 46 '. CA &M b¢ut 36" 12 24 39 136 // 2D 57 133 11 22 54 129 6' Shoe Formed 42" IS 28 67 139 17 2l 85 153 12 26 52 I4$ TYPICAL CURB 5 31 75 179 14 1. 72 L3 t i 69 1671 ='Rr THE TABLE WAS DEWLOP6 FROM CRItER:A IDE IT6ED N THE 1982 ENn OF -THRUST RESIRAINT DE5Ip1 Fpr SUCTLE RON. PPE"�:treAmS aOB.ISf,D BY ME OUCTRE Ram+ RPE RESEARCH ASSOCIATION y.0I 1H£ TABLE A2RAR'S CSN -GRAN SSA-_ AND TYPE LAYING CP4eMNS. FEfER i0 QPRA FtA MWWUM ItTU'THS I. gFrEREli- SGL OR V.TNG COOMMADdS ARE ENCOtIN1ERED. 1111[ QIII� RESTRAINED PIPE sL REQUIREMENT FOR DIP REMSErt O -w ENGINEERING DEPARTMENT NAE A9- 1011 MITI tt PL aAR1AlxE ' a' Fq F I WYT P14GGE➢ EN € P� BEYB 6' Put SOF-25 PIPE AN. SORE 1/4' PFR POAT {F' 2'42- MARKER L1/2. PIPE. DIAMETER MW. SEE NOTE 2. \-G$_aN� ��A SANITARY SEWER SER'✓ICE CONNECTION DETAIL SFR`ACEE TO BE USEB IN f JUN nW Pt0.5TC PIPED MAINS FOR DEPIH OF OSTER 16 FEET OR LESS. NOTµ NT W4D NA..kM4 T5: ((MGN CA]KLrtO} 2 NHEN ShN TARP $EWER 5[RYICF; I$ NDT ACCOMPANIED BY A WATER SFRNQ IN TH SAME TRENCH. INSTPLL A 6' HEA ME FENCE POST NEXT TO 2 % 2 MARKER AND PANT TOP 6' OF POST RGTFT T CdiE,fN. }, :�ANOUT REQUIRED ON PRIVATE PROPERTY i dIiTANCE FROM NARI TO HOUSE Flata C aO FFFT. 4. Al I POPE SMALL BE BEDDED ON GRANULAR BORROW SM OR CGIRS€ ILTER AGGP.-GATE (3r ueH) CRfOf TYPICAL SANITARY SEWER SERVICE REN6EU 2-w ENGNJEEPING DEPARTMENT FORT NO, 2001 Ftp IIwEa c s INOTICE. RNow, Wusto, nob eoadmosto ma not 9eaad.6l. to assom andlm Tb,,OM. iI M. arw boa l enol h ad algan al Ppe .. Pion b`aa eOa 2 a 1s arig nea ON So Nfi fc a.tenrJAl tM deplk of the abs IoJM1d9 oar: a Ill, of ',WF9h3 tt ,et -'s All fW OONia•1 mo[aitl Shan W. aRrydance arta NNOCT 11 ]Y mu W @tR'MjgtelJp!e, PIPE BEDDING IN POOR SOILS RMAI 1-1e 1MT[ NJa NTE Nwea,ta'� nom: sssb ENGINEERING DE ARTME T 2201 I...'. OTT e r un Ike _ _ostanea Ie Y �r a •-Yv, BllumbaV9 #Oted01 A I I'Ptr _1I I/1" 5^r r Tap ...NmM°up Matcrgl • v sfoptr _- / 3 4 Ia' Mrro- BENE - ^R a 4 C+a16 as Got;,". POhlvp Loi; ar Med anz oa '2"r / ( aP Dtw Owa Md1r ,r Tf 1 f, TOT 4Tool 6952 �, r .. 1 _ Guwc.CA ate sed w 4' :• •• &M b¢ut t G� f .-d U 0.i Y Mtn PMtE ll. w ..:. 6' Shoe Formed -� P +1.14 wM. x N#dNZOs TYPICAL CURB MITI - ='Rr a &•J.^n ENGINEERING DEPARTMENT i c1 I jt 2sz 11 _xzl._.' IT In _i1__'•2' CROATIA.trr:- V) N r ' �,ir•�uj V/ •� N `IBE o s,a d - DI, GO z ry�l N \ 11� WIN TYPICAL CURB N AND GUTTER L55sEU BGg EENONWERING DEPARTMENT NRI 5203 I...'. OTT e r un Ike r 3r /f ./1• TOP Bkumlaw. Naleral 4 �s mpe a v C E - y o w E 5' I/1" 5^r r Tap ...NmM°up Matcrgl • v sfoptr _- / 3 4 C.- t. T a CanmOTT, „a culla ^R a lT' t2" P ie ➢,JY v:tn Pelgte ni-sap, POhlvp Loi; ar Med anz 28 R ioe BlWmineuv Nalen:Y ~ r P d' z' ro eoMtnte aw OUT, OAI1 Of 4' 1 L/ &M b¢ut r{tlCe tum"ObrC. Cab 6' Shoe Formed ppi�nn Y111R TYPICAL CURB OM AND GUTTER X 111 ENGINEERING DEPARTMENT P1Arz 11°` 5203 V / a A VATF �Fentce !',N q '. ITLYt•21f (A2Iv2.22 $_ %o.Ye.aY L M Sal 1/4"/Ft, 1J O I 1 mla nl E t.,,. dM1 ['4• IAIl i. 6' Pse. BOR -2s A, a sen- mm. T4" rill Tec ar Wye rad TV lama - 1 CV Cencrnfe fncasglnmf Sout., 6nwc MITIII Wptl III ANOI Mbm Gelated 2 When SOvlf y 4 Sake s aOf -ACEarTP-1. hY a Water Schee m (N Y H Mot .Same a ca ,+ B oav oI - f. Post Nex[ [0 2 v 2 �R Y IN. j 1 P rX Ti:1a 8 PI R G% s sNu Vas Q Bmde - PMR tee I. th. iaa IST.- m Thy ali, YLIsrsdYt R Rtl P Iy 1 P fytl ty - e, MOP: (o Ho43f Eacevde 90 FOR. s_ (TI ,Y%2t can ea Of m,vme Ie .1 an} & o- bend. or OEM (0 wro. caw:. C .Lots). 01117 SANITARY SERVICE RISER mum (GREATER THAN 16' DEEP) �'6ER'-04 ENGINEERING DEPARTMENT ^A'IL a9' 2002 wca RMANM Nmmd FII MAa�, 6omppdM to 9511 f De 9lonaa.a PvaclG Dm.ily II 7,1®rI �c NcWrd ES Mfic Pit 9 I amdiAtol A aGt l A T Is,Ea RI afbbe aampce:i n N @A ate sena piDo aeadMg arae hc4N1. sNON M sea as sham M de141 Mate 2101. 2 A -a. W011 W No topal N TO ow'... TM at l 111. D:pe Acensawa1 .mNms n: ia.Na1M if nevWd. PID. ( rql' mutabl M1alI he N<o,9Mw WIN Ml 3148.2H sawae Past ata WI ta. f. not Stn I of 1 0 Treiaa DihAP b..Sn . uP.d to AN S. P Brnd cuf PIPE BEDDING IN GOOD SOILS (� RCP & DIP PEMS 1-a ENGINEERING DEPARTMENT P1"h Ila.: 2202 E D 0 a v C E - y o w E a0 a^ o c o d 0 W � o "C °„1 0 d N 0 o a ci F Y d 0 d" 0 U 1�1 �w W Ln In OM X 111 Z V / z CNv M O V) J r ' �,ir•�uj V/ •� N 0 N O IDV CD w� d - DI, GO z N \ S Ol N Z mLn N N Cl OWN O EE w W L0 CN Z M i Z Cn � ♦ ^ LI O TUCO � QT O_ 00 -. u Z U O�1 w Z 1 J OO N a - E D 0 a v C E - y o w E a0 a^ o c o d 0 W 5Z "C °„1 0 d N 0 o a ci F Y d 0 d" 0 U 1�1 �w DI,- BITOm N TO l C5 Z Z OM X 111 Z V / 0 TN TO J 0 a a 0 m m Q M M M O V) J r ' �,ir•�uj V/ N x Waw 0 N O IDV w� d - DI, GO z N O GI N N N O •DO �.\ W L V N Cl OWN O DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881D PROJECT NO. 22881 C11 v M zulul W 5Z O~ W F 1�1 �w xNw Z Z X 111 Z V / 0_ z M M H V) FWool r ' �,ir•�uj V/ N x Waw zAll w� W"A O } �.\ W U V Z EE W L0 M DRAWN BY JLS DATE 11/08/2012 REVISIONS CAD FILE 22881D PROJECT NO. 22881 C11 July 27, 2012 Bee Hive Home: Attention: City of Chanhassen 1.0 Application Bee Hive Home is Minnesota, LLC is requesting to build a 9,100sq/ft Assisted Living Home that will serve 19 residents. 2.0 Proposed Location/size: 6330 Hazeltine Blvd, Chanhassen, MN 55331 Land Size = 2.2 acres 3.0 Occupancy Classification and Type of Construction The Occupancy Classification will be 13, condition 2. This occupancy classification will allow us to offer a fully secured building which is essential for residents with memory loss. The home will be built using traditional SB construction methods. 4.0 Executive Summary Description: The mission of Bee Hive Homes is to provide a safe environment in which the frail and elderly can reside in. Bee Hive Homes features family style living in a residential setting. This Bee Hive Home will be a planned environment allowing up to 19 residents to enjoy a quality lifestyle with group association that only a small development can provide. We will offer a quality home environment with professional services and staff. Meals will be home -cooked and served family style from a menu approved by a Registered Dietitian. Daily individual and group activities will be planned to reflect the interest of the residents in the home, and will involve local community resources such as schools, churches, and other organizations in the community. Although the home is designed to simulate a family environment, it will also incorporate safety features and amenities usually offered only in larger, institutional settings. These include a fire alarm and sprinkler system, wide hallways and doorways for easier access, personal alarm system, private bathrooms with showers in each resident's room, and a large dining and living room. Personnel: Staff will be available around the clock, with more staff during the day when meals are being prepared and more resident assistance is required. The home is projected to be full within the first 8 months of operation, at which time there will be 10 full and part time staff employed. All staff will undergo health and background screening, and be given orientation and periodic trainings on the needs of the expected resident population. Staff will be supervised by a House Manager who will be cross -trained in all areas of care. Demographics: Demographic projections show that the senior population will be growing dramatically, especially in the 75+ year age group, for at least the next 30 years. This will happen as the "Baby Boomer" generation begins to retire and as the retirees of all ages live longer due to improvements in our nation's health care. Increasingly, these people will be more able to pay for their long-term care, and will be more demanding in terms of the quality of life they expect. Both these factors bode well for a Bee Hive Home in this community, as it will offer a quality value to those who do not want to reside in an institutional setting. Owners Background: Owning Encore Senior Home Care for the past 4 years has provided us with knowledge and insight into this industry that can only be obtained through industry experience. We developed Encore from 4 employees in 2008 to currently having 47 employees on staff and 1.5 million in annual revenue. Co -Owner, Kate Stevens, has over 7 years of accounting experience and is skilled at review and analyzing operations to increase profitability and efficiency. Encore is respected and looked at as the premier home care agency in the western suburbs and we have developed relationships in the community that will ensure success for years to come. 5.0 Bee Hive Homes Success/History Over the past 25 years, Bee Hive Homes (headquartered in Boise, ID) has franchised more than 140 homes across 12 states. These homes offer a unique approach to aging and serve a desperate need in the community. Bee Hive exercises high diligence when selecting prospective franchisees to ensure success. Bee Hive takes pride in the fact they have never had a franchised home fail or close due to poor performance. Bee Hive takes an active role in assisting franchisees with marketing the home and advises on operational practice. Currently Bee Hive has 15 homes in construction and all will open in mid -late 2012. 6.0 Community Involvement It is our intention during the planning and development process to meet with local residents to discuss any questions, comments, or concerns. It is in Bee Hives best interest to have the support of the surrounding neighbors. 7.0 Building Materials 8.0 Preserve current conditions of land With the proposed site plan, we are able to maintain most of the natural conditions of the land. There is a ditch that will remain mostly intact as well as a 5 ft. Oak tree which is the flagship feature of the property. As well as maintaining the natural beauty of the land, we will add significant value in terms of landscaping and planting additional flowers and trees. 9.0 State Licensing and Certification In compliance with the State of Minnesota law, Bee Hive Homes will obtain a Class F Home Care License (allows us to provide the care) from the Minnesota Dept. of Health and also register the home with the Dept. of Human Services as a Housing with Services establishment (which allows the state to know where the care is being performed). 10.0 Future Plans Our goal is to build a 2"d home on the property in the future which will accommodate another 19 residents. SCALE IN GEST 0 b fi0 90 llU=WNxl LOT AREA = 91,584 S.F. IMPERMOUS SURFACE AREA = 26,997 S.F. R OF IMPER`AOUS SURFACE = 29.5% 1 1 \ • II I nUI OT ^ "J f1 I \\I 11, I //I�III I r 1 1 SCALE IN GEST 0 b fi0 90 llU=WNxl LOT AREA = 91,584 S.F. IMPERMOUS SURFACE AREA = 26,997 S.F. R OF IMPER`AOUS SURFACE = 29.5% A., StlEET INDEX l L \ O PROJECT TEAM aamv.rt 9TRUGTUM ENGINEER OVIL ENGINEER NNN£YYl T4 ELF/. DIAGRAM ® ELEV. DIAGRAM Q ELEV. DIAGRAM Q /�1IXI9T F10USE LOT B Jl IX15T. F10USEEXIST ROUSE LOT 9 /IC I' -P 1/IC � 1'A' I/16' 1'-P $ BEEHIVE s HOME5 N 9NER A� NUMEER 0 -- __ to L uo,— ka ol A�gw, xqZ 5, P -77: AFL 8 7 TT 4 3 TT 2 f I�VI VJLV - - ac of is si is i i i`a '� I -� i • i—� sa c• is I c. is ci iac• is cw •a c. �a -i u I f tWWI o 19 0W- Eg.. . - FPONT Trier. wR rwl IwM1!•i •R aR Rr• wR a• RR 1•... •R aR •R !R •R i1• wR a• •R iR •R i• •R aR ft a• RRaw wR aw RR aR 0 00 II ', •R +.• Iwa a.wl ws w• IwR aw :ws �• j �.��-� - cRRa c•wa wwa cw wa a wa --�. I�Bi @moi I00 @uI OW �L f �l ��•77 0� to �•4 S(bN W6rl� P's►wa�J � Gp,�M.Ny sln� � F �-1�► � f� t� �v � t�N��S - zo� Z_ S 0 u �.�14T•� e.jl IAVHNtr V- 6 Tib- l fes• CVT! OF CHr 'MrCI V F 20� 2,• MA( ,t Z¢ fl�• RiWG % rK/TZ4f troN— Vt�vt'12c,� 1�77s- �sv� �viol� ;ipeX l�L V AtiN�j Ile GK- aa s�N an 41'DNPl ps A49 wwllt2- Fiy{wq,,'o ftpe ' GD(.JetNS 101 A4 i9 FWN1� ^5"T1%9 GffE 4 V** N Lvw l�AfQ' S LbE ��evq-tw,N Go Mfz1': _ l T G' s l �r N CITY OF CHANHASSEN RECEIVED AUG 31 2012 CHANHASSEN PLANNING DEPT iYvg-t-j4vE M*Aq*4 201L MA'A of -4=. (i' C...: f�cmFIWG t0 t'lLhPtif K31�tG. NON- VtSR�c.� LY7i• VNG19ac- I��✓G %+4N'rJPY' 1'/IOb j'iOJs G>W M/l✓j Sf�vg /iUQ7�S gw� af.�✓p OFY WHHC F�MPM.�jHM 4 Maro.l+asryn L/41mWr TivT1 ru.•ieY wie9u! ibMd GlM&x RM/i/ WMsi.6 � r /f+NT110 mrt/Mw+H CITY OF CHANHASSEN RECEIVED AUu 31 2012 CHANHASSEN PLANNING DEPT v.•r 5HEEf INDEX u.raaa�aen+r�au i -TT off" -LLL�LLLIJM� PROJECT TEAM [artCK1�MRL d:M•.T '. �- .�P�^`"r IrpPstZ� 91RlICNRN. [NWNQR �amcvwew vu ncr:wm •aa�et an wA w woo a.ac+.w GCNRAL COMRACTOR u•nramau lona uc aw•..mrt moor m.w aNia� Gaza CIVIL CNGIN@R MNp.lumC mM.n,.wn Ctl1SPtae...rz : a tl�X4:CM 0071 I10OI I Sneer qg Nureece - - I .' 11�1nn � ullllp I�1111111�11� 11 11 11 — �1 11 �8 IIS O nl'11 .1�� J.�'\ ��` -- I \,� —." '..!`- �' ��•_. 1 � � 1 111 1 11 11 �� 11 I�II�y ISI 1�1�1 X11 �4/fz S r:Z� Hl VtF- idV � 1Z- A4 AI-Jaff, Sharmeen From: Shamla, Joe Sent: Monday, October 08, 2012 11:54 AM To: AI-Jaff, Sharmeen Cc: Tyler Stevens; jgcooper@jrhinc.com Subject: FW: Parcels 13 & 213 Attachments: par13&213.pdf -----Original Message ----- From: Geertsema, Michael (DOT)[mailto:michael.eeertsemafdstate.mn.us] Sent: Monday, October 08, 2012 11:33 AM To: Shamla, Joe Subject: Parcels 13 & 213 Joe, Apparently the culvert was installed in the wrong location, MnDOT and the Gowen's agreed to an exchange of lands. Attach are the documents for this exchanges. Quit Claim Deed for parcel 13 (green area 30'x30') and the parcel 213-a highway drainage easement (read area) which reads ......for highway drainage purposes, to maintain or replace present drainage facilities..." The culvert is the property of the State, I could not find any documentation that Mr. Gowen installed the culvert. Michael Geertsema Engineering Specialist Reconveyances Metro Right of Way 1500 West County Road B2 Roseville, MN 55113 651-234-7581 HIGHWAY - HA Opro., am. 515 A. J. Hansen Preacquisition Unit Chief a. A. Riley, Supervisor Reconveyance and Special Acquisition Unit S.P. 1008-04 (41-1-2) 901 Carver 0ounty Parcel 13 - Albert S. Gown, st al Proposed Hxahange of land (Descriptions) August 10, 1973 Authorisation has been gina to release and exchange lands as outlined in colors en the attached sap. Would you kindly arrange to have one description written for that Portion shcm in green on the map and one description for that Portion shown in ted on the map. When completed kindly return to eiy attention. J. A. Hilt', Supervisor Reocnweyence and Special Acquisition Unit Attachmentst Parcel Pile (1) 4empornr7 Pile (1) Cos J. A. Riley - 515 HIGHWAYS - R/W Oprs., Rm. 515 Honorable Wendell R. Anderson Governor RR7 Lappegaaid Commissioner S.P. 1008 (41=12) 901 Carver Oeunty Parcel 13 - A. S. Cowen Exchange of Lands November 30, 1973 Transmitted herewith is my Certificate and Recommendation. for the conveyance to kr. Benjamin H. Gowen of that tract of land as shaded .in green on the attached map. This portion of highway easement wee acquired to accommodate a culvert extension under the highmV. The culvert was actuslly placed at an angle to the highway centerline, D's. Gowea has agreed to convey to the State that tract shaded in red, in exchange for the State's Quit Claim Deed to that area shaded in green. If this conveyance meets with your approval, would you please execute both copies of the enclosed Quit Claim Deed and return the completed documents to H. 0. Brennan, Director of Right of Way Operations, Attentions J. A. Riley, Room 5159 Department of Highwaye. Rap Iappegaard cbnm,issioner Attachments: Certificate and Recommendation (1) Quit Maim Deeds (2) R/W 19ap (1) cc: R. G. Brennan - J. R. Deegan, 511 J. A. Riley, 515 K. G. Kloe§, 515 - RL:jhn % L. A. Korth ^ R. G. Brennan Y90 i� l� /� N Lta 3 r � m 1 0 ; C /f Uuf Y90 i� l� /� N Lta 3 r - !. � m 1 0 ; - !. .P. 1008 (41=12) 901 QUIT CLALd DEED The State of liinnesota having heretofore acquired from Albert S. Gowen and LYalyn d. Gowen, husband and wife, the real estate hereinafter described for trunk highway purposes, and the Commdssioner of Highways of the State having certified that the same is no longer needed and recommenaed the reconveyance thereof to the present fee owners, 3enjamin H. Gowen and Hideko Gowen, husband and wife, as joint tenants; 14ow, therefore, upon said recommendation and pursuant to !L.S.A. Section 161.43, the State of liinnesota, by Wendell R, Anderson, its Governor, grantor for the consideration of their granting to the State an easement for trunk highway purposes, does hereby release, quit claim and convey to the present fee owners, Benjamin L. Gowen and Hideko Gowen, husband and wife, as joint tenants, grantees, all its interest in and to the real estate situate in the County of Garver, State of linnesota, described as follows: That part of Tract A described below; Tract A: That part of the Southwest Quarter of the Iforthwest Quarter of Section 3, Township 116 north, Range 23 West, carver Wunty, YAin esota described as follows: Beginning at the northwest corner of the Southwest Quarter of the Northwest Quarter of said Section 3; thence east 139 feet to the center line of the Nxeelsior - Cheeks. Road; thence southwesterly along said road 267 feet to the west line of said Section 3; thence north 220 feet to the beginning; which lies between two lines run parallel with and distant 75 feet and 105 feet northwesterly of Line 1 described below: Line 1. rrom a point on the east and west quarter line of Section 4, Township 116 idorth, Range 23 Nest, distant 197.3 feet west of the east quarter corner thereof, run northeasterly at an angle of 71 degrees 16 minutes 00 seconds from said east and west quarter line (measured Prom east to north) for 829.6 feet; thence Page 1 of 2 pages deflect to the left on a ten chord spiral curve of decreasing radius (spiral angle 02 degrees 00 minutes 00 seconds) for 200 feet; thence deflect to the left on a 02 degree 00 minute 00 second circular curve (delta angle 12 degrees 39 minutes 00 seconds) having a length of 632.5 feet for 79.6 feet to the point of beginning of Line 1 to be described; thence Continue northeasterly along said 02 degree 00 minute 00 second circular curve for 30 feet and there terminating. containing 0.02. acre, more or less. Subject to the following restrictions; No access ahall be permitted to 'Trunk Highway ho. 12, renumbered 41, from the ]affix herein Conveyed. No advertising devices In any form or size shall be constructed, placed or permitted to be constructed or placed upon the lands except; (1 signs, displays and devices advertising the sale or lease of the property and (2) signal displays and devices advertising activities conducted on the property; the real estate shall not be used as an automobile junk yard or as a repository for rubbish in any form. Dated this ice- day of i11.:.� r ,ltd/. 19 7� Signed and sealed in the SPATE OF AiDu3s TA presence of: Approved as to fossa Special assistant Attorney Qeneral STATE OF h(EMIZ02A . La...a l /i<. • / 'The Great Seal of the State G�iLCI.lf, 'ly' Secretary of of State ) ss. OOONTY OF a kaa On this day of 19 before me a Notary Public within and for said Gounty, personally appeared Wendell R. Anderson, to me known to be the Governor of said State and the person described in and rtlo executed the foregoing instrument and acknowledged that he executed the same and caused the Great Seal of the State to be affixed thereto, by authority of !,S.A. Section 161.430 and ae the free act and deed of said State. _'vW'w'✓NM:J✓v`AWNF.SLW'JbUMVr.: Approved as to executd9 : TZAFTED �'CLIiGLC _ y i.k. :•tirBY.771ESTATIEOF`MIIM.EM_ TA Special Assistant Attorney General DEPARTMENT OF HIGHWAYS RECONVEYANCE UNIT Page 2 of 2 pages 81. PAUL, MINNESOTA 55155 HIGHWAY EASEMENT B.P. 1003 (41=12) S:'. Neg. 213 County of Carver ` Houle Section Trunk HiFheay Grantor, Minnesota for and in consideration of - a,= exchange of ].a=ds of eaual valu - �---� hereby courey. end Barr :nt_to the SLATE OF AU\NESMA, grantee, for highway purposes, together afth the unrestricted right toinprove .the same, free and clear of all incusbraucea, the folloeing described real estate in the Onunty of Carver -is the State of kh..csotu That part of Tracts A and 8 described below; Tract At That part of the Southwest Quarter of the Northwest Quarter of Seeder 3, Township 116 North, Range 23 West, Carver County, Minnesota; described as follows: Eeginn-ng at the northwest corner of the Southwest Quarter of the Northwest Quarter o' said Section 3; thence east 139 feat to the center line of. the Excelsior - Chaska Road; thence southwesterly along said road 267 feet to the west line of said Section 3; thence north 220 Feet to the beginning; Tract B: The south 30 feet of that part of the Northwest Quarter of the Northwest Quarter of Section 3, Township 116 North, Range 23 West, CarverCounty, Minnesota, lying west of Trunk Highway Ne. 41 as now located and established. which lies within Line 1 described below,: - Line 1: From a point on Line 2 described below distant 1139.2 feet northeasterly of its po'nt of beginning, run northwesterly at right angles to said Line 2 for 75 feet to the point of beginning of Line 1 to be described; thence continue northwesterly on the last described course for 30 feet; thence run northwasterly to a point distant 145 feet westerly (measured at right angles) of a point on said Line 2 distant 1149.2 feet northeasterly of its point of beginning; thence run northerly to a point distant 145 feet westerly (measured at right angles) of a point on said Line 2 distant 1189.2 feet northeasterly of its point of beginning; thence run southeasterly to a Point distant 75 feet westerly (measured at right angles) cf a point on said Line 2 distant 1159.2 feet northeasterly of its point of beginning; thence run southerly on a line run parallel with and distant 75 feet westerly of said Line 2 to the point Of beginning and there term._naY-ng. Line 2: Beginning at a point on the east and west quarter lina of Section 4, Township 116 North, Range 23 west, distant 197.3 feet west of,the east quarter corner thereof; thence run northeasterly at an angle of 71 degrees 16 minutes 00 seconds from said east and west quarter lire (measured from east to north) for 829.6 feet; thence deflect to the left an a tan chord spiral curve of decreasing radius . (spiral angle 02 degrees 00 minutes 00 seconds) for 200 fast; thence deflect to the left on a 02 degree 00 minute 00 second circular curve -(delta angle 12 degrees 39 minutes 00 seconds) for 632.5 feet and there terminating. - containing 0.05 acre, more or less: together with all right of access being the right of ingress to and egress from that part of Tracts A and 8 he-ainbefore described not acquired herein, to the above described strip. 3yitzou-.:rC-mac. p7r avz p:t e7cztkro Said grantors, for themselves, their heirs, executors and assigns do heresy raise, relessa and quit claim unto the State of ]Iinuesota an easement is perpetuity over, ?,roes and through the above described lends for highmy drsi--. purposes, to maintain or replace present drainaZe facilities, and that said grantore,. Leis arecu- tors and assigns do hereby release the State of Vim cots, its successors rid assigns, from all claims for any damages resulting tte. afrom.- asser7img, however, unto the grantors, their heirs, executors and assigns, the right to use said lands for any Purpose not inconsistent with the use thereof for highway drainage purposes. Dated _ JI- u' , iv7Y. In press--- -` Witness Witness Witness Witness Comas: L�•: e;"s -i STATE OF MINNESOTA j sa ) County of Carver On this yn 7// day of ,IAl- - 19 -ZZ, before me personally appeared Benjamin H. Gowen and Hideko Gowen! Lia vette to me knomm to be the person-6—described in and who executed the foregoing instrument, and acknowledged tha+ they executed the same ss 'L110—irhes act and deed' u •�.. �:.rr�_�e a. ceuuetr � •FM V a Y a'tN Y W Mf • Y:ry Y Y. n R r.M.S' W 5 - Ne delingoer farpsand t�ynsier �- C- ------dgy Dvptiry -' I hereby certify that the within easement will convey to the State of Minnesota for highway purposes a good titic to the land therein described, free and clear of all incumbrances. I further appmve said easement as to form and execution. 19— Special Assistant Attorney General. DYpartmear of Highways 0 2 p a a - 0 EBor C 0 o C w H 0 td z 00 Z 3 b 9 H syr Y v � P- •� E �f II U a'. , 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 corners 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: Tyler Stevens 6505 Fox Hollow Court Chanhassen, MN 55317 Phone: 612-770-7611 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 $183,790.29 letter of credit or escrow for the developer -installed improvements, the $33,024.00 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre-constmction meeting. The cash fee was calculated as follows: Administration Fee: 3% of $143,446.80 $ 4,303.40 Plat Application and processing fee $ 450.00 GIS Fee: $25 (plat) + ($10/parcel x 1 parcels) $ 35.00 Surface Water Management Fee $ 15,735.60 Park Dedication Fee $ 12,500.00 Total Cash Fees $ 33,024.00 SP -3 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/05/2012 9:10 AM Receipt No. 00205638 CLERK: AshleyM PAYEE: Title Mark 121 West Main Street Suite 200 Waconia MN 55387- 6330 Hazeltine Blvd Beehive ------------------------------------------------------- Administration Fee 4,303.40 Park Dedication Fee 12,500.00 Plat Application and Processing Fee 450.00 Surface Water Management Fee 15,735.60 GIS Fee 35.00 Total Cash Check 11006009 Change 33,024.00 0.00 33,024.00 0.00 GLEN LAKE 14550 Excelsior Blvd. Minnetonka. MN SS345 952.935.8663 fax 952.935.4957 COUNTRY VILLAGE IIS00 Highway 7 Minnetonka. MN SS305 952.935.5995 fax 952.935.1611 www.fn)cbank.com IRREVOCABLE LETTER OF CREDIT TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: ............ ............ FIRST MINNETONKA CITY BANK No. 7297 Date: November 30, 2012 We hereby issue, for the account of Stevens Investments, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $183,79029 available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, 'Drawn under Letter of Credit No. 7297, dated November 30, 2012 of First Minnetonka City Bank'; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 14550 Excelsior Blvd, Minnetonka, MN 55345, on or before 4:00 p.m. on November 30, 2013. 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 30th_ 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. Its Vice President 61 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 by August 1, 2013. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating4he 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 famish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $183,790.29. The amount of the security was calculated as 110% of the following: Sanitary Sewer $18,864.00 Watermain $29,000.00 Storm Sewer, Drainage System, including cleaning and maintenance $70,582.80 Future Street Connection $25,000.00 Sub -total, Construction Costs $143,446.80 Engineering, surveying, and inspection (7% of construction costs) $10,041.28 Landscaping $13,594.00 Sub -total, Other Costs $23,635.28 TOTAL COST OF IMPROVEMENTS $167,082.08 I SECURITY AMOUNT (110% of $167,082.08) $183,790.29 This breakdown is for historical reference; it is not a restriction on the use of the 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 SP -2 Q �% .o = a P.EcI-?iVE NoM � CI'UCNNhZSLJ. MN r T r- H I <nKMp�¢ 7 I�T—I r�z�3 it yt �Im"�yC� ENCORE SENOR LIVING amvm.leaa.lm. ssvr yy �� xsEll— Iaxwo-... 1171t� f�i I. 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PROPOSED DRAINAGE I - _ 46 AC an s ■1 f i, PROPOSED DRAINAGE I - _ 46 AC an s ■1 BEEHIVE HOME - CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 B�NGIYAEp ., sorry.., m..co v.:.� uoi.w-.w. ioi INDEX TITLE SHEET C'1 EXISTING CONDITIONS C2 SITE INFORMATION CS -G C) c EROSION k SEDIMENT CONTROL PLAN 'r FINAL GRADING k DRAINAGE PUN CT FINAL TREE PRESERVATION PLAN SUE FINAL LANDSCAPE PUN CB -B FINAL UTILITY PUN C9 -A FINAL SANITARY h MATER MAIN CONSTRUCTION C9 -B � -olk i CIO ' Cul F It l'.T^W UAV BEEHIVE HOME - CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 B�NGIYAEp ., sorry.., m..co v.:.� uoi.w-.w. ioi INDEX TITLE SHEET C'1 EXISTING CONDITIONS C2 SITE INFORMATION CS -G C) C6 EROSION k SEDIMENT CONTROL PLAN 1. ,I FINAL GRADING k DRAINAGE PUN CT FINAL TREE PRESERVATION PLAN ILI 11.11 FINAL LANDSCAPE PUN CB -B FINAL UTILITY PUN C9 -A FINAL SANITARY h MATER MAIN CONSTRUCTION C9 -B � -olk C CIO ' Cul BEEHIVE HOME - CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 B�NGIYAEp ., sorry.., m..co v.:.� uoi.w-.w. ioi INDEX TITLE SHEET C'1 EXISTING CONDITIONS C2 SITE INFORMATION CS -G EROSION k SEDIMENT CONTROL DETAILS C6 EROSION k SEDIMENT CONTROL PLAN co FINAL GRADING k DRAINAGE PUN CT FINAL TREE PRESERVATION PLAN ILI 11.11 FINAL LANDSCAPE PUN CB -B BEEHIVE HOME - CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 B�NGIYAEp ., sorry.., m..co v.:.� uoi.w-.w. ioi INDEX TITLE SHEET C'1 EXISTING CONDITIONS C2 SITE INFORMATION CS -G EROSION k SEDIMENT CONTROL DETAILS C6 EROSION k SEDIMENT CONTROL PLAN co FINAL GRADING k DRAINAGE PUN CT FINAL TREE PRESERVATION PLAN CS -A FINAL LANDSCAPE PUN CB -B FINAL UTILITY PUN C9 -A FINAL SANITARY h MATER MAIN CONSTRUCTION C9 -B FINAL STORM SEINER CONSTRUCTION C9 -C PAVING It DIMENSIONING PUN CIO DETAIL SHEET Cul GOPHER STATE ONE CALL IS I �e:tiL"SS:•zisr: 0 ._.mss.,...... .........�, � ^��: ^ STORM SEVER 4RUCNRE SCHEDULE C MMU Rt N0. 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OIpV , c4 YW491LM s+9aiuP.P,D�y somm Pop I Non -Scannable Item Item 2 C 05 Feehil/e- Reyis,o6 Description Folder Number - Folder Name 2° 1 S I D Job Number 2 3 2�Z Box Number 00 3 0 SONY SUPS CARVER COUNTY RECORDER/REGI OFFICE OF THE DOCUMENT( D 56683cument COUNTY RECORDER A 566835 CARVER COUNTY, MINNESOTA Receipt # RA 201200012981 Certified Recorded on December 03, 2012 12:49 PM Fee $46.00 1S668i5Mark IIII III III I III'I III County n Y Rdem doi DOCUMENT TITLE: DOCUMENT DATE: NAMES: /0 2Z /-L -. RECEIVED JAN 14 2013 CITY OF CHANHASSEN SCANNED CITY OF CHANHASSEN SITE PLAN AGREEMENT 2012-15 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated October 22, 2012, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and STEVENS INVESTMENTS, LLC, a Limited Liability Corporation (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012- 15 for BeeHive Home (referred to in this Site Plan Agreement as the "Project'). The land is legally described as follows: Lot 1, Block 1, BeeHive Home, according to the recorded plat thereof, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: (Al) Title Sheet dated received October 9, 2012, prepared by Sharratt Design Company. Plan B: (A2) Proposed Main Level Plan dated received October 9, 2012, prepared by Sharratt Design Company. Plan C: (A3) Proposed Lower Level Plan dated received October 9, 2012, prepared by Sharratt Design Company. PlanD: (A4) Roof Plan dated received October 9, 2012, prepared by Sharratt Design Company. Plan E: (A5) Proposed Elevations dated received October 9, 2012, prepared by Sharratt Design Company. Plan F: (A6) Proposed Elevations dated received October 9, 2012, prepared by Sharratt Design Company. PlanG: (Cl) Title Sheet dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan H: (C2) Existing Conditions Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanI: (C3) Soils Map/Site Plan Information dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Retum To SP -1 Title Mark M7wgst Main'. suite 200 Vja�onia MN 55387 3 7 Plank (C4) Existing and Proposed Drainage Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanK: (C5) Erosion and Sediment Control Details Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanL: (C6) Erosion and Sediment Control Details dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanM: (C7) Final Grading & Drainage Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanN: (C8 -A) Final Tree Preservation Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanO: (C8 -B) Final Landscaping Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanP: (C9) Final Utility Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanQ: (CIO) Paving & Dimensioning Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanR: (CI ]) Detail Sheet received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanS: (1 of 1) Final Plat dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2013. The Developer may, however, request an extension of time from the City. 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. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $14,953.40. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping) and will be included in the security required by the Development Contract. The City will release the security posted in accordance with the City Code. SP -2 6. Notices. 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: Tyler Stevens 6505 Fox Hollow Court Chanhassen, MN 55317 Phone: 612-770-7611 tyler.stevens@encorecare.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. 7. Other Special Conditions. On October 22, 2012, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012-15 for BeeHive Homes as shown in plans dated received October 9, 2012, based on the revised plans dated received October 22, 2012 and including the attached Findings of Fact and Recommendation, subject to the following conditions: A. Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. B. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. C. Building Official Conditions: 1) The proposed structure is required to have an automatic fire extinguishing system. 2) All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3) Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4) Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. 5) Demolition Permit(s) are required for the removal of any existing structures on the site. 6) The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. D. All rooftop and ground equipment must be screened from views. 0a] E. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, and the City Code amendment — Planning Case 2012-15. F. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. G. Sign illumination and design shall comply with ordinance. H. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. I. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. K. A permit is required for any work within the MnDOT right-of-way. L. The NURP calculations and or drainage area map must be revised to correlate to the plans. M. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. N. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. O. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. P. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. Q. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the .am number of SAC units assigned by the Met Council and are due at the time of building permit issuance. R. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. S. Existing easements are shown in the location of the proposed building. The building must be shifted outside of the drainage and utility easement. T. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. U. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. V. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. W. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. X. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. Y. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. Z. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alterative. AA. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. SP -5 1313. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. CC. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet C 1. DD. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. EE. The swale located southeast of the proposed building shall be stabilized in its entirety. FF. The SWPPP must identify the receiving waters for this project. GG. All City standard detail plates shall be edited so that they are legible. HH. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. IT. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. JJ. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. KK. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility casements. LL. The applicant shall work with staff on minor plan modifications. MM. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "A" and incorporated herein. SP -6 (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN To kFn ayor AND: d Gerhardt, City Manager The foregoing instrument was acknowledged before me this Sia y ofI12, by Tom Furlong, 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. I _ ✓ / / NOTARY PUBLIC =ENGELHAROTTa015 SP -7 STEVENS INVESTMENTS, LLC BY: TytWStevens, Chief Executive Officer STATE OF MINNESOTA ) ( ss COUNTY OF C arneIr) The foregoing instrument was acknowledged before me this `day of 1J rnKm�Qp- r 2012, by Tyler Stevens, Chief Executive Officer of Stevens Investments, LLC. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP -8 A NOTAR P BLIC JJEKIM T. MEUWISSEN otary Public-Min1 to Canm.s i. Fires Jen 31.2015 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan 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 Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plans K and L, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) 5610B month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. 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 site plan 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. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bilis not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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 Site Plan Agreement 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. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC -2 F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. 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 Site Plan Agreement shall not be a waiver or release. H. Recordine. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express 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 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. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws. Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. GC -3 r, M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. 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. O. 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. GC 4 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 575 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 within Outlot B, Reeds Orchard Ridge from Single Family Residential District (RSF) to Mixed Medium Density Residential District (R-8). Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 22nd day of October, 2012 by the City Council of the City of anhassen, Minnesota. dd Gerhardt, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on November 8, 2012) srn��•�� /a -I S Ste u v i 4,/ C(ott,Av.+�s The draft must a) Bear the clause, "Drawn under Letter of Credit No. 7297, dated November 30, 2012 of First Minnetonka City Bank"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 14550 Excelsior Blvd, Minnetonka, MN 55345, on or before 4:00 p.m. on November 30, 2013. 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 30th_ 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. �. ww BY: ' Its Vice President ,., SCANNED ............ IRREVOCABLE LETTER OF CREDIT FIRST M I N N ETO N KA GLEN LAKE CITY BANK 14550 Excelsior Blvd. Minnetonka, MN 55345 952.935.8663 No. 7297 fax 952.935.49x7 Date: November 30, 2012 TO: City of Chanhassen COUNTRY VILLAGE 7700 Market Boulevard, Box 147 11500 Highway 7 Chanhassen, Minnesota 55317 Minnetonka, MN 55305 952.935.5995 - Dear Sir or Madam: fax 952.935.1611 We hereby issue, for the account of Stevens Investments, LLC and in your favor, our www.fmcbank.com Irrevocable Letter of Credit in the amount of $183,790.29 available to you by your draft drawn on sight on the undersigned bank. The draft must a) Bear the clause, "Drawn under Letter of Credit No. 7297, dated November 30, 2012 of First Minnetonka City Bank"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 14550 Excelsior Blvd, Minnetonka, MN 55345, on or before 4:00 p.m. on November 30, 2013. 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 30th_ 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. �. ww BY: ' Its Vice President ,., SCANNED 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 by August 1, 2013. 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 $183,790.29. The amount of the security was calculated as 110% of the following: Sanitary Sewer $18,864.00 Watermain $29,000.00 Storm Sewer, Drainage System, including cleaning and maintenance $70,582.80 Future Street Connection $25,000.00 Sub -total, Construction Costs $143,446.80 Engineering, surveying, and inspection (7% of construction costs) $10,041.28 Landscaping $13,594.00 Sub -total, Other Costs $23,635.28 TOTAL COST OF IMPROVEMENTS $167,082.08 L SECURITY AMOUNT (110% of $167,082.08) $183,790.29 This breakdown is for historical reference; it is not a restriction on the use of the 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 SP -2 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 12/05/2012 9:10 AM Receipt No. 00205638 CLERK: AshleyM PAYEE: Title Mark 121 West Main Street Suite 200 Waconia MN 55387- 6330 Hazeltine Blvd Beehive ------------------------------------------------------- Administration Fee 4,303.40 Park Dedication Fee 12,500.00 Plat Application and Processing Fee 450.00 Surface Water Management Fee 15,735.60 GIS Fee 35.00 Total Cash Check 11006009 Change 33,024.00 0.00 33,024.00 0.00 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 corners 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: Tyler Stevens 6505 Fox Hollow Court Chanhassen, MN 55317 Phone: 612-770-7611 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 $183,790.29 letter of credit or escrow for the developer -installed improvements, the $33,024.00 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 fee was calculated as follows: Administration Fee: 3% of $143,446.80 Plat Application and processing fee GIS Fee: $25 (plat) + ($10/parcel x 1 parcels) Surface Water Management Fee Park Dedication Fee SP -3 $ 4,303.40 $ 450.00 $ 35.00 $ 15,735.60 $ 12,500.00 Total Cash Fees $ 33,024.00 1n,Amuavrenarvlttnge1rotn Family Residential District Affidavit of Publication CITY OF CHANHASSEN newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as CARVER NNEPIN COUNTIESS,,hnNMINNESOTA Southwest Newspapers ORDINANCE NO. 575 (B) The printed public notice that is attached to this Affidavit and identified as No. %`fa AN ORDINANCE AMENDING was published on the date or dates and in the newspaper stated in the attached Notice and said CHANHASSEN CITY COi*; State of Minnesota) " ..THECITY'SZONINGORDIN- )SS. Purpose of indicating the rezoning inclusive, and is hereby acknowledged as being the kind and size of type used in the composition BY REZONINGCERTAIN County of Carver ) PROPERTY THE CITY COUNCIL OF THE abcdefghijklmnopq CITY OF CHANHASSEN OR- - n DAINS: ➢ Section 1. Chapter 20 of the Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized Chanhassen City Code, the City's agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- zoning ordinance, is hereby amend- lager and has full knowledge of the facts herein stated as follows: 1n,Amuavrenarvlttnge1rotn Family Residential District (A) These newspapers have complied with the requirements constituting qualification as a legal (RSF) to Mixed Medium Density newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as Residential District (R -B). amended Section 2. The zoning map of the City of Chanhassen shall not (B) The printed public notice that is attached to this Affidavit and identified as No. %`fa be republished to show the afore- was published on the date or dates and in the newspaper stated in the attached Notice and said said zoning, but the Clerk shall Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of appropriately mark the zoning map on file in the Clerk's Office for the the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Purpose of indicating the rezoning inclusive, and is hereby acknowledged as being the kind and size of type used in the composition he hereinabove provided for in this and publication of the Notice: ordinance, and all of the notations references, and other information, abcdefghijklmnopq shown thereon are hereby incorpo- rated by reference and made a part - n of this ordinance. ➢ Section 3. This ordinance shall B be effective immediately upon its Lamie A. Harhnann Passage and publication. PASSED AND ADOPTED this 22nd day of October, 2012by the City Council of the City of Chanhassen, Subscribed and sworn before me on Minnesota. Todd Gerhardt, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen - this fig` day of /t/(/y//,,.yt(� ,(,... 2012 Villager on Thursday, November 0, 2012: No. 9792) � �e��nuc lvl�r•,aor� z_ N ublic ( _ RATE INFORMATION Lowest classified rete paid by commercial users for comparable space .... $31.20 Per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch SCANNED CITY OF CHANHASSEN SITE PLAN AGREEMENT 2012-15 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated October 22, 2012, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and STEVENS INVESTMENTS, LLC, a Limited Liability Corporation (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012- 15 for BeeHive Home (referred to in this Site Plan Agreement as the 'Project"). The land is legally described as follows: Lot 1, Block 1, BeeHive Home, according to the recorded plat thereof, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and fimrnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: (Al) Title Sheet dated received October 9, 2012, prepared by Sharratt Design Company. PlanB: (A2) Proposed Main Level Plan dated received October 9, 2012, prepared by Sharratt Design Company. PlanC: (A3) Proposed Lower Level Plan dated received October 9, 2012, prepared by Sharratt Design Company. PlanD: (A4) Roof Plan dated received October 9, 2012, prepared by Sharratt Design Company. PlanE: (A5) Proposed Elevations dated received October 9, 2012, prepared by Sharratt Design Company. Plan F: (A6) Proposed Elevations dated received October 9, 2012, prepared by Sharratt Design Company. PlanG: (Cl) Title Sheet dated received October 9, 2012, prepared by James R_ Hill, Inc. Planners/Engineers/Surveyors. PlanH: (C2) Existing Conditions Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanI: (0) Soils Map/Site Plan Information dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. SP -1 3 til :1:41:4 Plank (C4) Existing and Proposed Drainage Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanK: (C5) Erosion and Sediment Control Details Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanL: (C6) Erosion and Sediment Control Details dated received October 9, 2012, prepared by James K Hill, Irrc. Planners/Engineers/Surveyors. PlanM: (C7) Final Grading & Drainage Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanN: (C8 -A) Final Tree Preservation Plan dated received October 9, 2012, prepared by James K Hill, Inc. Planners/Engineers/Surveyors. PlanO: (C8 -B) Final Landscaping Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanP: (C9) Final Utility Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanQ: (C10) Paving & Dimensioning Plan dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. PlanR: (Cl l) Detail Sheet received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan S: (1 of 1) Final Plat dated received October 9, 2012, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2013. The Developer may, however, request an extension of time from the City. 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. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall fiunish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $14,953.40. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping) and will be included in the security required by the Development Contract The City will release the security posted in accordance with the City Code. SP -2 6. Notices. 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: Tyler Stevens 6505 Fox Hollow Court Chanhassen, MN 55317 Phone: 612-770-7611 tvler.stevens(a).encorecare.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. 7. Other Special Conditions. On October 22, 2012, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012-15 for BeeHive Homes as shown in plans dated received October 9, 2012, based on the revised plans dated received October 22, 2012 and including the attached Findings of Fact and Recommendation, subject to the following conditions: A. Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. B. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. C. Building Official Conditions: 1) The proposed structure is required to have an automatic fire extinguishing system. 2) All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. 3) Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. 4) Detailed building code related requirements have not been reviewed; this will take place when complete structurallarchitectural plans are submitted. 5) Demolition Permit(s) are required for the removal of any existing structures on the site. 6) The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. D. All rooftop and ground equipment must be screened from views. SP -3 E. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, and the City Code amendment — Planning Case 2012-15. F. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. G. Sign illumination and design shall comply with ordinance. H. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. I. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. K. A permit is required for any work within the MnDOT right-of-way. L. The NURP calculations and or drainage area map must be revised to correlate to the plans. M. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. N. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. O. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. P. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. Q. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the SP -4 number of SAC units assigned by the Met Council and are due at the time of building permit issuance. R. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. S. Existing easements are shown in the location of the proposed building. The building must be shifted outside of the drainage and utility easement. T. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. U. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. V. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. W. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. X. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. Y. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. Z. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. AA. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. SP -5 BB. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. CC. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet Cl. DD. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. EE. The swale located southeast of the proposed building shall be stabilized in its entirety. FF. The SWPPP must identify the receiving waters for this project. GG. All City standard detail plates shall be edited so that they are legible. HH. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 11. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. JJ. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented_ These additional quantities shall be added to quantities currently in the plan. KK. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. LL. The applicant shall work with staff on minor plan modifications. MM. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "A" and incorporated herein. ME t~ (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: K k4� To Furlong,,�fayor AND: JrJ\ ,j42 d Gerhardt, City Manager The foregoing instrument was acknowledged before me this;Ay ofllt_w_�12, by Tom Furlong, 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. , _ A ✓ / / NOTARY PUBLIC SP -7 KAREN J. ENGELHARDT Notary Public -Minnesota j My Commission Expires Jan 31, 2015 STEVENS INVESTMENTS, LLC BY: T Stevens, Chief Executive Officer STATE OF MINNESOTA ) ( ss COUNTY OFCanwv- ) The foregoing instrument was acknowledged before me this qday of 1� G"r m r 2012, by Tyler Stevens, Chief Executive Officer of Stevens Investments, LLC. City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 IT)m i1 /1 6JLJLtiJYV� NOTARkP_UBLIC SP -8 KIM T. MEUWISSEN Notary Public -Minnesota MY Co iss- EXPkea Jan 31, 2015 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan 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 Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plans K and L, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 there is fiill compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) GC -1 month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 7. Responsibility for Costs. A. 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 site plan 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 attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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 Site Plan Agreement 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. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or Permit phrase of this is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC -2 F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. 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 Site Plan Agreement shall not be a waiver or release. H. Resor ' . This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express 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 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. J. . Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am: to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws. Ordinances and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. GC -3 M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. 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. O. 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. GC4 x SIHAKK4 TTDE5/6N& COMPANY TO Tyler Stevens Encore 8/31/2012 BeeHive City Set ADDRESS PHONE FAX OTHER Encore 350 Suite 233 95_24261371 COMPANY DATE PROJECT SUBJECT VIA DESCRIPTION TRANSMITTED US Mail Design Sketches / Notes For Your Information Fax x Print Sets x As Requested Courier Original Tracings Review & Comment X Drop / Pick-up Specifications Review & Approval Air Shop Drawings Reference Over Night Samples Record Other Other Printing ITEMS ACTION 1 Transmittal No Response Required 6 Drawings / Set Respond 1 8 1/2x11 Respond ASAP 2 1 CD with PDF Files Urgent 10 Total Sheets NOTES Tyler Per your request, for your use attached plans issued 08-30-12 for the BeeHive project. If you have any questions, please let Mike or me know. CITY OF CHANHASSEN Thank you. Mark CITY AUG 31 2012 CHANHASSEN PLANNING DEPT COPYTO: File BY: Mark Telshaw +45econd 0 10 sior, MN 53331 ^e=932k70.973o ax 93vt7osto7 This communication may contain confidential information. Any use of the information contained within this document without the permission of the intended recipient is prohibited. If received in error please destroy. Thank you. CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/31/2012 10:50 AM Receipt No. 00197369 CLERK: bethanya PAYEE: Stevens Investments LLC 6330 Hazeltine Blvd, Chan, MN 256660110 ------------------------------------------------------- Rezoning ----------------------- ------ Rezoning Fees 500.00 Site Plan Review 625.00 Subdivision 550.00 Vacation of Right-of-Way/Easements 300.00 Zoning Ordinance Amendment 500.00 Notification Signs 200.00 Filing Fees/Attorney Costs 500.00 Property Owner's List 99.00 Total Cash Check 1104 Change 3,274.00 0.00 3,274.00 0.00 SCANNED Property Card Taxpayer Information Taxpayer Name ROR INC Mailing Address 2461 64TH ST W EXCELSIOR, MN 55331-8809 Property Address Address 6330 HAZELTINE BLVD City EXCELSIOR, MN 55331 Parcel ID Number 256660110 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAHA CREEK N N N Assessor Information Estimated Market Value 2011 Values 2012 Values Last Sale (Payable 2012) (Payable 2013) Land $103,500.00 $100,800.00 Date of Sale Building $76,100.00 $74,500.00 Sale Value Total $179,600.00 $175,300.00 Qualified/ Unqualified Disclaimer: This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages. and _ expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User. CARVER its employees or agents, or third parties which arise out of the user's access or use of data provided. COUNTY Wednesday, September 05, 2012 Carver County, MN Page 1 of 1 Parcel Information Uses Res 1 unit GIS Acres 2.16 Tax Acres Plat REEDS ORCHARD RIDGE Lot Block Tax Description OUTLOT B Building Information Building Style 1 STORY Foundation Sq Ft 441 Bedrooms 2 Year Built 1950 Finished Sq Ft 441 Bathrooms 1.00 Other Garage Y Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAHA CREEK N N N Assessor Information Estimated Market Value 2011 Values 2012 Values Last Sale (Payable 2012) (Payable 2013) Land $103,500.00 $100,800.00 Date of Sale Building $76,100.00 $74,500.00 Sale Value Total $179,600.00 $175,300.00 Qualified/ Unqualified Disclaimer: This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages. and _ expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User. CARVER its employees or agents, or third parties which arise out of the user's access or use of data provided. COUNTY Wednesday, September 05, 2012 Carver County, MN Page 1 of 1 Exhibit B Depiction of Easement Area z; M z; Exhibit A Grantor Property Legal Description At) undivided one-half (Ili) interest in and to the following propcny: Beginning at the Nortlrea st comer of Southeast one -quaver ofNurtircast one-quarter of Soction four (4), in Township 116, Range 23 West; thence_ running west 40 ruds; thence south 24 rods; thence East 40 rods; thence 2.4 rods to the place of the beginning, containing 6 acres. AND Begiwting at Northscest turner of Southwest quarter of Northu esl quarter of Section ? in Township 116, Ranpe 23; thence ntnning east 1?9 fe-t to the centerline of the Excelsior and Chaska road; thence southn•estlrly alone; the centerline of Said road 267 feet to the Brest line of said Section 3; thence, north along midsection lute 220 feet to place of t�eginning, containing 35/100 of an acre. Beginning at a point in the south line of the Northwest quarter of the northwest quaver of Section 3, Township 1! 6, Range 23, where said line intersects the Excelsior and Chaska Road, thence Westerly along said line and along the south lice of the Northeast quarter of the Northeast quarter of Section 4 in Said Tov.mship and nrnge to the South«e,3t coruct of the East one-half of the northeast quarter of the Northeast quarter of said Section 4; thence north at right angles 30 feet; thence east in a lino parallel with the said south 1 ine as heretofore described to the point of intersection with said Excelsior and Chaska Road above mentioned; th--n= along said mad to point of beginning. All of the above parcels of land excepting only such parts thereof as have heretofore been deeded to the State of Minnesota for Trwrk Highway No. 12 (row known as No. 41). IN WITNESS WHEREOF, the parties hereto have caused the foregoing Temporary Easement Agreement to be executed the day and year first written above. Grantor: Benjamin H. wen, Trustee of the Benjamin H. Gowen Revocable Trust Agreement dated September 6, 2006 dek Wwen, Trustee of the Hideko Gowen Revocable Trust Agreement dated September 6, 2006 STATE OF MINNESOTA ) ) SS. COUNTY OF 1JEWNFON ) The foregoing was acknowledged before me this 13 day of September, 2012, by Benjamin H. Gowen, Trustee of the Benjamin H. Gowen Revocable Trust Agreement dated September 6, 2006 and Hideko Gowen, Trustee of the Hideko Gowen Revocable Trust Agreement dated Septem 200 . GONZALODAVIDGUIIEAAEZBORJA Notary-- NOTAAYPUBLIC MINNESOTA MY COMMISSION EXPIRES 01/31115 Grantee: Stevens Investments, LLC, a Minnesota limited liability company Byz`_t Its STATE OF MINNESOTA ) ss. COUNTY OF fN ) The foregoing was acknowledged before me this _3 day of September, 2012, by VISO 7FVFP 5 , the �Q0✓ jrg l F zZ/� of Stevens Investments, LLC, a Minnesota limited liability company on behalf of the company. Not Document Drafted By: Best & Flanagan LLP (GDS) 225 South Sixth Street, Suite 4000 Minneapolis, Minnesota 554024690 (612)339-7121 GDNM DAVID GUTIERREZ BOW NOTARY PUBLIC -MINNESOTA MY COMMISSION EXPIRES 01/31115 1. Grant of Easement. Grantor hereby grants and conveys to Grantee a temporary easement to enter upon the Easement Area for Construction uses, including rough and finish grading, installation and removal of a silt fence, alteration and construction of storm drainage facilities, and related Construction work, all according to plans and designs approved by the municipal authorities pursuant to the terms and conditions herein. 2. Term. The term of the temporary easement is ten months, commencing on November 1, 2012, and a berm equal to the level of Highway 41 which will extend from the south side of easement to the north property line, and upon the expiration of said term the temporary easement shall automatically expire. 3. Easement to Run with Land. This temporary easement runs with the land and shall be binding upon the parties hereto, their successors and assigns. 4. Indemnification of Grantor. Grantee shall indemnify, defend and hold harmless Grantor and their successors and assigns from and against all claims, liens, damages, losses and expenses (including, without limitation, reasonable attorneys' fees and costs) arising out of the Grantee's use of the Easement Area pursuant to and during the term of this Agreement, provided that any such claim, lien, damage, loss, or expense (1) relates to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property including liens attached thereto, and (2) is caused in whole or in part by any breach by Grantee, its employees, agents or contractors of this Agreement, or the intentional act or omission of the Grantee, its employees, agents or contractors. Grantee shall promptly repair and restore at its expense any damage or destruction as a result of Grantee's activities caused to the Grantor Property, except for the Easement Area which shall be graded and restored pursuant to the plans and specifications approved by the municipal authorities. 5. Plan. The plan is to tie into the existing pipe that runs under highway 41 and run storm water to the north (west of Highway 41). Once completed, we will take out or fill any existing storm pipe that will no longer be active. 6. Expenses. Any costs associated with land development or gas related occurrences will be Stevens Investments responsibility. TEMPORARY EASEMENT AGREEMENT THIS AGREEMENT is made this _ day of September, 2012, by and between Benjamin H. Gowen, Trustee of the Benjamin H. Gowen Revocable Trust Agreement dated September 6, 2006 and Hideko Gowen, Trustee of the Hideko Gowen Revocable Trust Agreement dated September 6, 2006 ("Grantor") and Stevens Investments, LLC, a Minnesota limited liability company ("Grantee"). tl"110K Grantor is the owner of real property legally described on the attached Exhibit A (the "Grantor Property"). Grantee is acquiring property adjoining the Grantor Property legally described as Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota (the "Grantee Property"). 2. Grantee desires a temporary easement for the benefit of the Grantee Property to use part of the Grantor Property depicted on Exhibit B (the `Basement Area") for construction uses while constructing storm drainage piping and grading (the "Construction") in the Easement Area. 3. Grantor has agreed to grant a temporary easement to Grantee for use of the Easement Area for the Construction, as further described herein. NOW, THEREFORE, in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, the parties hereto agree as follows: C;;( GOWEN'S GARDENS October 2, 2012 To: Chanhassen Planning Commission My family has owned 6.85 acres at 6440 Hazeltine Blvd. since 1937. We originally installed a ceramic 12" drain file for property maintenance. Later, it was replaced at our expense, with a 36" galvanized pipe with a discharge apron. This is also on my land. The highway department has a 30'x 30' easement, but this is located in the wrong place according to the surveyed description. The school parking lot and tennis courts constructed across the street from my home have caused a large spring snowmelt runoff that flows across the street (Hazeltine Blvd./ Highway 41) and has flooded my property. Now, there is new construction underway directly to the north of my land at 6330 Hazeltine Blvd. l have spoken with the developers about the drainage issue. A berm, built parallel to and as high as the highway, was discussed and it seems to be the best solution to the runoff issue. This would force the water into the manhole already in place. Then, routing that line to the north around the new development, would provide a complete, one-time fix. As the owner of the property at 6440 Hazeltine Blvd., I am concerned that this runoff problem deserves a permanent fix now. Future development of my property may be affected by any other temporary solution. Also, in regard to the new development of 6330 Hazeltine Blvd., the natural gas supply line to my home "T's" off of the supply line to the current rental unit at 6330 Hazeltine Blvd. This must be re-routed at the expense of the developers of said new construction. Respectfully submitted, �9y Benjamin H owen & Hideko Gowen 6440 Hazeltine Boulevard • Excelsior, Minnesota 55331 • Phone: 952-474-3536 Located 2 Blocks South of Highway 7 on Highway 41 October 2, 2012 I'm requesting tabling the Beehive Homes — Planning Case 2012-15 until the October 16, 2012. I'm also granting the City of Chanhassen the additional 60 days to process this application. Tyler Stevens s w sn"rcy.� ■ ■ ■ ■ were going by the wayside, including Snuffy's and the others nearby. Pivec eventually closed and sold the res - f" t r taurant's name to the owners of Snuffy's Malt Shops, which includes a restaurant at Minnetonka Boulevard -• and County Road 101. Those restaurants are unrelated to his former drive-in. So, just how strong of a place does the original Snuffy's hold in the hearts of former MHS students? Nancy Countryman was an employee at the drive-in for 14 years before finally hanging up her apron when she had her first child. Working for Pivec all those years provided her with good money for college, an education on running a business, and a lifetime of penDrive-in opened in in the late '40s and ■ was owned by sad»c Ernie Pivec A tight ship Of course, some shenanigans took place among teenage couples who, after dark on warm summer nights, would make sure to park in the far back row of the Snuffy's lot. There, out of view, they might do a little "necking" But for the most part, not much in the way of tomfoolery took place on the drive-ins grounds. There was one reason for that and one reason only: Owner Ernie Pivec, who still Wes in the area- The reaThe former Navy seaman, who named his restaurant after a pet skunk, prided himself on running a clean, ship-shape business with efficient car hops, quality food and a friendly atmosphere. As a businessman, however, the one thing Pivec diddt put up with were loitering teenagers. "If it wasnt too crowded we would order food and sit on the hoods of our cars and talk and hang out for as long as we could; recalls Bollis, who often frequented Snuffy's with MHS classmates Chuck Rye '66, Tom Hendricks '66 and others right after school. "But when it got crowded, the owner. Ernie, made sure you stayed in your car and diddt hang around too long. He moved customers in and out when it was crowded" Not only was Snuffy's itself a great place to hang out, it was at the heart of an intersection -101 and 7 - that was not as rife with commercial properties as it is today. Families and groups of teens often made a night out of eating at Snuffy's and then heading over to the 7 -Hi Drive-in movie theater across the road (at the site of the former Kmart store), or to play a round of mini -golf at Lil i Putt, located next to Snuffy's. By the 1970s many of the country's drive-in restaurants memories. "It was a wonderful place, the heart of this commu- nity; says Countryman. "It was Grand Central Station because everyone would go there to eat and visit with each other and talk about what was going on. I'm not too sure theres been a place like that in Minnetonka since it closed up" Snuffy's holds a special place in Countrymaris heart for another reason, as she met her husband, Jim, there while she was working and he was customer. For John Kramer, Snuffy's was the place to show off his status as a newly married man after his wedding in 1969, just a week before he was heading off to serve his country. A friend of mine, Tom Mann `68, knew a local business- man, Benny the Bugman, who had this antique fire truck that could be rented out: Kramer recalls. "So the day after I got married the whole wedding party got on the truck and drove it all around the community. We were young and wanted everyone to see us having a good time. Well, back then if you wanted to see people and be seen by other people, you went to Snuffy's. So sure enough, we drove that old fire truck right to Snuffy's and circled the lot!" Snuffy's as it looked before closing in 1974. MinnetonkaAlumr ■ Minnetonka Drive-ins: the place to hang out Decades before the inception of testing, Facebook and Twitter, teenagers didnt require today's social media applications to find out where their friends would be meeting up for the night. Drive-in restaurants were the places to be. Back in the 1950s,'60s and even into the'70s, the Min- netonka area was home to several drive-ins that were, in some respects, focal points and gathering places for the community. Patrons could pull into a parking space, order their food and remain in their car while dining on All- American fare such as burgers, French fries, and malts. Among the drive-ins that dotted the local landscape were: The Smak at Vine Hill Road and Highway 7; Reed's on the west side of Highway 41 across from what is now Min- netonka Middle School West (then West Junior High); and Snuffy's on the northwest corner of Highway 7 and County Road 101, where Bremer Bank is now located- Each ocatedEach had its niche with patrons. Reed's, a rather small, family -run business with room for just a few cars, was not necessarily a teen hang out, even though students from West Junior High often stopped in after school for ice cream or a burger. Everything served by the owners, Guy and Jennie Reed — whose sons Gary ('57) and Roger ('53) graduated from MHS — was made from scratch. "People who wanted really good homemade food headed out to Reed's, recalls Nancy (Palm) Countryman '59. "Mrs. Reed would bake the buns for the hamburgers and you could smell BY JOHN MUGFORD that fresh-baked bread when you pulled in." As far as many former Minnetonka High School students can recall, The Smak had, at one time, been somewhat of a hang- out for teens and young people. But by the time Chris Bollis'65 was in high school, he recalls that it was no longer a cool" place for teens. Instead, it had become a rather popular spot for adults to have dinner or chat over coffee. "When I started working at Smaks, probably in 1966 or so, it was more of a highway cafe, a truck stop of sorts, with very good food; says Kathy (Kramer) Richardson'69. "People loved it and local people would eat there and see friends. It was the fust place I ever heard of with a Juicy Lucy hamburger, with the cheese stuffed in the middle of the meat? She notes that a few years later The Smak was sold and became Gordy's. Heart of the community By the late '50s and into the '60s, the place to be, not only for teens but adults and families alike, was Snuffys, which had more than 60 parking spots for drive-in diners. Open for busi- ness each year from about April to November, the lot was filled nearly every summer night at dinner time with families who filled their stomachs with good, inexpensive meals. However, right after the final bell rang at MHS and then later in the evening, after the dinner rush had ended, Snuffy's was all about teenagers being teenagers. "On Friday and Saturday nights during the school year, and then on almost every night during the summer, if you were in high school you went to SnufWC says Richardson. "It was the place to be." Her brother, John Kramer '68, adds: "If you were driving around and looking for something to do, you might drive by or pull into Snuffy's - if you could get in - three or four times a night. And if you did pull in, youd back your car into the spot so you could see and talk to everyone." Tom Wartman '69, recalls plenty of flirting going on. "There were a lot of cute car hops; he says of the girls who took orders and delivered the food "And if you had a nice car and wanted to show it off, you went to Snuffy's. I remember my friend Kurt Opheim '69 driving his blue Mustang into Snuffy's and how cool that was. And when I bought my 1967 Firebird, which I paid for with my own money and was really proud of, I made a point of cruising into Snuffy's" ' 0 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 10/2/12 CC DATE: 10/22/12 REVIEW DEADLINE: 10/30/12 CASE #: 2012-15 — BeeHive Homes BY: Al-Jaff, et al. "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary Plat to Replat 2.16 acres into one lot; Site Plan Approval for construction of a Continuing Care Retirement Facility (BeeHive Homes); and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Rezoning of property from Single Family Residential District to Mixed Medium Density Residential District, preliminary plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a Continuing Care Retirement Facility. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: West of Highway 41, 6330 Hazeltine Boulevard. APPLICANT: Tyler and Kathryn Stevens R.O.R Corporation 6505 Fox Hallow Court 2461 West 60 Street Chanhassen, MN 55317 Excelsior, MN 55331 Mr. Tyler Stevens Mr. Gary Reed Phone: 612-770-7611 952-494-8525 tyler.stevens(a)encorecare.com PRESENT ZONING: Single Family Residential District - RSF 2030 LAND USE PLAN: Office/Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 2.16 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving Rezonings because the City is acting in its legislative or policy- making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. 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. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 2 of 20 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. PROPOSAUSUMMARY The request consists of multiple applications to facilitate the construction of a continuing care retirement facility (BeeHive Homes). The request includes a Rezoning from Single Family Residential District to Mixed Medium Density Residential District, preliminary plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a continuing care retirement facility. The site is located west of Highway 41, 6330 Hazeltine Boulevard. Access to the site will be gained off of Highway 41 via a right-in/out only. The site is zoned Single Family Residential District. The current ordinance does not address this type of use. An ordinance amendment addressing continuing care retirement facility with standards will precede this application. Approval of this request is contingent upon approval of the ordinance amendment to allow the use with standards. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 3 of 20 The following is a summary of the requests: 1. Rezoning: The first request is to rezone the property from Single Family Residential District to Mixed Medium Density Residential District. 2. Subdivision/Preliminary and Final Plat: The second request is for the replat of 2.16 acres into one lot which will house the continuing care retirement facility. 3. Site Plan: The final request is for a site plan to construct a 15,681 square -foot continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 29.1%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include Limestone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. Access to the site is provided via a right- in/out off of Highway 41. As the property to the south of the subject site develops, this access will be closed and a full access will be gained from an extension to a future road from the southern property. 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 rezoning, subdivision and site plan with conditions as outlined in the staff report. s Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 4 of 20 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXHI, Division 9, Design Standards for Multifamily Developments BACKGROUND The Land Use Plan designates the area that is south of the 7/41 Crossing shopping center and west of Highway 41 as Residential Medium Density or Office. This category has been established to accommodate either an office building or a medium -density residential development. The medium - density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi -family dwellings, but would also permit the development of the continuing care retirement facility. Herman Field Park Subject Site Lake Minnewashta Regional Park 993.6 Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 5 of 20 SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in tum leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 29.1%. The design of the building is attractive and is proposed to be constructed of high- quality materials. They include Limestone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received MH• /P/ MH11F YW+/r�7yM y,�T MrA.{ yp,� �,,r 4 MMo w+MMe L/.i1wW. W�►� equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located inside the building and will be hidden from views. The added landscaping and boulevard trees will provide a calming effect to a busy area. The site plan request is for a 15,681 square -foot continuing care retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Homes. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. The following applies to the continuing care retirement facilities: (1) The facility shall maintain state licensing. (2) The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. (3) The facility shall be connected to municipal services. (4) The facility shall be of residential style and character with a maximum structure height of 35 feet. (5) Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. (6) One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. (7) The facility shall be located in a medium or high-density district with a gross density not exceeding 16 beds per acre. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 6 of 20 (8) Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The site will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one story appearance and most of the parking is located underground. The building has a capacity of 25 individuals and will require 3 employees on the major shift. This will translate to 11 parking spaces. The applicant is providing 15 spaces. The access to the site will be via Highway 41. LIGHTING/SIGNAGE The applicant prepared a lighting plan and included photometrics. Light levels 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. The applicant has submitted a light fixture design. This fixture is downcast and the light will be cut off at a 90 -degree angle which is consistent with the city code requiring all fixtures be shielded. The signs for this project include: One monument sign is proposed to be located along Highway 41. The majority of the sign is an architectural element. The size of the sign may not exceed 24 square feet nor be higher than 5 feet. The sign shall be set back a minimum of 10 feet from the property line. The sign must comply with the sign ordinance. The letters shall be backlit and use individual dimension letters, at least one-half inch deep. The sign materials are compatible with the building. The applicant must apply for a sign permit. PARKING The proposed ordinance requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building has a capacity for 25 individuals which translates to 8 parking spaces. The major shift will have 3 employees. The total number of parking spaces required is 11. The applicant is providing 15 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has a pronounced entrance. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 7 of 20 Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of Limestone and siding. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design The maximum building height permitted is three stories. The building meets the ordinance requirement. The rootline is staggered, adding articulation to the design of the buildings. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas. etc. The trash enclosure is located inside the building and is hidden from views. Recycling space and other solid waste collection space should be contained within the same enclosure. 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; Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 8 of 20 (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; (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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the 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. The applicant is proposing to rezone the property from RSF, Single Family Residential District, to R-8, Mixed Residential Medium Density District. The area to the north is occupied by the 7/41 Crossing shopping center, and the area to the east contains Highway 41. The area to the west is occupied by single-family homes guided Residential Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 9 of 20 Low Density, and the area to the south contains a single-family home and is guided Residential Medium Density. The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with 25 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. The developer is requesting preliminary plat approval to replat Outlot B, Orchard Ridge into one lot — BeeHive Home. Lot 1 is proposed to have an area of 2.16 acres and house a continuing care retirement facility. NORTH SOUTH EAST WEST DEVELOPMENT 7/41 Crossing Single Family Highway 41 Single Family Residential Residential Low LAND USE Commercial Medium Density NA Density ZONING Neighborhood RSF NA RSF Commercial The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with 25 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. The developer is requesting preliminary plat approval to replat Outlot B, Orchard Ridge into one lot — BeeHive Home. Lot 1 is proposed to have an area of 2.16 acres and house a continuing care retirement facility. Planning Commission Beeflive Home — Planning Case 2012-15 October 2, 2012 Page 10 of 20 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 a curb cut off of Highway 41. 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. 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; Finding: 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; Findine: 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; 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. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 11 of 20 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. Findine: The proposed subdivision is provided with adequate urban infrastructure. GRADING AND DRAINAGE The 2.1 -acre site is located south of a commercial area at the intersection of MN Trunk Highway 7 (TH 7) and MN Trunk Highway 41 (TH 41). The nearest intersection is TH 41 and Chaska Road to the east. Currently two single-family houses sit on the site that is otherwise wooded. The treed areas are to be left in a natural condition and the rest of the property is grass. These areas must be indicated on the plan sheets as well as how these undisturbed areas will be protected from grading, construction traffic, material stockpile and other disturbances. These practices shall then be installed prior to any earth -disturbing activities. This project will be graded to prepare the building pad, parking area, and ponding. The existing buildings will be removed prior to grading. Any demolition must comply with 40 CFR part 61, Subpart M — asbestos National Emission Standards of Hazardous Air Pollutants (NESHAP). The removal of two or more residential buildings on the same site is a regulated activity. This project will necessitate a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface while removing a comparable amount of woodland. The property currently has a channel with intermittent flows that receives water from a 36 -inch storm pipe in TH 41 right-of- way. This pipe receives water from Minnetonka Middle School, Melody Hill, Highway 41 and the property to the south. This channel discharges to an existing sedimentation pond which discharges to a wetland before discharging to Lake Minnewashta. Lake Minnewashta is not listed as impaired under section 303D of the Clean Water Act, but Lake Virginia which Lake Minnewashta discharges to is impaired. This channel is not under WCA jurisdiction nor is it a Department of Natural Resources (DNR) protected water. The United States Army Corps of Engineers (the Corps) has exercised jurisdiction as authorized by Section 404 of the Clean Water Act. The developer is proposing to reroute the intermittent channel using storm sewer. The applicant is working with Michael Setering of the Corps to procure a Regional General Permit (RGP-003-MN). This authorization will be needed before the channel can be disturbed. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. A permit is required for any work within the Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 12 of 20 MnDOT Right -of -Way. A temporary construction easement will be required from the property owner south of the site for connection to the existing storm sewer. A pond is proposed to treat the water to National Urban Runoff Program (NURP) recommendations. The drainage area for the pond does not appear to be correct. The rear of the building is shown to discharge to the proposed pond which is not possible without piping. The applicant must revise the calculations and or drainage area to correlate. This will also impact the credit received against the storm water utility fee. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. BLUFFS AND SHORELAND There are no bluffs located on the property. The property is located approximately 1300 feet from the OHW of Lake Minnewashta. This is outside of the shoreland overlay district. RETAINING WALLS No retaining walls are proposed with this development. UTILITIES Sewer and water exists along the north property line. To service this development and the property to the south, new sewer and water lines are needed. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Prior assessments for sewer and water were paid. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 13 of 20 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. As part of this development, storm water utility fees will be collected at the time of final plat. These fees are authorized under Minnesota Statute 444.075. These fees are based upon the potential runoff volume and pollutant load expected for the development type. They are calculated as water quality and water quantity with a credit given for water treatment practices. This site is 2.10 acres in size and has no public right-of-way associated with it. Currently the Pond is not shown in an outlot so it is included in the fee calculations. However, upon inclusion of this area within an outlot the ponding area will no longer be included in the fee calculations. Currently these fees are estimated as follows: Water Quality = $5,580/acre * 2.16 acre = $12,052.80 Water Quantity = $5,270/acre * 2.16 acre = $11,383.20 Credit = 1.56acre (0.5*$5,580/acre) _ $8,704.80 Additionally a $2,500.00 credit will be granted for a skimmer outlet structure. The total estimated Storm Water Utility fees due at the time of the final plat are $12,231.20. These will be updated as information is provided. EASEMENTS The easements shown on the plan do not cover the proposed utilities or the storm water treatment pond. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. Staff is ok with a portion of these easements to be vacated as long as there are no existing utilities in this area. ACCESS The City has been working with MnDOT on the access to this property. The plan is to construct a right-in/right-out access onto Highway 41. This access will be used until the development of the property to the south. When the property to the south develops, the developer will be required to provide access to the Beehive Home property. Staff believes the best access for this property is a full access across from the Minnetonka Middle School. This access is not possible Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 14 of 20 until the development of the property south of this site. In order to ensure the Beehive Home property connects to the new access, a letter of credit or cash escrow will be collected and held until the Beehive Home property connects to the future access point and removes their current right-in/right-out. The letter of credit or cash escrow must cover the costs to remove the existing access and construct the new access. EROSION AND SEDIMENT CONTROL This site will constitute a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface. This exceeds the minimum threshold allowed by the National Pollution Discharge Elimination System (NPDES) and will therefore require an NPDES permit for construction activities and a Storm Water Pollution Prevention Plan (SWPPP) meeting the requirements of the NPDES permit. In addition, the plan will need to meet the requirements of Section 19-145 of Chanhassen City Code. Proof of having received the NPDES permit will be required prior to any earth -disturbing activities. The S WPPP, the grading plan and the erosion and sediment control plan should clearly detail the timeline of all construction activities including the implementation of sediment and erosion control BMPs. It should be noted that these will be the minimum practices required and that these practices will likely need to be modified or enhanced as weather and site conditions change. Silt fence shall be standard machine -sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates have been included in the construction details of the plan set but are illegible. Fencing shall also be included to protect those areas that are to remain undisturbed throughout the project. This includes construction traffic, material stockpiling, grading and any other activities that may result in the decline in health of trees and other vegetation or the compaction of native soils. These areas should also be clearly indicated on the plan set. MISCELLANEOUS Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot, light poles, located in drainage and utility easements. The applicant shall work with staff on minor plan modifications. LANDSCAPING Minimum requirements for landscaping include 871 square feet of landscaped area around the parking lot, three trees for the parking lot, and bufferyard plantings along property lines. The Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 15 of 20 applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table: Applicant does not meet minimum requirements for bufferyard areas. Along the north and south property lines, there are expanses of existing vegetation that will satisfy the unmet bufferyard requirements. Staff recommends that the applicant increase the number of trees and/or shrubs in the east and west bufferyards to meet minimum landscape requirements. The west bufferyard plantings shall be concentrated in the area where the proposed building comes closest to the property line. The Autumn Blaze maples called for in the proposed landscape plan will be large trees at maturity, reaching a height of 60 feet and a width of 40 feet. They are proposed to be planted along the drive and near the building. Staff recommends that the proposed trees be spaced a minimum of 30 feet apart and from structures in order to provide clearance for growth and avoid structure conflicts. The applicant may also consider using smaller, columnar maple cultivars, such as `Apollo' or `Autumn Spire', in tighter spaces near the building PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Required Proposed Vehicular use landscape area 871 sq. ft. >871 sq. ft. Trees/ parking lot 3 overstory trees 10 overstory trees Islands/parking lot 1 islands orpeninsulas— 1 islands/peninsulas North property line, 200' 3 overstory trees -T—overstory trees bufferyard C 7 understory trees 6 understory trees 7 shrubs 0 shrubs Existing wooded area South property line, 140' 1 overstory trees 1 overstory trees bufferyard B 2 understory trees 3 understory trees 4 shrubs 0 shrubs Existing wooded area East property line, 200' 2 overstory trees 4 overstory trees bufferyard B 4 understory trees 4 understory trees 8 shrubs 0 shrubs West property line, 160' 2 overstory trees 0 overstory trees bufferyard B 3 understory trees 0 understory trees 6 shrubs 0 shrubs Existing wooded ---- Applicant does not meet minimum requirements for bufferyard areas. Along the north and south property lines, there are expanses of existing vegetation that will satisfy the unmet bufferyard requirements. Staff recommends that the applicant increase the number of trees and/or shrubs in the east and west bufferyards to meet minimum landscape requirements. The west bufferyard plantings shall be concentrated in the area where the proposed building comes closest to the property line. The Autumn Blaze maples called for in the proposed landscape plan will be large trees at maturity, reaching a height of 60 feet and a width of 40 feet. They are proposed to be planted along the drive and near the building. Staff recommends that the proposed trees be spaced a minimum of 30 feet apart and from structures in order to provide clearance for growth and avoid structure conflicts. The applicant may also consider using smaller, columnar maple cultivars, such as `Apollo' or `Autumn Spire', in tighter spaces near the building PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 16 of 20 Lot 1, Block 1, BeeHive is subject to the payment of $12,500 in park dedication fees (25 beds X $500 per bed). RECOMMENDATION Staff recommends adoption of the following three motions: 1. REZONING "The Planning Commission recommends approval of Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium -Density Residential for Beehive Home Subdivision contingent upon final plat approval, as shown in plans dated received August 31, 2012, and adoption of the Findings of Fact." 2. SUBDIVISION "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 2012-15 for BeeHive Home as shown in plans dated received August 31, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the fmal plat. The fees are estimated to be $12,231.20." 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for BeeHive Homes as shown in plans dated received August 31, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: @R"'' Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 17 of 20 1. The applicant shall increase the number of trees and/or shrubs in the east and west bufferyards to meet minimum landscape requirements. The west bufferyard plantings shall be concentrated in the area where the proposed building comes closest to the property line. 2. Increase spacing for Autumn Blaze maples and/or intersperse with smaller maple varieties. 3. Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 4. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. Demolition Permit(s) required for the removal of any existing structures on the site. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. All rooftop and ground equipment must be screened from views. 6. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, and the City Code amendment — Planning Case 2012-15. 7. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 8. Sign illumination and design shall comply with ordinance. 9. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 10. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 11. The developer will be responsible for all the costs associated with rerouting the stone water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 18 of 20 the proper sizing of the storm sewer through the site. 12. A permit is required for any work within the MnDOT Right -of -Way. 13. A temporary construction easement will be required from the property owner south of the site for connection to the existing storm sewer. 14. The NURP calculations and or drainage area map must be revised to correlate to the plans. 15. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 16. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 17. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 18. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 19. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 20. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. 21. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. Upon completion of the new access point, the Beehive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the Beehive Home property connects to the future access point and removes their current right-in/right-out. 22. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 19 of 20 23. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.393.1146 shall be added. 24. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 25. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 26. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 27. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. 28. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 29. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 30. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet Cl. 31. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 32. The swale located southeast of the proposed building shall be stabilized in its entirety. 33. The SWPPP must identify the receiving waters for this project. 34. The SWPPP shall be amended to include Chip Hentges, Carver County SWCD 952.466.5230 and Terry Jeffery, City of Chanhassen 952.224.6278 35. All City standard detail plates shall be edited so that they are legible. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 20 of 20 36. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 37. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 38. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 39. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 40. The applicant shall work with staff on minor plan modifications. 41. Approval of the site plan is contingent upon approval of the vacation of drainage and utility easements." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Application. 3. Reduced Copy of Plans dated "Received August 31, 2012" 4. Public Hearing Notice and Affidavit of Mailing. gAplan\2012 planing ca N2012-15 bee hive homes assisted living ficilityNsWreporl_doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of US Home Corporation — Planning Case No. 2012-15, Beehive Homes. Request for Preliminary Plat creating 1 lots; and a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium Density Residential and Site Plan approval for the construction of a Continuing Care Retirement Facility located west of Highway 41, 6330 Hazeltine Boulevard, On October 2, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Tyler and Kathryn Stevens for a Continuing Care Retirement Facility. The Planning Commission conducted a public hearing on the proposed development 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 RSF, Single Family Residential District. 2. The property is guided in the Land Use Plan for Residential — Medium Density or Office. 3. The legal description of the property is described as Outlot B, Orchard Ridge. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the R-8, Mixed Medium Residential District b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. 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; the proposed site is suitable for development subject to the conditions specified in this report. 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; the proposed subdivision is served by adequate urban infrastructure. e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. The wetland is proposed to be protected. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. 5. Rezoning Findings: 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 zoning 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 zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 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. 2 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. 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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. The Planning Commission regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. 7. The planning report #2012-15 dated October 2, 2012, prepared by Sharmeen Al-Jaff et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating one lot; a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium Density Residential, and Site Plan Approval for the construction of Continuing Care Retirement Facility. ADOPTED by the Chanhassen Planning Commission this 2nd day of October, 2012. CHANHASSEN PLANNING COMMISSION Its Chairman 9 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION nt Name and d- IC.rklk,._ Phone:bt v-7611 Fax: Email: �tsr . S wd.^ S QI:„ fPCAre. c• +n Planning Case No�o_—/5_ CITY OF CHANHASSEN RECEIVED AUG 31 2012 CHANHASSEN PLANNING DEPT Name and Address: NOTE: Consultation with City staff is re uired prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) Vacation of Right-of-Way/Easements (VAC) )fr3O0Z (Additional recording fees may appy) Interim Use Permit (IUP) Variance (VAR) Non -conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development' Zoning Appeal � � o Rezoning / ,// Zoning Ordinance Amendment cj o O Sign Permits Notification Sign — $200 / Sign Plan Review (City to install and remove) SDo t, 12S �� 6� X Es�ow for Filing ttorney Cost" S v0 Site Plan Review (SPR)' ($5g JZ UP/SPR /A )V R/WAP/Metes & Bounds 450 inorSUB Subdivision• A 30 r z 40 ; 35 TOTAL FEE $ 3. Aq `'I An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. -�3 vNAS *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECTNAME:'Oet i\JQ' �owtS LOCATION: 6330 Nzali}int- I�va tGblu�:wSSwn� MN SS33J LEGAL DESCRIPTION ANDPID:4 256660\I TOTALACREAGE: ZA A"eiS WETLANDS PRESENT: YES _ NO PRESENT ZONING: F -S f" REQUESTED ZONING: ?-'b PRESENT LAND USE DESIGNATION: %off REQUESTED LAND USE DESIGNATION:�CSi P%'kr4`7 REASON FOR REQUEST: C*. Ar -c**. o4 ' a. FOR SITE PLAN REVIEW: Include number of existing employees: O and new employees: 10 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or 1 am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. d l 1 �- ate ate gip1m\forms\deve1opment review application.doc SCANNED August 19u', 2012 Bee Hive Home: Attention: City of Chanhassen 1.0 Application CITY OF CHANHASSEN RECEIVED AUG 31 2012 CHANHASSEN PLANNING DEPT Bee Hive Home is Minnesota, LLC is requesting to build a 15,000sq/ft Assisted Living Home that will serve 25 residents. 2.0 Proposed Location/size: 6330 Hazeltine Blvd, Chanhassen, MN 55331 Land Size = 2.1 acres 3.0 Occupancy Classification and Type of Construction The Occupancy Classification will be 13, condition 2. This occupancy classification will allow us to offer a fully secured building which is essential for residents with dementia. The home will be built using traditional 5B construction methods. 4.0 Executive Summary Description: The mission of Bee Hive Homes is to provide a safe environment in which the frail and elderly can reside in. Bee Hive Homes features family style living in a residential setting. This Bee Hive Home will be a planned environment allowing up to 25 residents to enjoy a quality lifestyle with group association that only a small development can provide. We will offer a quality home environment with professional services and staff. Meals will be home -cooked and served family style from a menu approved by a Registered Dietitian. Daily individual and group activities will be planned to reflect the interest of the residents in the home, and will involve local community resources such as schools, churches, and other organizations in the community. Although the home is designed to simulate a family environment, it will also incorporate safety features and amenities usually offered only in larger, institutional settings. These include a fire alarm and sprinkler system, wide hallways and doorways for easier access, personal alarm system, private bathrooms with showers in each resident's room, and a large dining and living room. SCANNED Staffing/Personnel: Staff will be available around the clock, with more staff during the day when meals are being prepared and more resident assistance is required. The home is projected to be full within the first 8 months of operation, at which time there will be 10 full and part time staff employed, below is our staffing schedule when the building is full: • 6am-8pm, there are 3 staff on site and 1 cook (only during meal times) • 8pm-6am, there is 1 staff All staff will undergo health and background screening, and be given orientation and periodic trainings on the needs of the expected resident population. Staff will be supervised by a House Manager who will be cross -trained in all areas of care. Demographics: Demographic projections show that the senior population will be growing dramatically, especially in the 75+ year age group, for at least the next 30 years. This will happen as the "Baby Boomer" generation begins to retire and as the retirees of all ages live longer due to improvements in our nation's health care. Increasingly, these people will be more able to pay for their long-term care, and will be more demanding in terms of the quality of life they expect. Both these factors bode well for a Bee Hive Home in this community, as it will offer a quality value to those who do not want to reside in an institutional setting. Owners Background: Owning Encore Senior Home Care for the past 4 years has provided us with knowledge and insight into this industry that can only be obtained through industry experience. We developed Encore from 4 employees in 2008 to currently having 47 employees on staff and 1.5 million in annual revenue. Co -Owner, Kate Stevens, has over 7 years of accounting experience and is skilled at review and analyzing operations to increase profitability and efficiency. Encore is respected and looked at as the premier home care agency in the western suburbs and we have developed relationships in the community that will ensure success for years to come. 5.0 Bee Hive Homes Success/History Over the past 25 years, Bee Hive Homes (headquartered in Boise, ID) has franchised more than 140 homes across 12 states which offer a unique approach to aging and serves a desperate need in the community. Bee Hive exercises high diligence when selecting prospective franchisees to ensure success. Bee Hive takes pride in the fact they have never had a franchised home fail or close due to poor performance. Bee Hive takes an active role in assisting franchisees with marketing the home and advises on operational practice. Currently Bee Hive has 15 homes in construction and all will open in late 2012. �q0 6.0 Community Involvement It is our intention during the planning and development process to meet with local residents to discuss any questions, comments, or concerns. It is in Bee Hives best interest to have the support of the surrounding neighbors. 7.0 Preserve current conditions of land With the proposed site plan, we are able to maintain most of the natural conditions of the land. There is 4.5 ft. (diameter) Oak tree which is the flagship feature of the property. As well as maintaining the natural beauty of the land, we will add significant value in terms of landscaping and planting additional flowers and trees. 8.0 State Licensing and Certification In compliance with the State of Minnesota law, Bee Hive Homes will obtain a Class F Home Care License (allows us to provide the care) from the Minnesota Dept. of Health and also register the home with the Dept. of Human Services as a Housing with Services establishment (which allows the state to know where the care is being performed). SCANNED Or Y'e �W,OYW e,p R SEVEN rnpI I ONE v nPCIun BEEHIVE HOME me,.M Nmr wlleRiwN®rW :FYI u:Mp: �:.n lYrwi,w'�inxu YXW wP.r,. unrtl r ,Km.. eevbVe M6x, w u my bzm. m w; w fm,...., i. hnmwrmvrw��•a. L_ M1mM.r.wwwa. n..ruYrN I....en.wurit w �rxwrlN +mN+rXw.aw_r.. b_F K.,NXN Nrcwwwd >� Wy rw�ib:..mrur•.yre.w µwa�:�ewu Mu. �w .uYain:u�..♦anu.�se�wu wr..•mnuY�.er.ew.mn:�ewYi.. er me.e nm..n m. mr w re u me e:a RM♦Mltll®!� 0MY0� IYmaVw,w.Wr�Wwa_w�b/ .L_.Fmw(: Nw raY. Rrn NYmw W[�mrx.wMlw.rll.i� r.0yvbf: N�N tlYµ,ww..ww_bw M: Iw LN.yMG.,C�Mrp nNu� wmNJgwNwmerwFr FrMr•YYwre.C:rNeSnXM1�mrX Mwwm•:.�nwY •Yd. W niN�rm.Nwdu�ilNbFr4�.:Nlr+s1•Nw WtMym m wtlari. wr MVm b:� mM1YMYRWRAIIItlR WVOmIMY.101VYIlY bYM.mN WN nMe �� w.MereWwultiraw y. w I.m4w.w.u. •yrNm.. m V n. tlm�m. uRn mudr. NRY�rI Iwlr�mNYweYN1tlIMKYwIYw�bN b_..:_ wN�Y.NrmaK t � J / N eG J 1111 l o•urM.'m a rem: I a :. M1H x iMNC 6 6W91 III IEM OF 6 �C • m:e¢I,R Nd im, wMNR rau:o • Rwwi sr m o�¢"p1x•r:n rM•XM1NIvI it necNOY me,.M Nmr wlleRiwN®rW :FYI u:Mp: �:.n lYrwi,w'�inxu YXW wP.r,. unrtl r ,Km.. eevbVe M6x, w u my bzm. m w; w fm,...., i. hnmwrmvrw��•a. L_ M1mM.r.wwwa. n..ruYrN I....en.wurit w �rxwrlN +mN+rXw.aw_r.. b_F K.,NXN Nrcwwwd >� Wy rw�ib:..mrur•.yre.w µwa�:�ewu Mu. �w .uYain:u�..♦anu.�se�wu wr..•mnuY�.er.ew.mn:�ewYi.. er me.e nm..n m. mr w re u me e:a RM♦Mltll®!� 0MY0� IYmaVw,w.Wr�Wwa_w�b/ .L_.Fmw(: Nw raY. Rrn NYmw W[�mrx.wMlw.rll.i� r.0yvbf: N�N tlYµ,ww..ww_bw M: Iw LN.yMG.,C�Mrp nNu� wmNJgwNwmerwFr FrMr•YYwre.C:rNeSnXM1�mrX Mwwm•:.�nwY •Yd. W niN�rm.Nwdu�ilNbFr4�.:Nlr+s1•Nw WtMym m wtlari. wr MVm b:� mM1YMYRWRAIIItlR WVOmIMY.101VYIlY bYM.mN WN nMe �� w.MereWwultiraw y. w I.m4w.w.u. •yrNm.. m V n. tlm�m. uRn mudr. NRY�rI Iwlr�mNYweYN1tlIMKYwIYw�bN b_..:_ wN�Y.NrmaK ate® SHEET INDEX u.m�o'w'wx unrw+ e.e �nw ww.Tw PROJECT TEAM RRCNIRR lTCUMID CNGINCCR TwnwwamKewo wr�e� GCNCM CGMIN M nxaxr �m rae•. uc, cw �w 4MA�Yui wx. iWx evw,wx ewn CIVIL [NGINM ra'�`r`wR.o.o.e,ann Ieo eeu�weviu, ux eeu+ moK neew eu. BeeHive HOMES 9H[R A� NIIMO[R ywwnN �' iaaus "mirn tmwunva p Wumwaro s3wou aniNaag 9W�M M� YM'.. �T94xmJ'/N o�Yi W2Nl9m 11110 p n. n. wow .'wmv raw rvnaaa" x. r. rww.�w iIOLOVYW001VM;NS 9 pa. ft. pla xvu .n.awvm�wn anwieuwnU...m b - WJNIVN91VNlIOf TJ Y.Ynro�UwnN ` o- - AV21 ba Q. I I 1 I —_—_—__ __—_—_—_T-___— A = ' cYrmeuce _ _ — _ — _ — _ — _ i_ — _ — _ — _ — — ---------------------- ---------------------- _—_—_—_—_—_—_—_—_t --------- _—_—_—_—_—_— 1 I I I I I •wwi. I 1 I I I I V B C bD E F b O PPIOP05ED Lowrr 1 LEV N ve•- ro• ate® �.W SHEET INDEX �.IWfID WRIM• Nu 4.IVG®0[uNM .i.I1.YIXlD C[u.TCM _ — _ — _ — _ — rKO.IEOr Tenon caxncr� •Isioaraen —©t BTRUM MENGINEER CIVIL CNGINCCR .tJ GCN[RM COMB OR V YMW'.1ro .�.�O D.4W.Yf rrurtwsvu noun. _ — _ — _ — _ — �-y//��1 caxncr� •Isioaraen CIVIL CNGINCCR mKr¢rtx f.fNR In 1 1 1 V YMW'.1ro .�.�O D.4W.Yf �I �miweow awa .ion o�� Beefirve HOMES 911[[i A3 NUMBER 'Y i I I i •I -- --- ----- ---------- L R J _ •I '� � •I aS �9 �8 B ..C.e�.. 46 0 /-1 ROOP PLAN \'J la. - I• -v Beehive HOMES sneer (�4 NueneeR ..Y..Y. SHEET INDEX ' M�IIpIpN�CM4YN1 �.Vl I I numfm Yavun. .....w...,.... K:rivofinenfexf � I I I I - �_____♦ __-_______ I Y 1 _______________ _______________� •I .I PROJECT TEAM I I ZI m.r.n�.aYYffrn 9TRUI ENGINEER T _ — _—_—_—_—_ _ — _— _—_—_—_ — _ _—_—_— _ — _ —_—_—_ — _ i _ten mew L— —_—_—_—_—_ —__ _ _ _—_—_—_—_—_—_—_ _—_—_—_—_—_—_—_— _ mwruMi •I _—_—___—_—_—_—_ _—_ GENERAL CONfKd m � W4cfia ».YLxfY[. Y I� � Mifcmr w I I GNxwY u.fMff� I 1 1 I wiY fta tll ff CIVIL ENGINEER•• —- _ _ _—_—_—_- —_ _ _4 --_—_—_—_— _ 'Y i I I i •I -- --- ----- ---------- L R J _ •I '� � •I aS �9 �8 B ..C.e�.. 46 0 /-1 ROOP PLAN \'J la. - I• -v Beehive HOMES sneer (�4 NueneeR YLI F lull, 6coocc000E v-oic_c#==cd2___===c_q_q= t1 cq=q=c_=�cvv=d:k__ ,. A, • nPFF01 D - PRONT- PRON IT ..... '" «.. e..,, r-------- --- - - ------------I p - -:�_.��i /jam I PROJECT TEAM AR MITCCT 5TRURURRL ENGINEER VM huy ,�i�ero�vt' GENERNL CONTRACTOR is iwo. wm ww w. CIVIL ENGINEER auwrt sae BeeHlve HOMES 9MCR Afj NUMBER ate® ' 5HEET INDEX w.inrweo°rra;ea,w, u.,woa•oivartn v. PROJECT TEAM AR MITCCT 5TRURURRL ENGINEER VM huy ,�i�ero�vt' GENERNL CONTRACTOR is iwo. wm ww w. CIVIL ENGINEER auwrt sae BeeHlve HOMES 9MCR Afj NUMBER I I TI TI I I T it I I I I I •I e,. rt i „ If TA. /:;I,PRDF05- LFT U V 5: —ED a"® _. SHEET INDEX anr¢ nw me w .�mraeeuxx,sm n.. i.w.eeuMeau.n.w, uxrow ... roam n.x.row PROJECT TEAM NKMRER awrt.nwv wavrt ETRURVR ENGINEER r amciuwexoiwwxa GCNff P CONIRAROR YW w. CIVLL ENGINEER rnow.u.w.w x��o.ao�� w...roxox BeeHlve HOME5 �xww.ax.Nx,..w BN[R Aba NUMBER BEEHIVE HOMEcs c CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS ENCORE SENIOR HOME CARE a' 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 Go PHONE: (952) 426-1371 FAX: (952) 405-6671 j E E s l= SHEET APEX TE109TDW cl ry.... t•... 1 1 ` 1 �— �\ — — � SC.E:'dn'=ONE OROOSh'1Oi I CON CONDITIONS SUE IMRYATION CE C3-C4 .,.,. I...L ^ EROSION M SEDIMENT CONTROL DETA C5 , ,,..., 1 EROSION k SEDIMENT CONTROL PLAN CE ..... 1 �, / ww FINAL TRADMO k AP FINAL TREE PRESERVATION PLAN Cl CR -A . yvrt MAL LANDSCAPE PLAN RNV E CE -E i \ kPLW CLO D111EN9OMNC •.•, f I.. I � w, , h ♦ � D@TAd SHEET CIL ICCAMM MAP �— / — °- m---- -- t 419 — — — i „o —— RCNSONS w`o E enoe w, re�ww[o arwu 1 llwm - " CAD FllE „ FRD2C�I ND. cr a,R u�nui�, ,r m.czr cwxcn a sw m cwaa rt - wn,. x 1q :„ wusaol 1 1�, lql C1 a.ra1-``w�w.l 7:_ +ONITY MAG Ell C RCN 9L1 m IRON POVRo P DIB VAVLi PIRLR WA INEICAMP VALVe Po9i IND PoRBP POLB O POI. e • Cu R6R BE, D I.cT.lc R P11R60 ENO. 6ECflOM 0 / FCR n 1 .1EPxaxe Pn®1w Y MIRON Pe0L9ru :C CAICX I.ER NAMXOIb nO BRMRRN I.IN a1 .. VLLVB rLMBE BE. ]EETIOx TCP OF CURB PWP IINE LLL... .'. rov •P cA9nNc RVLYE M O ..x OL'EIOVOUE . V9 iTRE OA9PXRL1 9VWAEe FV / ORLrcL n..E RxmMw co PCEER uxc V) r — �B.E'n..N 7:_ +ONITY MAG Ell C RCN 9L1 m IRON POVRo P DIB VAVLi PIRLR WA INEICAMP VALVe Po9i IND PoRBP POLB POI. e • Cu R6R BE, D I.cT.lc R P11R60 ENO. 6ECflOM 0 OVY RWL M VLL FCR n 1 .1EPxaxe Pn®1w Y MIRON Pe0L9ru CAICX I.ER NAMXOIb nO BRMRRN I.IN a1 .. VLLVB rLMBE BE. ]EETIOx TCP OF CURB PWP IINE LLL... .'. rov •P cA9nNc RVLYE M O ..x OL'EIOVOUE . V9 iTRE OA9PXRL1 9VWAEe 10-1 9VPPLL'6 ORLrcL n..E RxmMw co PCEER uxc 'ARR., 9ER — �B.E'n..N OVLPMBAO PoMR ZINE ssxl n rt[r 'REE uB[ M(MCOMp Ccanty Colo SHOR�R�OOD oil y • ( I / '.yI IfI ^: ONE CROSSYO lC'.If N 30I 4 yi V/ I I SOILS MAP x rt 11 RCNSIONS M USGS MAP ^: ONE CROSSYO lC'.If N 30I 4 yi V/ I I SOILS MAP x rt 11 RCNSIONS M I I I CPVEN PJR^f ONE CRCSSIM; I L' -_K x v eeW I x I I/ EXISTING DRAINAGE T =2.49 AC. I I � I iaT v I \ inr e iar r I I I I CPVEN PJR^f ONE CRCSSIM; I L' -_K x v eeW I x I I/ EXISTING DRAINAGE T =2.49 AC. I T — 2.47 AC. I i I I r.' ONE CRCSSN6 �I WT2 I H I P � neNSloxs � I � I iaT v I \ inr e iar r T — 2.47 AC. I i I I r.' ONE CRCSSN6 �I WT2 I H I P � neNSloxs � MR* wean Nn za r=—tom J11 MY&C-0- V wean Nn N GOWR 0 ® msazo �o+oerz mu rtw w�PUMw��ivawmumv � o � `�Ngn ..o.ogo.�.,. me ® msazo �o+oerz mu ® ..o.ogo.�.,. me JCVGw FdR71, 0,NE CIROS I vv I LOT 2 . v �"tom \\--�� <� ^�^' •.�.. ix. Ho. A O oaf •ice; O Al -s �j •1^ Y ns 1 P 0 ° no.—• --"-'mow©® en^•��e�s©� �.� A.� �., mm��o•v®em. mn WWI i dd �. •v� ns o . � � �`• ° ��i awl � a e�� •� o &SCHEDULES 'TNMbSa C•'^��•"' �\ I STORM KKR STRUMRE %NEDUIE �-.•M. iC'E'.i°... 51RUCNRE NO. BID. INSIDE GM. NEEIIAH CASINO §BMX 100 S.BS ]2 DIA. R -Q11 .YCr��'tS."! OP \�A ,�yy11 nlr —inln I STMH TM101 ]AJ BO DIA. P-IBAR \ �•v°v 'VhTI V1rL vhvvvli vvo SH 103 11.60 i 12 DIA. ILOT 2 P-1814 a \\ 5 r I STMX 103 10.51 SO DIA. R-184 NEW m�'.e. ^•'1C •'irm j� \\ �\ 5.ii."^wi k 1 .y1:at:'\9a I YYYYYYW '/-�Iyy'cy%• "T.m� .•r "Asa`"_.^x4•�OR:?•�'°:.°'W'�.� 1 0 wi �\•. v""'�' p ]PrucH nnAN ra onul. PL9153VA�aiisJB�Li �,SP „O, 9 I o�t;� �I � � ...•._MIu:C �+ T 2 P 10T 0 m i T ta w° 01, d Q T 5 LOT 7 I � / p0 00 \\V U \\� SE,Gill 7R—i ONE, C1[ OS -31 I'llG � K! \` \ Y e Ir fjtt I .\I � 1 / �I-a / A \\ ' MRE&I15 UREACE COVER SIMMARY V.l LRIRIAI RR .M MS ORI.NN B1 i VT NI "` MFA. a M AMS CRR O / Mru MMRwa Mu a.s5 Rhes N 0Ah ••• I co�xR . I �INbJs fe.0 arnT/1t REvi5i0R5 O O �Sun[w—IiZ.— .nn[[tl� a nunB. I a eev / m:Mrt an R cmrtn Im.l Y % NEC-- - PY ING W AM ENJ SEC➢ON Nwxw:... ..._ Via. •._...«_ .\ V rA. = r_.... •� � '., 9/ 'ss, �••rro a"Q' 418.4 JIQ....14 T ' ® r- IhT1fLTlDh I J —Y- :amu ww.r t'r1iyi'�ii'.;R{4 ss.aa.. w..s,.._...,. i i i i i i xrcra: i i RY4RYtCYr4Ml � —. 1 =� _NLLy. WT+2' nJ I M1Wi. "411 — TI J 'd h ue,-- .. 6W.uME :im4.dtttr wa.P..sn: 7 I-9 wl" c. n. - wy'^u�mw 1J r^cs: :lR'axs ._'r:tn: ii — ii iiy — ii .�:•�, Mei ii ii fob: BEEHIVE-CHANHASSEN, MN Type: A Notes: 25 TALL, STRAIGHT SQUARE COMPOSITE POLE, 3' TALL CONCRETE BASE Emco Avalume Page I of 3 The Avalume is a rectilinear area luminaire defined by its sleek rounded profile and rugged construction. The housing is one-piece, die cast aluminum and mounts directly to a pole or wall without need of a separate support arm.The optical systems provide IES Types III, IV and V distributions. Vertical lamp luminaires feature vertical lamp position for minimized direct downlight and maximum performance The door frame is single -piece die cast aluminum and retains an optically clear tempered Rat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. Avalume luminaires are finished with a fade and abrasion resistant TG1C powdercoat. Flat glass lens luminaires provide full cutoff performance. Horizontal and Vertical Lamp HORIZONTAL LAMP (AVA) PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS AVA 1 3 250PSMH Ener the oral, code imo the aPPropute bat above. Note: Philips Gardco reserves the right to refuse a configuration Not all combined" and canjgurabons are valid. Refer to notes below for exdusions ant fate aierm Far quesdom or comems, please consult the factory. PREFIX MOUNTING DISTRIBUTION AVA Avalume Horizontal Lamp Luminaire AVV Avalume Vertical Lamp Luminaire H cal La Lires (AVA) Only 3 IESType III F IESType IV ForwardThrow 5 Type V MTS Medium Throw with Solite"' Lens (Fluomsrem only.) Type 3 repectors ship as Type F. Removal of an Msert cornea die reflector to Type 3. 1 .0 n 1I •ss 3V IESType III FV IESType IV Forward Throw 5V IESTypeV Type 31( reflectors ship -Type FY. Removal ofan tmertcomvK the M7.t or tri Type 31(. Type 3VM opts are rotatable in 90° mmm em a. WATTAGE VOLTAGE Single Pole Mount 2 Twin Pole Mount at 180° 2@90 Twin Pole Mount at 90° 3 3 -way Pole Mount at 90° 3@120* 3 -way Pole Mount at 120° 4 4 -way Pole Mount W Wall Mount WS Wall Mount with Compact Fluorescent Surface Conduit H cal La Lires (AVA) Only 3 IESType III F IESType IV ForwardThrow 5 Type V MTS Medium Throw with Solite"' Lens (Fluomsrem only.) Type 3 repectors ship as Type F. Removal of an Msert cornea die reflector to Type 3. 1 .0 n 1I •ss 3V IESType III FV IESType IV Forward Throw 5V IESTypeV Type 31( reflectors ship -Type FY. Removal ofan tmertcomvK the M7.t or tri Type 31(. Type 3VM opts are rotatable in 90° mmm em a. WATTAGE VOLTAGE 1611 Clovis Barker Road, San Marc*%TX 78W (800)227-07S$ (512)7S3-10" FAX: (5I2) 753-7855 skdightingsmtrt @ 2012 Koninklijke Philips Electronics N.V. All Righs Reserved. Philips Gadco reserves the right to change materials or modify the design of its product without notification as part of the cwspanys continuing Product improvement program. 79115-4310112 120 UNIV(AVA any, Homescan a*..) 208 Accept; 110V through 2771(, 50hz to 240 601oz inp1e 277 347 480 1. Requires mogul base lamps. 2. flu.mr luminaires (tabu ekmmic bottom that accept 120V through 2771(, 50hz to 601; input Spenfy'LNIW vo0W for 120V through 277V 3. Ruorescem avaA*k In AVA h mmat es only, MTS opbcs only. 4. fluarescem luminaires not ewsiabk in 347V or 4801(. PHILIPS Cx GARDCO IOOMH' 250PSMH (D3SOPSMH'© Puke Seen MH Magnetic Fkllast ISOMH' 250PS90— ® IOOPSMH'® 17SPSMH ® 320PSMH' Standard MH Magnetic Ballast 175MW 250MH' 400MH1* High Pressure Sodium Magnetic Ballast ISOHPS 250HPS 400HPS Compact Fluorescent (3)42TRF-' • 175MR 250MH and 400MH riot available (w sale n the United States. " 250 amt Rohe Start Mud Halide with a 90% effxera magna, ballast Complies with C.4o".1tNe 20 effective N112010. A wadable n 120.208, 240 or 2771(arty. E Wattages marked with Grck "E•• trot federal energy efPciercy stmdards apphcabk to 150 wort dnxogh 500 waft metal hakde luminaires only. 1611 Clovis Barker Road, San Marc*%TX 78W (800)227-07S$ (512)7S3-10" FAX: (5I2) 753-7855 skdightingsmtrt @ 2012 Koninklijke Philips Electronics N.V. All Righs Reserved. Philips Gadco reserves the right to change materials or modify the design of its product without notification as part of the cwspanys continuing Product improvement program. 79115-4310112 120 UNIV(AVA any, Homescan a*..) 208 Accept; 110V through 2771(, 50hz to 240 601oz inp1e 277 347 480 1. Requires mogul base lamps. 2. flu.mr luminaires (tabu ekmmic bottom that accept 120V through 2771(, 50hz to 601; input Spenfy'LNIW vo0W for 120V through 277V 3. Ruorescem avaA*k In AVA h mmat es only, MTS opbcs only. 4. fluarescem luminaires not ewsiabk in 347V or 4801(. PHILIPS Cx GARDCO Emco Page 2 of 3 FINISH OPTIONS' BRP Bronze Paint HS. Extemal House Side Shield BLP Black Paint LF' In-Pole/ln-Line Fusing NP Natural Aluminum Paint PCs Photocontrol Recepmcle WP White Paint LI (P with Photocontrol OC Optional Color Paint PCR Photocontrol Receptacle MIF' Mast Arm litter .10 m' Sped(y Opp Color or PTF2 Pole Top Fiver 2375" X 4" Who RAL mOGLGP or OGRAL7024. PTF3 Pole Top Fitter 3" - 3.5" X 6' Sc Special Paint pTF4 Pole Top Fitter 3.5" - 4" X 6' 15.9 kg Speo(y. Must supple color chip. QS'. Quartz Standby QST'- Quartz Standby -Timed Delay .27 W 30 m Q9241° Quare Emergency QT92410 Quartz Emergency -Timed Delay WG Wire Guard POLY" External Polycarbonate Shield TB Terminal Block DIMENSIONS AND EPA AVALUME HORIZONTAL (AVA3 Avalume Horizontal and Vertical Lamp S. Luminnfses shipped o•npkae (mm god reqube pdd aoralanors dol oPliooi. 6. Supplied stoodurd is Mk 7. Kd includes Ino Foes. 8. Not o.W bk ,.*h 480V. 9. Requires 2 318' OA MussAmr, 10. See QSIQ924T.W- 1 t. 250 axat movr••n R+oe rot QS I Q9241able 175 watts or less 100 Warn Abse I75 vnm m 400 was 150warts QS, QST, (2924 and QT924 options not available with 480V. r T100- 5.38" 13.70 cm 6.83" 16.50"16.00" } 17.40 cm 41.90 can 40.60 cm AVALUME VERTICAL(A)M Aralume Effective Projected Area (EPA) Approximate Horizontal Weight / Single_ Single Twin 314 (AVA) LI (P 2.2 k' 2.7 k' Flat Lens .10 m' .2S m' .31 W 35 lbs Who 1.2 h' 22k 3.2 h' Enemal 15.9 kg House Side y,ky S m' .27 W 30 m 1611 olovis Barker Road, San Marcos,TX 78666 (808) 227-0758 (512) 753-1000 FAX(S12) 753-7855 sktolightkng.com ® 2012 Koninklijke Philips Electronics N.V. All Rights Reserved, Philips Gardco reserves she right to change materiah or modify the design of in product vAthouc notification as part of the company s continuing product improvvneot program 7911513/0112 26 16. -- 412825" ton AraMrme ERective Projected Area (EPA) Approximate Vertical Weight / Single Single Twin 314 (AVV) 1.3 h' 26 ft' 3.23 h' Flat lens .13 m' .2S m' .31 W 46 lbs 201 kg wont 1.54 ft? 2 82 ft' 4.36 h' haemal House Side ShShield.I S m' .27 W .41 m' PHILIPS CM GARDCO Emco Page 3 of 3 Avalume Horizontal and Vertical Lamp SPECIFICATIONS GENERAL SPECIFICATIONS: Each Avalume luminaire is a rectilinear ELECTRICAL.• All electrical components are UL recognized and factory area luminaire defined by its sleek rounded profile and rugged construction. tested. Electronic and magnetic HID ballasts are high power factor. Magnetic HID ballasts are the sepamm component type. Electronic and magnetic HID HOUSING: The housing is one-piece diecast aluminum, and mounts directly to a pole or wall without the need of a separate support arm. The low profile rounded form reduces the Avalume Horizontal Lamp EPA (Effective Projected Area) of the luminaire w only 1.1 square feet (0.10 square meters), and the AvalumeVertical Lamp EPA to only 1.3 square feet (0.13 square meters) DOORILENS ASSEMBLY: The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The diecast aluminum lens fame hinges down from the housing and is secured by a stainless steel lanyard and hinge pin. The tempered flat glass lens is mechanically secured with four (4) retainers. The electrical and optical chambers are thoroughly sealed with an extruded one-piece memory retentive extruded silicone gasket to prevent intrusion from moisture, dust, insects and other contaminanta. OPTICAL SYSTEMS: Avalume Horizontal Lamp luminaires feature segmented reflector systems consisting of two tiers of highly specular aluminum facets, precisely aligned to achieve specific photometric distributions. Optical systems are of the fixed position type with the lampholder positioned on the arm -side of the luminaire. Avalume Horizontal Lamp fluorescent luminaires use a Medium Throw reflector with a Solite® glass lens (MTS). AvalumeVertical Lamp luminaires feature spun specularAlzaw and segmented reflector system consisting of highly specular aluminum facets, precisely aligned to achieve specific photometric distributions.The Type 3V/FV optical system is rotatable in 90° increments. The position -oriented mogul base lampholder in all luminaires is glazed porcelain with a nickel plated screw shell. ballasts are capable of providing reliable lamp starting down to -20°F I -29'C. Standard fluorescent ballasts are solid state. FINISH: Each standard color luminaire receives a fade and abrasion resistant electrostatically applied thermally cured triglycidal isocynurate (TGIC) textured polyester powdercoat finish. Standard colors Include Bronze (BRP), Black (BLP), White (WP), Natural Aluminum (NP). Consult factory for specifications on custom colors. LABELS: All luminaires bear UL or C.U.L (where applicable) Wet Location labels. WARRANTY: Emco luminaires feature a I year limited warranty. See Warranty Information on www.sitelighting.com for complete details and exclusions. FULL CUTOFF PERFORMANCE: Fuca cutoff performance means a luminaire dismixition where zero carMela intensity occurs at an angle at or above 90° above nadir. Addttbnally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of SW above mdir Thu applies to all lateral angles around the luminaire. CUTOFF PERFORMANCE: Cutoff perfomur¢e means a luminaire distntamon where dna candela per 1000 bmp lumens does not numerically exceed 25 (25 percent) at an angle at or abo e W above mdican,! 100 (I0 percent) at a vertical angle of 8V above nadirThis applies to all lateral angles around the lumnaim. 1611 Clovis Barker Road, San MarcosjX 78666 (800)227-0758 (512)753-1000 FAX:(S12)753-7055 sitellandig.com ® 2012 Koninklijke Millis Electronics N.V. All Rights Reserved Philips Gardco reserves the riglst to chnV materials or modify the denipi o(a product widwuc ratification as part of the compariy, continuing product xrpmvement M opam 79115-43/0112 PHILIPS CA GARDCO S �Lv G�� i-�yTi v':G ..11v JJii'av I I CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on September 20, 2012, 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 Public Hearing for Bee Hive Homes — Planning Case 2012-15 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. Subsc�n ed and sworn to before me thisOQJ'"dayof2012. i - Notary Public 3 KIM T. MEUWISSEN Notary Public -Minnesota ;;�.'� My Commistion Expires Jan 37, 2075 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 2, 2012 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. Request to rezone property from Single Family Residential Request to rezone property from Single Family Residential Proposal: (RSF) to Mixed Medium Density Residential (R-8); Preliminary Plat to replat 2.16 acres into one lot; and Site Plan Review with Plat to replat 2.16 acres into one lot; and Site Plan Review with variances for the construction of a Senior Care Facility variances for the construction of a Senior Care Facility Applicant: Tyler & Kathryn Stevens Property 6330 Hazeltine Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the about this project. During the meeting, the Chair will lead the public hearing through the following steps: public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses 4. Public hearing is closed and the Commission discusses the project. the project. If you want to see the plans before the meeting, please visit If you want to see the plans before the meeting, please visit the City's projects web page at: the City's projects web page at: www.ci.chanhassen.mn.us/2012-15. If you wish to talk to www.ci.chanhassen.mn.us/2012-15. If you wish to talk to someone about this project, please contact Sharmeen AI -Jeff someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saliaffld)ci.chanhassen.mn.us or by phone at 952 - 227-1134. If you choose to submit written comments, it is 227-1134. If you choose to submit written comments, it is Comments; helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the staff report for this item will be available online on the project web site listed above the Thursday prior to the project web site listed above the Thursday prior to the Planning Commission meeting. Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan 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 on the subject application that Includes all pertinent Information and a recommentlation, These reports are available by request. Al 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 close 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 Planning 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 commercial/industrial. • 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 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 contact 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 Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 2, 2012 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to rezone property from Single Family Residential Proposal: (RSF) to Mixed Medium Density Residential (R-8); Preliminary Plat to replat 2.16 acres into one lot; and Site Plan Review with variances for the construction of a Senior Care Facility Applicant' Tyler & Kathryn Stevens Property 6330 Hazeltine Boulevard Location: 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 public hearing through the following steps: W What Happens Wthe 1. Staff will give an overview of the proposed project. Meeting: 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/2012-15. If you wish to talk to someone about this project, please contact Sharmeen AI -Jeff Questions & by email at saliaff0ci.chanhassen.ni 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. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan 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 on the subject application that Includes all pertinent information and a recommendation. These reports 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 close 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 Planning 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 commerclalandustdal. • 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 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 contact 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 Council does not. Minutes are taken and any correspondence regarding the application will be included In the report to the City Council. If you wish to have something to be included in the re ort lease contact the Planning Start person named on the notification. BENJAMIN H & HIDEKO GOWEN BEULAH S BAER BRIAN D & KRISTINE V MCMENAMIN 6440 HAZELTINE BLVD 7605 BITTERSWEET DR 6393 MELODY LN EXCELSIOR MN 55331-8049 EDEN PRAIRIE MN 55344-5716 EXCELSIOR MN 55331-6405 CARVER COUNTY 602 4TH ST E CHASKA MN 55318-2102 DAVID L & MARY JO WILLADSEN 2325 MELODY HILL RD EXCELSIOR MN 55331-8894 GARY G & JANET REED 2461 64TH ST W EXCELSIOR MN 55331-8809 IND SCHOOL DIST 276 5621 COUNTY ROAD 101 MINNETONKA MN 55345-4214 LESLIE A POLTRACK 164 DOUD DR LOS ALTOS CA 94022-2369 MICHAEL D & KARA S TILDEN 6390 MELODY LN EXCELSIOR MN 55331-6402 MYKE L & LYNN S MILLER 6405 MELODY LN EXCELSIOR MN 55331-6404 REALTY INCOME PROPERTIES 3 LL 600 LA TERRAZA BLVD ESCONDIDO CA 92025-3873 DAMON M JOHNSON 6366 MELODY LN EXCELSIOR MN 55331-6402 DONALD H & ANNETTE K DUEFFERT 2451 64TH ST W EXCELSIOR MN 55331-8809 GARY SCOTT REED 2471 64TH ST W EXCELSIOR MN 55331-8809 JEFFREY A & CHRISTINA M WUNROW 6361 MELODY LN EXCELSIOR MN 55331-6405 MARK S & LORENA M FLANNERY 2350 MELODY HILL RD EXCELSIOR MN 55331-8893 MICHELLE M CURTIS 2446 64TH ST W EXCELSIOR MN 55331-8808 NANCY JO PERKINS-BROOKS 2448 64TH ST W EXCELSIOR MN 55331-8808 RICHARD D BLISS 6400 MELODY LN EXCELSIOR MN 55331-6403 DANIEL REICH 6378 MELODY LN EXCELSIOR MN 55331-6402 GARY A & MARIE C BRIDGE 2449 64TH ST W EXCELSIOR MN 55331-8809 HEATHER SAMDAHL 6421 ORIOLE AVE EXCELSIOR MN 44331-7809 KIM KAMRATH 6441 ORIOLE AVE EXCELSIOR MN 55331-7809 MICHAEL C TOBIN 6377 MELODY LN EXCELSIOR MN 55331-6405 MICHELLE NADINE NELSON 2445 64TH ST W EXCELSIOR MN 55331-8809 PAUL J & JUDITH A POITEVENT 2300 MELODY HILL RD EXCELSIOR MN 55331-8893 RICHARD G SCHMIDT 5136 WILLOW LN MINNETONKA MN 55345-4039 ROR INC RUSSELL J & LYNN F PAULY SEV41 LLC 2461 64TH ST W 2447 64TH ST W 601 MARQUETTE AVE STE 100 EXCELSIOR MN 55331-8809 EXCELSIOR MN 55331-8809 MINNEAPOLIS MN 55402-1707 STEPHEN M & KATHRYN M MACH 6451 ORIOLE AVE EXCELSIOR MN 55331-7809 TYLER & KATHYRN STEVENS 6505 FOX HOLLOW COURT CHANHASSEN MN 55317 TARA BROWNELL ABBOTT WAYNE PETERSON 6461 ORIOLE AVE 2444 64TH ST W CHANHASSEN MN 55317-7809 EXCELSIOR MN 55331-8808 AI-Jaff, Sharmeen From: Shamla, Joe Sent: Thursday, October 04, 2012 3:29 PM To: AI-Jaff, Sharmeen Subject: FW: Beehive Home Attachments: Beehive Home From: Shekur, Hailu (DOT) [mailto:hailu.shekur(dstate.mn.us] Sent: Wednesday, October 03, 2012 9:27 AM To: Shamla, Joe Cc: Moin, Arash (DOT); Dierberger, Jeffery (DOT); Craig, E.Buck (DOT) Subject: RE: Beehive Home Joe, It was pleasure speaking with you over the phone this morning. As per our conversation MnDOT will accept the proposed red line pipe alignment shown in the attached. The proposed red line structure should be outside MnDOT right of way. Thanks, Hailu Shekur, P.E. MnDOT Metro Water Resources Engineering 1500 West County Road B2 Roseville, MN 55113 Office: 651-234-7521 Fax: 651-234-7608 hailu.shekur(opstate.mn.us From: Shamla, Joe [mai Ito: ishamla(olci.chanhassen.mn.us] Sent: Tuesday, October 02, 2012 1:54 PM To: Shekur, Hailu (DOT) Subject: Beehive Home Hailu, I will call you soon to discuss. Thanks, Joe Joseph Shamla PE City of Chanhassen Project Engineer 952-227-1165 '1PYIIRS� 3rd • �'• •• sem'." SrR STORM SEMER STRUCTURE SCHEDULE SWUMn NO. IRLD.j INSIDE M INMNAM CASINO SIM. '01 SBa' IB DSP X-15.2 smX^> 910' mw R 1643 S1MN �0} I. 6T .9' CIP P-16 2 $IDX SOD 15.30 73 DIA. R-16.2 STN. 501 I 13.00 1 72 CIA I R-16.3 STM. 502 1500 60' Du. R-16.2 STM. 50.: 1-1 72 D:A R-1642 MIJUB In 1 Int ulnlT.rz�ima�m pRAMI s. A oAa o7p�7v aMsoNs cm n1a 2'.." Date: September 6, 2012 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: September 21, 2012 By: Sharmeen Al-Jaff, Senior Planner 952-227-1134 or saljgff@.ci.chanhassen.mn.us Subject: Bee Hive Homes: Request to rezone property from Single Family Residential District (RSF) to Mixed Medium Density Residential District (R-8); Preliminary Plat to replat 2.16 acres into one lot; and Site Plan Review with variances for the construction of a Senior Housing Home. Property is currently zoned Single Family Residential District (RSF) and is located west of Highway 41, 6330 Hazeltine Boulevard. Planning Case: 2012-15 PID: 25-6660110 The above- described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 31, 2012. The 60 -day review period ends October 30, 2012. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on October 2, 2012 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than September 21, 2012. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Park and Recreation c. Environmental Services 8. Watershed District Engineer a. Filey -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED Notice of Public Hearing ID -15 Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 2, 2012 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to rezone property from Single Family Residential Proposal: (RSF) to Mixed Medium Density Residential (R-8); Preliminary Plat to replat 2.16 acres into one lot; and Site Plan Review with variances for the construction of a Senior Care Facility Applicant: Tyler 8 Kathryn Stevens Property 6330 Hazeltine Boulevard Location: A location map is on the reverse side of this n tice. The purpose of this public hearing is tilfinform 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 heating 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/2012-15. If you wish to talk to someone about this project, please contact Shermeen AI-Jaff Questions & by email at Sal jaff fti.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. City Review Procedure; • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland 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 nolified 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 pertinent information and a recommendation These reports 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 close 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 Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonmgs and land use amendments from residential to mmmerciaUndusldal- • Minnesota Slate 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 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 spokespersonfrepresentative 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 project with any interested person(s). • Because the Planning 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. If you wish to have something to be included in the report, please contact the Planning Stall pe=n named on the notification. lw�7C131 This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, a the City does not represent that the GIS Data can be used for navigational, tracking any other purpose requiring exacting measurement of distance or direction or precisi in the depiction of geographic features. If errors or discrepancies are found plea contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesi Statutes §488.03, Subd. 21 (2000), and the user of this map acknowledges that the C shall not be liable for any damages, and expressly waives all claims, and agrees defend, indemnify, and hold harmless the City from any and all claims brought by Us Its employees or agents, or third parties_49w1, a1Js;�"8f$4AWs access or use data Provided. c 3 n r CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.b.chanhassen.mir.us y�PSFS pQST'N` nivwev Bowes 02 IP $ 000.450 0003195036 SEP 202012 MAILED FROM ZIP CODE 55317 +c4NNFo �.�. .......v�un: r •nn�rr Ni. XE RE TURN DEO ISE NDE R 00 09/23/12 x,10 _Ctlfy STREET UNABLE TO FORWARD .C. �',37.70i4747 '0470--G9392-20-43 !,1,t Irl,.,11,;,,tIl!,1.1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of US Home Corporation — Planning Case No. 2012-15, BeeHive Homes. Request for Preliminary Plat creating 1 lots; and a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium Density Residential and Site Plan approval for the construction of a Continuing Care Retirement Facility located west of Highway 41, 6330 Hazeltine Boulevard. On October 2, 2012, and October 16, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Tyler and Kathryn Stevens for a Continuing Care Retirement Facility. The Planning Commission conducted a public hearing on the proposed development 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 RSF, Single Family Residential District. 2. The property is guided in the Land Use Plan for Residential — Medium Density or Office. 3. The legal description of the property is described as Outlot B, Orchard Ridge. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the R-8, Mixed Medium Residential District b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. 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; the proposed site is suitable for development subject to the conditions specified in this report. 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; the proposed subdivision is served by adequate urban infrastructure. e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of SCANNED approval. The proposed subdivision contains adequate open areas to accommodate house pads. The wetland is proposed to be protected. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. 5. Rezoning Findings: 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 zoning 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 zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 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. `A 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. 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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. The Planning Commission regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. 7. The planning report #2012-15 dated October 16, 2012, prepared by Sharmeen Al-Jaff et al, is incorporated herein. The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating one lot; a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium Density Residential, and Site Plan Approval for the construction of Continuing Care Retirement Facility. ADOPTED by the Chanhassen Planning Commission this 16'h day of October, 2012. CHANHASSEN PLANNZi MMISSION BY: ( — Administration Dear Tyler & Kathryn: Phone: 952.227.1100 Fax: 952.227-1110 This letter is to formally notify you that on October 22, 2012, the Chanhassen City Building Inspections Council adopted the following four motions: Phone: 952.227.1180 Fax: 952227.1190 1. REZONING Engineering "The City Council approves Planning Case #2012-15 to rezone 2.16 acres of Phone: 952.227.1160 October 26, 2012 CITY OF Density Residential District for BeeHive Home Subdivision contingent upon final CHANHASSEN Tyler and Kathryn Stevens 6505 Fox Hallow Court 7700 Market Boulevard Chanhassen, MN 55317 PO Box 147 plat approval. The applicant must be aware that all public utility improvements Chanhassen, MN 55317 Re: BeeHive Homes — Planning Case 2012-15 Administration Dear Tyler & Kathryn: Phone: 952.227.1100 Fax: 952.227-1110 This letter is to formally notify you that on October 22, 2012, the Chanhassen City Building Inspections Council adopted the following four motions: Phone: 952.227.1180 Fax: 952227.1190 1. REZONING Engineering "The City Council approves Planning Case #2012-15 to rezone 2.16 acres of Phone: 952.227.1160 property zoned RSF, Single Family Residential District to R-8, Mixed Medium - Fax: 952.227.1170 Density Residential District for BeeHive Home Subdivision contingent upon final Finance plat approval, as shown in plans dated received October 9, 2012, based on the Phone: 952.227.1140 revised plans dated received October 22, 2012 and adoption of the Findings of Fact." Fax: 952.227.1110 plat approval. The applicant must be aware that all public utility improvements Phone: 952.2271300 2. SUBDIVISION Park & Recreation from the appropriate regulatory agencies will be required, including the MPCA, Phone: 952.227.1120 "The City Council approves the preliminary and final plat for Planning Case 2012-15 Fax:952.2271110 for BeeHive Home as shown in plans dated received October 9, 2012, and including Recreation Center the attached Findings of Fact and Recommendation, subject to the following conditions: 2310 Coulter Boulevard utilities and over the treatment pond. Phone: 952.227.1400 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in Fax: 952.227.1404 force upon final plat submission and approval. Planning & Natural Resources 2. All of the utility improvements are required to be constructed in accordance with Phone: 952.227,1130 the City's latest edition of Standard Specifications and Detail Plates. The Fax: 952.2271110 applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash Public Works escrow to guarantee installation of the improvements and the conditions of final 7901 Park Place plat approval. The applicant must be aware that all public utility improvements Phone: 952.2271300 will require a preconstruction meeting before building permit issuance. Permits Fax: 952.2271310 from the appropriate regulatory agencies will be required, including the MPCA, Senior Center Dept. of Health, Carver County, Watershed District and MnDOT. Phone: 952.227.1125 Fax: 952.2271110 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. Web Site www.ci.chanhassen.mmus 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $15,735.60." SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow IL --IS Tyler & Kathryn Stevens BeeHive Homes — Planning Case 2012-15 October 26, 2012 Page 2 of 6 3. SITE PLAN APPROVAL "The City Council approves the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012-15 for BeeHive Homes as shown in plans dated received October 9, 2012, based on the revised plans dated received October 22, 2012 and including the attached Findings of Fact and Recommendation, subject to the following conditions: Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 2. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. 3. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. Demolition Permit(s) are required for the removal of any existing structures on the site. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 4. All rooftop and ground equipment must be screened from views. 5. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, and the City Code amendment — Planning Case 2012-15. 6. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 7. Sign illumination and design shall comply with ordinance. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 9. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. Tyrer & Kathryn Stevens BeeHive Homes — Planning Case 2012-15 October 26, 2012 Page 3 of 6 10. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. 11. A permit is required for any work within the MnDOT right-of-way. 12. The NURP calculations and or drainage area map must be revised to correlate to the plans. 13. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. 14. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 15. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 16. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 17. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 18. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 19. Existing easements are shown in the location of the proposed building. The building must be shifted outside of the drainage and utility easement. 20. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the Beellive Home property connects to the future access point and removes their current right-in/right-out. 21. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. Tyler & Kathryn Stevens BeeHive Homes — Planning Case 2012-15 October 26, 2012 Page 4 of 6 22. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. 23. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 24. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 25. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 26. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. 27. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 28. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 29. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet C 1. 30. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 31. The swale located southeast of the proposed building shall be stabilized in its entirety. 32. The SWPPP must identify the receiving waters for this project. 33. All City standard detail plates shall be edited so that they are legible. 34. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 35. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. Tyler & Kathryn Stevens BeeHive Homes — Planning Case 2012-15 October 26, 2012 Page 5 of 6 36. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 37. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 38. The applicant shall work with staff on minor plan modifications. 39. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure." Site Plan Agreements 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. Please refer to the enclosed checklist which stipulates all of the submittal requirements for recording the final plat and associated documents. If you have any questions, please call me at (952) 227-1134 or e-mail me at saliaffna,ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner c: Mr. Gary Reed, R.O.R Corporation ec: Joe Shamla, Project Engineer Jerry Mohn, Building Official 9Aplan12012 planning ca \2012-15 bee hive ht n assisted living facilityapproval letter doe ITEMS REQUIRED FOR FINAL PLAT RECORDING The following items are required to be submitted for recording of the following plat and associated documents: BEEHIVE HOME ❑ Two signed Final Plat Mylars ("Official Couv'and "City Copv") ❑ Three F'= 200' scale paper copy of the final plat (for Carver County) ❑ One, 1" = 200' scale mylar reductions of the final plat ❑ One, I"= 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) ❑ Mortgage Holder Consent to Plat ❑ Quit Claim/Warranty deed (if deeding an outlot to the City) ❑ SWMP Fee: $15,735.60 ❑ Park Fee: $12,500.00 ❑ Collector and Arterial Roadway Traffic Impact Zone fees: $0.00 ❑ Digital copy of the final plat in Axf and .tif formats (.pdf compatible) in Carver County coordinates ❑ Trail easement document The following must be done before the plat can be filed: ❑ Current year property taxes must be paid in fiill and any delinquent property taxes or green acres taxes must also be paid. ❑ A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN State of Minnesota) CARVER & HENNEPIN COU )SS. NOTICE O UBLIC HEARING P PLANNING CASE NO. 2012-15 County of Carver ) NOTICE IS HEREBY GIVEN that the Chanhassen Planning Com- mission will hold a public hearing on 1Counci. October r at 7:00 p.m. s- the Council Chambers in s- Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized g Y Y Blvd. T sen City Hall, 7700 Market Blvd. The agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- purpose of this hearing is to consid- lager and has full knowledge of the facts herein stated as follows: er a request to rezone property from Single Family Residential District (A) These newspapers have complied with the requirements constituting qualification as a legal (RSF) to Mixed Medium Density Residential District (R-8); Prelimi- newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as nary Plat to replat 2.16 acres into amended. one lot; and Site Plan Review with variances for the construction of B The ranted public notice that is attached to this Affidavit and identified as No.y ( ) P a Senior Care Facility on property was published on the date or dates and in the newspaper stated in the attached Notice and sai located west of Highway 41 at 6330 Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Hazeltine Boulevard. Applicant: the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Tyler & Kathryn Stevens. inclusive, and is hereby acknowledged as being the kind and size of type used in the composition A plan showing the location of the proposal is available for public and publication of the Notice: review on the City's web site at wwwci.chanhassen.mn.us/2012-15 or at City Hall during regular busi- hours. All interested persons abcdefghijklmnopgmtuvwxyz ness are invited to attend this public B hearing and express their opinions with respect to this proposal. Laurie A. Hartmann Sharmeen Al-Jaff, Senior Planner Email: saljaffGci.chanhassen. mn.us Phone: 952-227-1134 Subscribed and sworn before me on (Published in the Chanhassen Villager on Thursday, September 20.2012: No. 4723) this as day o 2012 JYMME JEANNME BARK Q/ NOTARY PUBLIC - MINNESOTA lm� blic + MY COMMISSIONE)PIRES01/31/13 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 ................................. $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch jtm~" " Chanhassen City Council — October 22, 2012 Mayor Furlong: Thank you. Move now to the next items on our agenda. BEEHIVE HOMES, 6330 HAZELTINE BOULEVARD, APPLICANT: TYLER AND KATHRYN STEVENS/PROPERTY OWNER, ROR, INC.: A. CONSIDER CITY CODE AMENDMENTS TO CHAPTER 1, DEFINITION OF CONTINUING CARE RETIREMENT FACILITY; CHAPTER 4, FEES; AND CHAPTER 20, AMENDING THE R-8 MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT. B. CONSIDER APPROVAL OF SITE PLAN FOR THE CONSTRUCTION OF A CONTINUING CARE RETIREMENT FACILITY; REZONING FROM SINGLE FAMILY RESIDENTIAL DISTRICT (RSF) TO MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT (R-8); PRELIMINARY AND FINAL PLAT APPROVAL FOR THE CONSTRUCTCION OF A SENIOR CARE FACILITY. C. PUBLIC HEARING TO CONSIDER VACATION OF PART OF A DRAINAGE AND UTILITY EASEMENT. (DELETED). D. CONSIDER APPROVAL OF DEVELOPMENT CONTRACT. Mayor Furlong: As I understand, I think staff is going to clarify. The item that related to a public hearing, since this is listed under public hearing, has been removed. Is that correct Ms. Aanenson? Kate Aanenson: That is correct Mayor... there's actually four action items so number C, vacation has been eliminated and I'll go through that in the site plan so technically none of these items require a public hearing so I'll leave that to the council's discretion if you wanted to take comment. Mayor Furlong: Alright, thank you. Kate Aanenson: I did break out item A which is a code amendment from the other two items that are in front of you tonight so if it's okay with you I'll start with the code amendment. Mayor Furlong: That sounds fine, thank you. Kate Aanenson: As you recall we had a discussion with the council and the Planning Commission way back in June where we talked about a potential for some, we had a couple inquiries of senior housing and kind of the group home. We wanted to make sure we had the correct definition because group home has a broader term and we wanted to make sure there wasn't kind of unintended consequences with that so we did an issue paper that went to the Planning Commission and then you also saw it and redirected the staff to work with the Senior Commission, which we did and from that, working with what some other cities are doing and had the City Attorney review it, we believe we came up with what we think is a unique 12 SCANNED Chanhassen City Council — October 22, 2012 opportunity for the city when we've got an applicant willing to go forward and propose this type of housing in the city and certainly we'll talk about it in a minute. The appropriate locations for some of those kind of transitional type uses. So for this code amendment to go through where there's actually a couple other actions that need to go through and one of that is creating a definition for this senior housing. Put it in the district that we want to put it in, the medium density or the R-8 and then create some performance standards and finally adopt a fee based on some extraction for park use. So with that we'll start with the definition. I think this is where we wanted to make sure we define what constituted a senior, what constituted that group home so we provided that, those terminologies in here. There's a lot more detail in the staff report but we want to make sure at least 80% of the 65 years or plus and that again the intent of this is that they're living as a family unit. They each have individual bedrooms and bathrooms but they're living together as a family and have congregate meals and living. Mayor Furlong: Unrelated persons though, correct? Kate Aanenson: Correct. Correct. Yes, which we have different from group homes which could be some other types of, yeah. So that would be one of the changes. Then the other would be permitted use so we're looking at in the medium density district we are also stating that we need to create the amendment for the R-8 zoning district permitting that the continuing,care is a definition that we're using for this terminology. And then finally the standards, again licensing. Building height. Parking standards. Number of beds per acre. We had to come up with some of those basis. Again our vision of this type of use is that it be single story. It could be 35 feet. It could be but kind of for the most that we believe would be in these are probably single story or two stories at best. So then finally the fourth component to get this code amendment to go through is we had to look at some park dedication fees. We have a different structure for multi- family. It really didn't fall in that multi -family category. Again you had elderly people but we wanted some sort of extraction, sidewalks and that sort of thing so we adopted the $500, or what we're recommending is the $500 per bed and those would be paid with the building permit so that would be Chapter 18, the extraction which is the council's approval. So with that we are recommending to approve the code amendment which would affect again creating the definition, continuing care and then the permitted uses in the Chapter 20 and also the standards as well as the fees in Chapter 18 so with that I'd be happy to answer any questions that you have. Mayor Furlong: Yeah, let's start with questions and deal with the ordinance first. Questions for Ms. Aanenson or staff regarding the ordinance changes and the intended purpose. Ms. Aanenson are we seeing, is this a trend with these type of facilities? Are there other cities that are also looking at amending their ordinances? Kate Aanenson: Yes. Actually in working with the city attorney, some of the other cities he's in, works in, that we are seeing some other cities, we have other inquiries in the city of Chanhassen but other cities are finding the same type of model being employed. Mayor Furlong: What are you seeing from long term ... from land uses as well as planning and meeting the needs of our residents that this type of facility provides that other assisted care facilities that currently fit into another. 13 Chanhassen City Council — October 22, 2012 Kate Aanenson: Sure. This is a little bit different in the fact that some of the other ones you have, like the first one we did for senior housing, Centennial Hills is in an apartment style and same with some of the others. The kind of continuum care. This is, because it's more family style you actually have what's private is your bedroom and your bathroom. The rest is of it's more community so it's a different style. Different from a nursing home where you maybe eat is, you know where you stay in your room. I think the goal here, and you can hear that from the applicant is that it's more kind of try to get you out of your room and more of a family type setting. As opposed to your own independent living space. Mayor Furlong: Alright. And it's geared towards senior citizens, is that? Kate Aanenson: Yep. 65 and plus 80% and that was one of the keys that we have because once you put the group home definition, we were trying to find the appropriate zoning. There's a lot of different things that fall within that group home category and we wanted to make sure where we're placing these that everybody understands what the intended use would be for that. Mayor Furlong: Okay. And so does the ordinance deal with the age of the residents or not? Kate Aanenson: Yes it does. That was one of the criteria, if I can go back to the first one. It's why we said it's 80% to be 65 or plus. Mayor Furlong: Okay, thank you. Kate Aanenson: You can have 2 people, a couple could be in one space so you might have somebody with a different age group within there so. Mayor Furlong: Okay. Okay. Alright. Thank you. Other questions with regard to the ordinance. Do we want to deal with this first and to establish the ordinance before we deal with the project? Particular project that would fall underneath this. Okay, thank you Councilwoman Tjomhom. Any discussion, comments on this? Or would somebody like to make a motion. Councilwoman Ernst: I'll make a motion. Mayor Furlong: Councilwoman Ernst, thank you. Councilwoman Ernst: I make a motion that we approve a rezoning of property from Single Family Residential District to Mixed. Todd Gerhardt: No. Councilwoman Ernst: Am I on the wrong one? Councilwoman Tjomhom: The ordinance was up here. Kate Aanenson: Oh I'm sorry. 14 Chanhassen City Council —October 22, 2012 Councilman McDonald: Yeah, it's 4(a). Kate Aanenson: There it is. Councilwoman Ernst: This one? Kate Aanenson: It's right there. Councilwoman Ernst: Oh sorry. So the whole thing, okay. I make a motion that City Council approve the amendment. to Chapter 1, Definitions; Chapter 20, Section 20-652 Permitted Use; and Chapter 20, Articles XXIII, Division 2, Standards; Chapter 18, Fees as stated in the staff report with the adoption of summary ordinance. Mayor Furlong: Thank you. Councilman McDonald: I'll second. Mayor Furlong: Thank you. The second was much easier on that one than the motion so. Thank you. Any discussion on the motion? I think this is a, I appreciate staffs effort in looking for a way to accommodate a need that, a growing need in our area and I think across the country which is providing good, quality, high quality places for people to live at different ages as they're looking to move out of their prior homes so thank you to staff for working with that and others involved. If there's no other discussion, we'll proceed with the vote on the motion. Councilwoman Ernst moved, Councilman McDonald seconded that the City Council approve the amendment to Chapter 1, Delmitions; Chapter 20, Section 20-652 Permitted Use; and Chapter 20, Articles XXIII, Division 2, Standards; and Chapter 18, Fees as stated in the staff report with the adoption of summary ordinance. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Let's move on now then Ms. Aanenson with the consideration of the site plan and other aspects. Kate Aanenson: Yes, thank you. Again as we stated earlier there's no vacation with this and I'll go through that in a little bit more detail. There's been revisions from when this went to the Planning Commission and actually when the packet went out so with this action we're looking at the site plan approval and the development contract and a rezoning so we'll go through that. The site is, that we're looking at is located on 41, right here just south of Highway 7. It's the, to the west of it is a residential area and to the north is commercial, then you have the Minnetonka Middle School West across the street. So as you recall in the 2030 comprehensive plan we spent some time looking at this piece of property and the property to the south, looking at what the appropriate land use would be based on access issues. Clearly it's a state highway and they regulate, they have jurisdictional control of how we could access the site which was a little bit problematic for the underlying property owners to try to develop as we looked at potentially tying it to the retail to the north but that didn't work based on grade changes so when we went through the comprehensive plan we actually looked at what should we zone this and we actually 15 Chanhassen City Council —October 22, 2012 changed it to medium density or office, as we thought that would be a good transitional use between the residents and, now that would include the subject parcel we're on now and the parcel to the south. So really between the commercial, the traffic on Highway 7 and the school across the street. So this site, as we saw in the last application, the medium density, so this was a medium density. What we need to do is fix that medium density to allow this specific continuing care type of use to fit within that so in the staff, in looking at, working with the applicant. Looking for some size we thought this was a really nice transitional piece that would provide the right setting for this type of use. Again you've got the new Walgreen's in close proximity too. So the first thing we're going to recommend is that we do the residential single family, rezone it. It is consistent with the guiding. The medium density so that would be the first application request. The second is to actually do a subdivision. This is the existing easement which will stay in place but it's now being platted to a Lot and Block but this entire parcel of the old Reed's Orchard Ridge. So the existing conditions on the site, there's, was 2 homes on there. There was an old drive-in on the site. A restaurant. Existing home. There was some rental property. This is an existing drainage way that goes to a city stormwater pond. Again as we mentioned there's State Highway 41 so where it will be getting access via that. Right-in/right-out. This was the original site plan that went to the Planning Commission. There was again we talked about the vacation that was proposed to that and that has now been changed. So this is the new location of the building so it would be outside the easement and this is the City's easement. Mayor Furlong: So the blue line is the new location, is that correct? Kate Aanenson: Correct, yeah. So the easement actually falls along so there will be no encroachment into that easement. We did look at the engineering for that to make sure this driveway, one of the concerns was the existing tree. I failed to mention that in the earlier slide but there is an existing oak tree that we are working to preserve so there's guest parking in the front of the site, and then there's underground parking here for the staff. Again one of the things that this building has, would have fulltime staff care. Fulltime care so that's day and night time. One of the issues that we did talk about too was the lighting and a little bit more detail on that. Again we believe this site, based on the transitional uses in the area is very appropriate in scale. The height for this zoning district does allow 35 feet. This is 29 feet and is really nice, articulated residential building. The Planning Commission also thought it was a very nice looking building. I just want to show the materials that are on the, if we can zoom out. Materials that are on the board so again that's a really nice materials that are shown with the roof and the bricks. Sony. And so articulation and front canopy entrance pronounced for visitors. Again that guest parking to the front and then so this would be the front entry. Again this would be the area going to the lower level to park and I'll go over a little bit more detail on that. Oops, thank you. And so this would be again the guest parking area here. The large tree. And then lighting and entrance sign in this location here. Talked about parking already. Guest parking in the front. The majority of the workers then would be underneath and there is some office level in that lower level too. This is the space itself. Just showing you the individual bedrooms and bathrooms and then the community space which would be community kitchen, sunroom, living room, family room area so that's the communal part. Getting people out of their rooms, otherwise they would just have their individual rooms and bathrooms. Lower level, we talked about that with the parking, offices in the lower level. Just on the far north side. So with this proposal we also looked at the future alignment. This does stop short of Mr. Gowen's property. Irl, Chanhassen City Council — October 22, 2012 He's located to the south. There is an access here. If sometime in the future it could be connected. It's not intended to touch Mr. Gowen's property with this development at this time. Again we always try to plan ahead for those situations to provide that. This is the existing drainage. We showed you that on an earlier slide. This is how it's being handled today so we need to re-route that with this proposal. Existing stormwater will come along the front of the building. On the back of the building, this again shows the previous design but this, everything on the back of the building and... (There was a break in the taping of the meeting at this point.) Kate Aanenson: Right now? Mayor Furlong: Correct. Currently. Kate Aanenson: Yes. Mayor Furlong: So Mr. Oehme? Paul Oehme: Yep, Mr. Mayor, City Council members. Mayor Furlong: Could you turn your mic, is your mic on? Paul Oehme: Yeah, I believe a portion of the southern property does drain to the north onto this property currently. Mayor Furlong: Okay. And so is any of that proposing to be changed? PaulOehme: The. Mayor Furlong: This development is not going to stop up that flow or cause a back-up? Paul Oehme: Correct, yeah. The pipes, the pipes, the stormwater pipes that are currently being proposed will be able to capture that runoff from the south property to the north and also it takes into consideration the stormwater that discharges from Highway 41 and the school district. There's a trunk, storm sewer pipe that's shown here in green that captures that water and then directs it into the pond. The existing pond. Mayor Furlong: And are the sanitary sewer line and water lines, those are being relocated as a part of this development? Or are they not existing right now? Paul Oehme: They're non-existent. They're being extended to this development and then they are also planning to be stubbed to the southern property as well for potential future development of that site. Mayor Furlong: So while the, as I'm looking at this picture the storm water's flowing north. It's going from the bottom to the top but the sewer and water services are coming from the north? 17 i)�,.A Chanhassen City Council — October 22, 2012 Paul Oehme: The water is coming from the north, right and then the gravity sanitary sewer line here, I think it's in red, will, it currently is extended up to about this location so it would just be extended to service the development being proposed and then also stubbed to the south property line as well for future connection to the, to that property. Mayor Furlong: And does the site plan include, I assume a utility easement over those lines. Paul Oehme: Yes it does. Kate Aanenson: Yeah, and just to be clear we're not, it's stopping short of that right now. I think that was communicated so those utilities, while they're being stubbed, they stop short so we're not grading the neighboring property to the south. Mayor Furlong: Okay. So there should be no disturbance of the southern property. Kate Aanenson: Thank you, that's correct. Yeah. Mayor Furlong: Okay. Councilman Laufenburger: Mr. Mayor? Mayor Furlong: Yes, Councilman Laufenburger. Councilman Laufenburger: Kate, so the revisions, this document that you left us. Kate Aanenson: Yes. Councilman Laufenburger: The revisions are highlighted. Is the applicant aware of the change in fees? Is that correct? Kate Aanenson: Yes. Actually they're correct in the development contract and so yes. Councilman Laufenburger: The $15,735. Kate Aanenson: That's a correct number, yes. Councilman Laufenburger: Okay. Alright. And the only thing that, is this, what we see on the screen, is this the correct cantation of the building or is it the, there. Kate Aanenson: That's the correct cantation. Councilman Laufenburger: So the blue line represents the correct which means that that portion on the upper right is properly back from the easement, is that correct? Kate Aanenson: That's correct. So it's approximately 50 feet from this corner. 18 Chanhassen City Council —October 22, 2012 Councilman Laufenburger: Okay, thank you. Kate Aarenson: To the property line. Councilman Laufenburger: Thank you Mr. Mayor. Mayor Furlong: Thank you. Other questions for staff before the applicant addresses the council. Is the applicant here this evening? If you'd like to come forward. Is there anything that you'd like to share with the council. Tyler Stevens: Yes. Mayor Furlong: If you'd like to come forward. Is there anything that you'd like to share with. the council? Tyler Stevens: Yes. Mayor Furlong: Good evening. Tyler Stevens: Good evening Mr. Mayor and council. Mayor Furlong: If you could state your name and address for the record I would appreciate it. Tyler Stevens: My name is Tyler Stevens. My address is 6505 Fox Hollow Court, Chanhassen, Minnesota, 55317. Mayor Furlong: Thank you. Tyler Stevens: I'm here tonight representing BeeHive Homes. Growing up I had the opportunity of living with my grandparents and having my grandparents raise me. Being part of that growing up you know I became aware first hand of what aging really is. The good, the bad, the ugly that go into it. Because of that my wife and I, we started a company 5 years ago called Encore Senior Home Care. We're in Excelsior and what Encore does is, we go to senior citizen's homes and provide in-home care. Things like cooking, cleaning, laundry. Help with transportation. Then also personal cares. Toileting, bathing, medication management, that kind of stuff. Over the last 5 years it's become more and more apparent that one of the main reasons that clients, our current clients and seniors in general tend to stay home is in Minnesota there really only is one option for assisted living. I mean there's a nursing home, which is one level, flat brick but then in terms of assisted living, people that don't need nursing homes, the only alternative really right now is a big facility type, institutional based, like a Pres Homes. Ebenezer. You know kind of the big massive developments. And my grandfather lives in one of those. He lives in a senior community, assisted living that he's one of 450 residents and a lot of people don't thrive in that environment. At least I know for my personal story, my grandfather doesn't. One of the, the benefits of building a home like this and really the backbone of wanting to do something like this is it provides an alternative for what the norm is when people think of U Chanhassen City Council — October 22, 2012 assisted living. This would be an opportunity for my grandfather and 24 other residents, it's going to be a max of 25 people that are going to live there but there's things that you can do in a small, intimate setting that you can't do in a big facility. You know we can customize you know plans. Day trips. Activities. Lessons. All that kind of stuff. Living in Chanhassen and building this is in Chanhassen, it's not a coincidence. You know I live here. I believe in Chanhassen and I really genuinely do think this would be an asset to the community. It's something that not a lot of other communities have and I feel like that would be, other cities would follow. With that I'm here for questions as long as, as well as our engineer is here for civil questions. Mayor Furlong: Okay, Mr. Stevens thank you. Questions of Mr. Stevens. Councilwoman Tjomhom: I don't have a question. I have a comment. Mayor Furlong: Sure. Councilwoman Tjornhom: ...you're a community for life and yet I think it's fitting that a couple of weeks ago we did a daycare center and now we're doing your center and you know I think it really is wonderful that you're doing this. This is something we've lacked in town for a long time so thank you for your efforts in bringing this to us and letting our seniors stay here and be in good care. Tyler Stevens: We're excited, thank you. Councilwoman Tjomhom: Thank you for that. Mayor Furlong: Thank you. Other questions or comments for the applicant. Very good, thank you. Tyler Stevens: Thanks. Mayor Furlong: There is no public hearing tonight with regard to the drainage and utility easement because of the changes made. I know there was a public hearing held at the council, or excuse me, at the Planning Commission meeting and we have received those minutes. Verbatim minutes of that meeting. I don't know if there was anything new that anybody would like to comment with regard to the changes here. It seems to me that they've been incorporated some changes from the comments made at the Planning Commission meeting til now but if there's somebody that has new information or comments that they'd like to share I certainly would offer an opportunity for public comment. Okay, seeing none, thank you. Let's bring it to the council then for discussion. This would be relating to items 4(b) and I think 4(c) we could handle as a single motion, is that correct Ms. Aanenson? Kate Aanenson: That's correct. Mayor Furlong: Okay. Thank you. Any thoughts or discussion? Councilwoman Tjomhom I think addressed the applicant on this but your comments would be similar as a general comment for the city. 20 Chanhassen City Council —October 22, 2012 Councilwoman Tjomhom: Yeah, no. Absolutely. This is something I've thought of for years we lacked in this town and so I can't thank him enough for providing this opportunity. Thank you. Mayor Furlong: Thank you. Other comments? Or discussion. I would concur and I like, I am, appreciate the Stevens for bringing this forward and working with staff. I know anytime there's something different, it usually doesn't go as quickly as when something fits into the ordinance so I know that there was a lot of effort on the part of staff and the applicant and others to make sure that what it sounds like most everybody agrees is needed for the city to make sure that it works and it works well and it fits and that we find a way so that it provides the intended benefit without any unintended consequences as much as we can so I want to just make my comments and say thank you for that. I agree with Councilwoman Tjomhom. I think that this is another aspect and something that we will be seeing more of and it does allow us, as Chanhassen, as she said to be a community for life so thank you for that. Councilman Laufenburger: Just one other comment Mr. Mayor. Mayor Furlong: Certainly. Councilman Laufenburger: Kate, I appreciate your efforts to save that 50 foot oak and perhaps Mr. Stevens can make sure that there's a bench right beneath that oak for people to ponder their future. Mayor Furlong: With that, is there, would somebody like to make a motion regarding items 4(b) and 4(d) as in David. Item 4(c) has been deleted. Councilwoman Tjomhom: I'll make that motion. Mayor Furlong: Councilwoman Tjornhom, thank you. Councilwoman Tjornhom: I'd like to make the motion Mr. Mayor that the Chanhassen City Council approves a rezoning of preliminary and final plat with a development contract, revised site plan and the adoption of the attached Findings of Fact as stated in the revised staff report dated October 22, 2012. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium -Density Residential District for BeeHive Home 21 Chanhassen City Council — October 22, 2012 Subdivision contingent upon final plat approval, as shown in plans dated received October 9, 2012, based on the revised plans dated received October 22, 2012 and adoption of the Findings of Fact. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves the preliminary and final plat for Planning Case 2012-15 for BeeHive Home as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $15,735.60. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for BeeHive Homes as shown in plans dated received October 9, 2012, based on the revised plans dated received October 22, 2012 and including the attached Findings of Fact and Recommendation, subject to the following conditions: Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 2. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. 3. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. 22 Chanhassen City Council —October 22, 2012 b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. Demolition Permit(s) are required for the removal of any existing structures on the site. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 4. All rooftop and ground equipment must be screened from views. 5. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, and the City Code amendment — Planning Case 2012-15. 6. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 7. Sign illumination and design shall comply with ordinance. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 9. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 10. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. 11. A permit is required for any work within the MnDOT right-of-way. 12. The NURP calculations and or drainage area map must be revised to correlate to the plans. 13. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. 14. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 15. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 23 Chanhassen City Council — October 22, 2012 16. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 17. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 18. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 19. Existing easements are shown in the location of the proposed building. 20. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. 21. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. 22. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. 23. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 24. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 25: Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 24 Chanhassen City Council — October 22, 2012 26. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. 27. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 28. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 29. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet C 1. 30. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 31. The swale located southeast of the proposed building shall be stabilized in its entirety. 32. The SWPPP must identify the receiving waters for this project. 33. All City standard detail plates shall be edited so that they are legible. 34. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 35. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 36. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 37. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 38. The applicant shall work with staff on minor plan modifications. 39. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure." All voted in favor and the motion carried unanimously with a vote of 5 to 0. 25 Chanhassen City Council — October 22, 2012 Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves the construction plans and specifications dated August 3, 2012, prepared by James R. Hill, Inc. and the development contract dated October 22, 2012 be approved conditioned upon the following: 1. The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit for $183,790.29 and pay a cash fee of $33,024.00. 2. The applicant's engineer shall work with City staff in revising the construction plans to meet City standards. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARING TO CONSIDER CERTIFICATION OF DELINQUENT UTILITY ACCOUNTS AND CODE ENFORCEMENT VIOLATIONS. Mayor Furlong: Mr. Sticha, are you ready for item 5? Greg Sticha: Good evening council. Every year as part of the utility billing payment process the City certifies any delinquent utility and/or code violations that have been delinquent throughout the year. Before you this evening are the list of delinquent utility accounts as well as code violations for the year going into this point in time. Just I guess one item to keep in mind, between now and when we have to certify those delinquent amounts to the County, about a quarter to a third of them will be paid so the amount that you see in front of you will be reduced by significant amount between now and certification time. The process before you this evening is to hold the public hearing to allow for comment on any of these delinquencies. The amounts that we see compared to previous years is very consistent. No higher or significantly lower than previous years. Right around the same amount from previous years. There's no differences between this year's delinquent certification list and last years so if you have any questions I'd be happy to answer questions about either of the lists that are before you this evening. Mayor Furlong: Thank you. Questions for Mr. Sticha. Mr. Laufenburger. Councilman Laufenburger: You say that about a fourth of these will be paid between now and the end of. Greg Sticha: The end of October, beginning of November. About 25% to a third will probably get paid. Councilman Laufenburger: What causes them to be paid? Greg Sticha: They've received numerous delinquent notifications. They will have either heard about this meeting or find out an additional notification that it's about to be certified to their property taxes and then at that point in time those quarter or a third of people. 26 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 10/16/12 CC DATE: 10/22/12 REVIEW DEADLINE: 10/30/12 CASE #: 2012-15 — BeeHive Homes BY: Al-Jaff, et al. ❑2 "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary Plat to Replat 2.16 acres into one lot; Site Plan Approval for construction of a Continuing Care Retirement Facility (BeeHive Homes); and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Rezoning of property from Single Family Residential District to Mixed Medium Density Residential District, preliminary plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a Continuing Care Retirement Facility. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: West of Highway 41, 6330 Hazeltine Boulevard. APPLICANT: Tyler and Kathryn Stevens R.O.R Corporation 6505 Fox Hallow Court 2461 West 64'x' Street Chanhassen, MN 55317 Excelsior, MN 55331 Mr. Tyler Stevens Mr. Gary Reed Phone: 612-770-7611 952-494-8525 tvler.stevens(cn=orecare.com PRESENT ZONING: Single Family Residential District - RSF 2030 LAND USE PLAN: Office/Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 2.16 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving Rezonings because the City is acting in its legislative or policy- making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. 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. SCANNED Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 2 of 21 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. PROPOSAUSUMMARY The request consists of multiple applications to facilitate the construction of a continuing care retirement facility (Beef ive Homes). The request includes a Rezoning from Single Family Residential District to Mixed Medium Density Residential District, preliminary plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a continuing care retirement facility. The site is located west of Highway 41, 6330 Hazeltine Boulevard. Access to the site will be gained off of Highway 41 via a right-in/right-out only. The site is zoned Single Family Residential District. The current ordinance does not address this type of use. An ordinance amendment addressing continuing care retirement facility with standards will precede this application. Approval of this request is contingent upon approval of the ordinance amendment to allow the use with standards. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 3 of 21 The following is a summary of the requests: 1. Rezoning: The first request is to rezone the property from Single Family Residential District to Mixed Medium Density Residential District. 2. Subdivision/Preliminary and Final Plat: The second request is for the replat of 2.16 acres into one lot which will house the continuing care retirement facility. 3. Site Plan: The final request is for a site plan to construct a 15,681 square -foot continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 29.1 %. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include Limestone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. Access to the site is provided via a right-inhight-out off of Highway 41. As the property to the south of the subject site develops, this access will be closed and a full access will be gained from an extension to a future road from the southern property. 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 rezoning, subdivision and site plan with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article 11, Division 2, Amendments Chapter 20, Article 11, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments BACKGROUND The Land Use Plan designates the area that is south of the 7/41 Crossing shopping center and west of Highway 41 as Residential Medium Density or Office. These categories have been established to Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 4 of 21 accommodate either an office building or a medium -density residential development. The medium - density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi -family dwellings, but would also permit the development of the continuing care retirement facility if the zoning ordinance amendment was approved. Staff was approached by the applicant regarding building a continuing care retirement facility in early summer of 2012. Staff realized that although this type of use is an asset to the community, the city code did not address it. An issue paper was presented to the Planning Commission on June 5, 2012. The Planning Commission directed staff to draft an ordinance with standards to accommodate the use. The applicant held a neighborhood meeting to brief neighbors on the proposal. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 5 of 21 SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the -- a.w� /M MHefI rMr+/14M � r �vT�r .r.w►f �wll� M.�Nv C.W pp/1 PO`CD — FRONT continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 29.1%. The design of the building is attractive and is proposed to be constructed of high- quality materials. They include Limestone at the entry and paneling for \ the main body of the building. All elevations that can be viewed by the Y public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located south of the proposed building and will utilize the same materials as the building. The added landscaping will provide a calming effect to a busy area. The site plan request is for a 15,681 square -foot continuing care retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Homes. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 6 of 21 The following applies to the continuing care retirement facilities: 1. The facility shall maintain state licensing. 2. The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. 3. The facility shall be connected to municipal services. 4. The facility shall be of residential style and character with a maximum structure height of 35 feet. 5. Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. 6. One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. 7. The facility shall be located in a medium or high-density district with a gross density not exceeding 16 beds per acre. 8. Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The site will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one-story appearance and most of the parking is located underground. The building has a capacity of 25 individuals and will require 3 employees on the major shift. This will translate to 11 parking spaces. The applicant is providing 15 spaces. The access to the site will be via Highway 41. LIGHTING/SIGNAGE The applicant prepared a lighting plan and included photometrics. Light levels 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. The applicant has submitted a light fixture design. This fixture is downcast and the light will be cut off at a 90 -degree angle which is consistent with the city code requiring all fixtures be shielded. The signs for this project include: One monument sign is proposed to be located along Highway 41. The majority of the sign is an architectural element. The size of the sign may not exceed 24 square feet nor be higher than 5 feet. The sign shall be set back a minimum of 10 feet from the property line. The sign must comply with the sign ordinance. The letters shall be im.00Mw . a■" Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 7 of 21 backlit and use individual dimension letters, at least one-half inch deep. The sign materials are compatible with the building. The applicant must apply for a sign permit. PARKING The proposed ordinance requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building has a capacity for 25 individuals which translates to 8 parking spaces. The major shift will have 3 employees. The total number of parking spaces required is 11. The applicant is providing 15 parking spaces. ARCHITECTURAL COMPLIANCE Size. Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of Limestone and siding. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. The accent stone comprises 36% of the fagade of the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design The maximum building height permitted is three stories. The building meets the ordinance requirement. The roofline is staggered, adding articulation to the design of the buildings. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Facade Transnarencv All facades viewed by the public contain more than 50 percent windows and/or doors. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 8 of 21 Loading Areas, Refuse Areas, etc. The trash enclosure is located south of the existing building. The exterior materials must match the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure. 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; (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. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 9 of 21 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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the 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. REZONING The applicant is proposing to rezone the property from RSF, Single Family Residential District, to R-8, Mixed Residential Medium Density District. The area to the north is occupied by the 7/41 Crossing shopping center, and the area to the east contains Highway 41. The area to the west is occupied by single-family homes guided Residential Low Density, and the area to the south contains a single-family home and is guided Residential Medium Density. The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or NORTH SOUTH EAST WEST DEVELOPMENT 7/41 Crossing Single Family Highway 41 Single Family LAND USE Commercial Residential 4 Residential Low Medium DensityN Deni ZONING Neighborhood RSF NA RSF Commercial The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 10 of 21 PUD -R. The use consists of a single building with 25 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. SUBDIVISION The developer is requesting preliminary plat approval to replat Outlot B, Orchard Ridge into one lot — BeeHive Home. Lot 1 is proposed to have an area of 2.16 acres and house a continuing care retirement facility. 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 a curb cut off of Highway 41. 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. 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; Find: 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. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 11 of 21 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; 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. Finding: 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. Finding: The proposed subdivision is provided with adequate urban infrastructure. GRADING AND DRAINAGE The 2.1 -acre site is located south of a commercial area at the intersection of MN Trunk Highway 7 (TH 7) and MN Trunk Highway 41 (TH 41). The nearest intersection is TH 41 and Chaska Road to the east. Currently two single-family houses sit on the site that is otherwise wooded. The treed areas are to be left in a natural condition and the rest of the property is grass. These areas must be indicated on the plan sheets as well as how these undisturbed areas will be protected from grading, construction traffic, material stockpile and other disturbances. These practices shall then be installed prior to any earth -disturbing activities. This project will be graded to prepare the building pad, parking area, and ponding. The existing buildings will be removed prior to grading. Any demolition must comply with 40 CFR part 61, Subpart M — asbestos National Emission Standards of Hazardous Air Pollutants (NESHAP). The removal of two or more residential buildings on the same site is a regulated activity. Constructing this project will necessitate a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface while removing a comparable amount of woodland. The property currently has a channel with intermittent flows that receives water from a 36 -inch storm pipe in TH 41 right-of-way. This pipe receives water from Minnetonka Middle School, Melody Hill, Highway 41 and the property to the south. This channel discharges to an existing sedimentation pond which discharges to a wetland before discharging to Lake Minnewashta. Lake Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 12 of 21 Minnewashta is not listed as impaired under section 303D of the Clean Water Act but Lake Virginia which lakes Minnewashta discharges to is impaired. This channel is not under WCA jurisdiction nor is it a Department of Natural Resources (DNR) protected water. The United States Army Corps of Engineers (the Corps) has exercised jurisdiction as authorized by Section 404 of the Clean Water Act. The developer is proposing to reroute the intermittent channel using storm sewer. The applicant is working with Michael Setering of the Corps to procure a Regional General Permit (RGP-003-MN). This authorization will be needed before the channel can be disturbed. The developer will be responsible for all the costs associated with re-routing the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. A permit is required for any work within the MnDOT right-of-way. A pond is proposed to treat the water to National Urban Runoff Program (NURP) recommendations. The drainage area provided for the pond is not correct. Storm water from the rear of the building is shown to discharge to the proposed pond which is not possible without piping. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. The applicant must revise the calculations and or drainage area to correlate. This will also impact the credit received against the storm water utility fee. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. BLUFFS AND SHORELAND There are no bluffs located on the property. The property is located approximately 1300 feet from the OHW of Lake Minnewashta. This is outside of the shoreland overlay district. RETAINING WALLS No retaining walls are proposed with this development. UTILITIES Sewer and water exists along the north property line. To service this development and the property to the south, new sewer and water lines are needed. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 13 of 21 connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building pen -nit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Prior assessments for sewer and water were paid. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. As part of this development, storm water utility fees will be collected at the time of final plat. These fees are authorized under Minnesota Statute 444.075. These fees are based upon the potential runoff volume and pollutant load expected for the development type. They are calculated as water quality and water quantity with a credit given for water treatment practices. This site is 2.10 acres in size and has no public right-of-way associated with it. Currently the pond is not shown in an outlot so it is included in the fee calculations. However, upon inclusion of this area within an outlot, the ponding area will no longer be included in the fee calculations. Currently these fees are estimated as follows: Water Quality = $5,580/acre * 2.16 acre = $12,052.80 Water Quantity = $5,270/acre * 2.16 acre = $11,383.20 Credit = 1.56acre (0.5*$5,580/acre) _ $8,704.80 Additionally a $2,500.00 credit will be granted for a skimmer outlet structure. The total estimated Storm Water Utility fees due at the time of the final plat are $12,231.20. These will be updated as information is provided. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 14 of 21 EASEMENTS The easements shown on the plan do not cover the proposed utilities or the storm water treatment pond. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. Staff is ok with a portion of these easements to be vacated as long as there are no existing utilities in this area. ACCESS The City has been working with MnDOT on the access to this property. The plan is to construct a right-in/right-out access onto Highway 41. This access will be used until the development of the property to the south. When the property to the south develops, the developer will be required to provide access to the Beel ive Home property. Staff believes the best access for this property is a full access across from the Minnetonka Middle School. This access is not possible until the development of the property south of this site. In order to ensure the BeeHive Home property connects to the new access, a letter of credit or cash escrow will be collected and held until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. The letter of credit or cash escrow must cover the costs to remove the existing access and construct the new access. EROSION AND SEDIMENT CONTROL This site will constitute a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface. This exceeds the minimum threshold allowed by the National Pollution Discharge Elimination System (NPDES) and will therefore require an NPDES permit for construction activities and a Storm Water Pollution Prevention Plan (SWPPP) meeting the requirements of the NPDES permit. In addition, the plan will need to meet the requirements of Section 19-145 of Chanhassen City Code. Proof of having received the NPDES permit will be required prior to any earth -disturbing activities. The SWPPP, the grading plan and the erosion and sediment control plan should clearly detail the timeline of all construction activities including the implementation of sediment and erosion control BMPs. It should be noted that these will be the minimum practices required and that these practices will likely need to be modified or enhanced as weather and site conditions change. Silt fence shall be standard machine -sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates have been included in the construction details of the plan set but are illegible. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 15 of 21 Fencing shall also be included to protect those areas that are to remain undisturbed throughout the project. This includes construction traffic, material stockpiling, grading and any other activities that may result in the decline in health of trees and other vegetation or the compaction of native soils. These areas should also be clearly indicated on the plan set. MISCELLANEOUS Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. The applicant shall work with staff on minor plan modifications. LANDSCAPING Minimum requirements for landscaping include 871 square feet of landscaped area around the parking lot, three trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. Along the north and south property lines, there are expanses of existing vegetation with shrubs, under- and overstory trees that will satisfy the unmet bufferyard requirements. Staff recommends that one more spruce be planted along the west property line behind the five lilacs to further buffer sight lines with neighboring properties. Required Proposed Vehicular use landscape area 871 sq. ft. >871 sq. ft. Trees/ parking lot 3 overstory trees 8 overstory trees Islands/parking lot 1 islands or peninsulas 1 islands/peninsulas North property line, 200' 3 overstory trees 3 overstory trees bufferyard C 7 understory trees 3 understory trees 7 shrubs 5 shrubs Existing wooded area South property line, 140' 1 overstory trees 1 overstory trees bufferyard B 2 understory trees 2 understory trees 4 shrubs 8 shrubs Existing wooded area East property line, 200' 2 overstory trees 6 overstory trees bufferyard B 4 understory trees 5 understory trees 8 shrubs 5 shrubs + existing vegetation West property line, 160' 2 overstory trees 0 overstory trees bufferyard B 3 understory trees 3 understory trees 6 shrubs 8 shrubs Existing wooded area Along the north and south property lines, there are expanses of existing vegetation with shrubs, under- and overstory trees that will satisfy the unmet bufferyard requirements. Staff recommends that one more spruce be planted along the west property line behind the five lilacs to further buffer sight lines with neighboring properties. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 16 of 21 PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Lot 1, Block 1, BeeHive Home is subject to the payment of $12,500 in park dedication fees (25 beds X $500 per bed). COMPLIANCE TABLE Lot Ordinance Requirements Subject Site Area 5,500 square feet 94,089 square feet Frontage 150' 271.08' Depth 150' 233' Lot Coverage 35% 29.1% Building Height Ordinance Requirements Subject Site Principal 35' 21'6" Building Setbacks Ordinance Requirements Subject Site Front yard 25' 72 Rear yard 25' 34' Side yard 10' 29'/130' Parking Requirements Ordinance Requirements Subject Site Stalls 1/3 space per bed + I space per employee on major shift which translates to 8 + 3 = 11 15 spaces P RECOMMENDATION Staff recommends adoption of the following three motions: 1. "The Planning Commission recommends approval of Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium -Density Residential District for BeeHive Home Subdivision contingent upon final plat approval, as shown in plans dated received October 9, 2012, and adoption of the Findings of Fact." 2. "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 2012-15 for BeeHive Home as shown in plans dated received October 9, 2012, Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 17 of 21 and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $12,231.20." 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for Beeffive Homes as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Install tree protection fencing around the preserved oak at least 30 feet from the tnmk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 2. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. 3. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. Planning Commission Beeffive Home — Planning Case 2012-15 October 16, 2012 Page 18 of 21 e. Demolition Permit(s) are required for the removal of any existing structures on the site. f The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 4. All rooftop and ground equipment must be screened from views. 5. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, drainage and utility easement vacation, and the City Code amendment — Planning Case 2012- 15. 6. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 7. Sign illumination and design shall comply with ordinance. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 9. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 10. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. 11. A permit is required for any work within the MnDOT right-of-way. 12. The NURP calculations and or drainage area map must be revised to correlate to the plans. 13. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. 14. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 15. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 16. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 19 of 21 easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 17. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 18. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 19. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. 20. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. 21. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. 22. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. 23. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 24. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 25. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 26. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 20 of 21 27. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 28. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 29. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet Cl. 30. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 31. The swale located southeast of the proposed building shall be stabilized in its entirety. 32. The SWPPP must identify the receiving waters for this project. 33. All City standard detail plates shall be edited so that they are legible. 34. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 35. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 36. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 37. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 38. The applicant shall work with staff on minor plan modifications. 39. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure." Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 21 of 21 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Application. 3. Reduced Copy of Plans dated "Received October 9, 2012". 4. Public Hearing Notice and Affidavit of Mailing. 5. E-mail from Jeff and Mitzi Vanthournout dated October 10, 2012. 6. E-mail from Susan Peterson dated October 10, 2012. g:lplan\2012 planning cases\2012-15 bee hive homes assisted living facilityWaffreport.doc o-- i 5 Chanhassen Planning Commission — October 2, 2012 Aller: So I have a motion and a second. Any further discussion? Tennyson moved, Colopoulos seconded that the Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, approves Planning Case #2012-14 for a variance to the 150 shoreland setback requirement as shown in plans dated Received August 22, 2012 and subject to the following conditions and adoption of the attached Findings of Fact and Decision: 1. Preserve the existing slope with a retaining wall. 2. Remove the existing carport from the property All voted in favor and the motion carried unanimously with a vote of 4 to 0. PUBLIC HEARINGS: CITY CODE AMENDMENT: REQUEST TO AMEND CHAPTER 20, ZONING TO ALLOW A SENIOR CARE FACILITY IN MEDHJM AND HIGH DENSITY DISTRICTS. AND BEE HIVE HOMES: REOUEST TO REZONE PROPERTY FROM SINGLE FAMH.Y RESIDENTIAL DISTRICT (RSF) TO MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT (R-8); PRELUIVHNARY PLAT TO REPLAT 2.16 ACRES INTO ONE LOT; AND SITE PLAN REVIEW WITH VARIANCES FOR THE CONSTRUCTION OF A SENIOR CARE FACELM ON PROPERTY LOCATED WEST OF HIGHWAY 41 AT 6330 HAZELTINE BOULEVARD. APPLICANT: TYLER & KATHRYN STEVENS. OWNER: ROR. INC. PLANNING CASE 2012- 15. Generous: This item and the following item are both linked together and we're requesting that these items be tabled to the next Planning Commission agenda. Aller: Any discussion? Anyone here on that item that wishes to be heard. Would you like to be heard at this time or would you like to follow the matter to the 16th. Audience: Ben, did you want to say something? Ben Gowen: Well if it's going to be tabled... Aller: I would make it be the end of it if you can't be here on the 16'h sir. I mean if you want to. Ben Gowen: I'll be here. Aller: Okay. Tennyson: 1'd like to make a motion to continue the public hearing related to the City Code amendment and also item number 3 Bee Hive Homes. Aller: Okay, so items 2 and 3. I have a motion. Similar motion on both to continue to October 16, 2012. Tennyson: Due to issues that have arisen regarding utility services. Nelson: I'll second that. SCANNED Chanhassen Planning Commission — October 2, 2012 Aller: I have a motion and a second. Any discussion? Tennyson moved, Nelson seconded to table the City Code Amendment to Chapter 20, Zoning regarding senior care facility in medium and high density districts and the Bee Hive Homes request due to issues that have arisen regarding utility services. All voted in favor and the motion carried unanimously with a vote of 4 to 0. APPROVAL OF MINUTES: Commissioner Colopoulos noted the verbatim and summary minutes of the Planning Commission meeting dated September 18, 2012 as presented. CITY COUNCIL ACTION UPDATE. Generous: Mr. Chairman, commissioners. The Lakeside 7 h Addition, which was a plat for the, preliminary plat for the last parcel in the project as well as site plan approval for 17 townhouses and a code amendment to change the setbacks was approved by City Council and the request for the metes and bounds subdivision on Lyman Boulevard, on the Dorsey property was approved with a modification to the condition. They took out the requirement that the access easement be recorded against the property so. Aller: Great. Wonderful. What else do we have? Looks like Goodwill put up it's sign. Generous: It applied for it. I don't know if it's up yet or not. I haven't been out that way. Aller: And that's at 80 West 78`h Street so be looking for that sign. Generous: It was in the paper last week, in the Villager about their opening I believe the beginning of November so. Aller: Great. Anything further from any of the commissioners? Do we have a motion to adjourn? Nelson moved, Colopoulos seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The Planning Commission meeting was adjourned at 7:10 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 4 PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary Plat to Replat 2.16 acres into one lot; Site Plan Approval for construction of a Continuing Care Retirement Facility (BeeHive Homes); and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a Rezoning of property from Single Family Residential District to Mixed Medium Density Residential District, preliminary plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a Continuing Care Retirement Facility. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: West of Highway 41,6330 Hazeltine Boulevard. APPLICANT: Tyler and Kathryn Stevens R.O.R Corporation 6505 Fox Hallow Court 2461 West 64' Street Chanhassen, MN 55317 Excelsior, MN 55331 Mr. Tyler Stevens Mr. Gary Reed Phone: 612-770-7611 952-494-8525 tyler.stevens@encorecare.com PRESENT ZONING: Single Family Residential District - RSF 2030 LAND USE PLAN: Office/Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 2.16 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving Rezonings because the City is acting in its legislative or policy- making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. 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. SCANNED Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 2 of 20 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. PROPOSAUSUMMARY The request consists of multiple applications to facilitate the construction of a continuing care retirement facility (BeeHive Homes). The request includes a Rezoning from Single Family Residential District to Mixed Medium Density Residential District, preliminary plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a continuing care retirement facility. The site is located west of Highway 41, 6330 Hazeltine Boulevard. Access to the site will be gained off of Highway 41 via a right-in/out only. The site is zoned Single Family Residential District. The current ordinance does not address this type of use. An ordinance amendment addressing continuing care retirement facility with standards will precede this application. Approval of this request is contingent upon approval of the ordinance amendment to allow the use with standards. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 3 of 20 The following is a summary of the requests: 1. Rezoning: The first request is to rezone the property from Single Family Residential District to Mixed Medium Density Residential District. 2. Subdivision/Preliminary and Final Plat: The second request is for the replat of 2.16 acres into one lot which will house the continuing care retirement facility. 3. Site Plan: The final request is for a site plan to construct a 15,681 square -foot continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 29.1%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include Limestone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. Access to the site is provided via a right- in/out off of Highway 41. As the property to the south of the subject site develops, this access will be closed and a full access Will be gained from an extension to a future road from the southern property. 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 rezoning, subdivision and site plan with conditions as outlined in the staff report. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 4 of 20 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments BACKGROUND The Land Use Plan designates the area that is south of the 7/41 Crossing shopping center and west of Highway 41 as Residential Medium Density or Office. This category has been established to accommodate either an office building or a medium -density residential development. The medium - density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi -family dwellings, but would also permit the development of the continuing care retirement facility. `.r, ♦ a. •>E. •- � rain .� Lake l WOW ��CQe�� •ter Mir OW • VERN • u Minnewashta Q� i�� j ♦�.�, ra�� i Planning Commission Beeflive Home — Planning Case 2012-15 October 2, 2012 Page 5 of 20 SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 29.1%. The design of the building is attractive r and is proposed to be constructed of high- quality materials. They include Limestone at the Igo entry and paneling at the - - main body of the _ _ building. All elevations PH" m Yum/aw �M HpwO /.' IRW �Oin� that can be viewed by i _FRQFQ5ED - Mow the public have received I equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located inside the building and will be hidden from views. The added landscaping and boulevard trees will provide a calming effect to a busy area. The site plan request is for a 15,681 square -foot continuing care retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Homes. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. The following applies to the continuing care retirement facilities: (1) The facility shall maintain state licensing. (2) The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. (3) The facility shall be connected to municipal services. (4) The facility shall be of residential style and character with a maximum structure height of 35 feet. (5) Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. (6) One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. (7) The facility shall be located in a medium or high-density district with a gross density not exceeding 16 beds per acre. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 6 of 20 (8) Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The site will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one story appearance and most of the parking is located underground. The building has a capacity of 25 individuals and will require 3 employees on the major shift. This will translate to 11 parking spaces. The applicant is providing 15 spaces. The access to the site will be via Highway 41. LIGHTING/SIGNAGE The applicant prepared a lighting plan and included photometrics. Light levels 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. The applicant has submitted a light fixture design. This fixture is downcast and the light will be cut off at a 90 -degree angle which is consistent with the city code requiring all fixtures be shielded. The signs for this project include: One monument sign is proposed to be located along Highway 41. The majority of the sign is an architectural element. The size of the sign may not exceed 24 square feet nor be higher than 5 feet. The sign shall be set back a minimum of 10 feet from the property line. The sign must comply with the sign ordinance. The letters shall be IMIIgVF!- backlit and use individual dimension letters, at least one-half inch deep. The sign materials are compatible with the building. The applicant must apply for a sign permit. PARKING The proposed ordinance requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building has a capacity for 25 individuals which translates to 8 parking spaces. The major shift will have 3 employees. The total number of parking spaces required is 11. The applicant is providing 15 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has a pronounced entrance. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 7 of 20 Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of Limestone and siding. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Desian The maximum building height permitted is three stories. The building meets the ordinance requirement. The roofline is staggered, adding articulation to the design of the buildings. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Facade Transparency All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas, etc. The trash enclosure is located inside the building and is hidden from views. Recycling space and other solid waste collection space should be contained within the same enclosure. 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; Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 8 of 20 (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; (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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the 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. REZONING The applicant is proposing to rezone the property from RSF, Single Family Residential District, to R-8, Mixed Residential Medium Density District. The area to the north is occupied by the 7/41 Crossing shopping center, and the area to the east contains Highway 41. The area to the west is occupied by single-family homes guided Residential Planning Commission BeelEve Home — Planning Case 2012-15 October 2, 2012 Page 9 of 20 Low Density, and the area to the south contains a single-family home and is guided Residential Medium Density. The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with 25 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. SUBDIVISION The developer is requesting preliminary plat approval to replat Outlot B, Orchard Ridge into one lot — BeeHive Home. Lot 1 is proposed to have an area of 2.16 acres and house a continuing care retirement facility. NORTH SOUTH EAST WEST DEVELOPMENT 7/41 Crossing Single Family Highway 41 Single Family LAND USE Commercial Residential Residential Low Medium DensityNA Density ZONING Neighborhood RSF NA RSF Commercial The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with 25 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. SUBDIVISION The developer is requesting preliminary plat approval to replat Outlot B, Orchard Ridge into one lot — BeeHive Home. Lot 1 is proposed to have an area of 2.16 acres and house a continuing care retirement facility. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 10 of 20 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 a curb cut off of Highway 41. 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. SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Fi_ ndine: 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; Finding: The proposed subdivision is consistent with applicable plans. I 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, storm drainage, sewage disposal, streets, erosion control and all other improvements requited 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. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 11 of 20 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. Findine: The proposed subdivision is provided with adequate urban infrastructure. GRADING AND DRAINAGE The 2.1 -acre site is located south of a commercial area at the intersection of MN Trunk Highway 7 (TH 7) and MN Trunk Highway 41 (TH 41). The nearest intersection is TH 41 and Chaska Road to the east. Currently two single-family houses sit on the site that is otherwise wooded. The treed areas are to be left in a natural condition and the rest of the property is grass. These areas must be indicated on the plan sheets as well as how these undisturbed areas will be protected from grading, construction traffic, material stockpile and other disturbances. These practices shall then be installed prior to any earth -disturbing activities. This project will be graded to prepare the building pad, parking area, and ponding. The existing buildings will be removed prior to grading. Any demolition must comply with 40 CFR part 61, Subpart M — asbestos National Emission Standards of Hazardous Air Pollutants (NESHAP). The removal of two or more residential buildings on the same site is a regulated activity. This project will necessitate a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface while removing a comparable amount of woodland. The property currently has a channel with intermittent flows that receives water from a 36 -inch storm pipe in TH 41 right-of- way. This pipe receives water from Minnetonka Middle School, Melody Hill, Highway 41 and the property to the south. This channel discharges to an existing sedimentation pond which discharges to a wetland before discharging to Lake Minnewashta. Lake Minnewashta is not listed as impaired under section 303D of the Clean Water Act, but Lake Virginia which Lake Minnewashta discharges to is impaired. This channel is not under WCA jurisdiction nor is it a Department of Natural Resources (DNR) protected water. The United States Army Corps of Engineers (the Corps) has exercised jurisdiction as authorized by Section 404 of the Clean Water Act. The developer is proposing to reroute the intermittent channel using storm sewer. The applicant is working with Michael Setering of the Corps to procure a Regional General Permit (RGP-003-MN). This authorization will be needed before the channel can be disturbed. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. A permit is required for any work within the Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 12 of 20 MnDOT Right -of -Way. A temporary construction easement will be required from the property owner south of the site for connection to the existing storm sewer. A pond is proposed to treat the water to National Urban Runoff Program (NURP) recommendations. The drainage area for the pond does not appear to be correct. The rear of the building is shown to discharge to the proposed pond which is not possible without piping. The applicant must revise the calculations and or drainage area to correlate. This will also impact the credit received against the storm water utility fee. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. BLUFFS AND SHORELAND There are no bluffs located on the property. The property is located approximately 1300 feet from the OHW of Lake Minnewashta. This is outside of the shoreland overlay district. RETAINING WALLS No retaining walls are proposed with this development. UTILITIES Sewer and water exists along the north property line. To service this development and the property to the south, new sewer and water lines are needed. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Prior assessments for sewer and water were paid. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 13 of 20 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. As part of this development, storm water utility fees will be collected at the time of final plat. These fees are authorized under Minnesota Statute 444.075. These fees are based upon the potential runoff volume and pollutant load expected for the development type. They are calculated as water quality and water quantity with a credit given for water treatment practices. This site is 2.10 acres in size and has no public right-of-way associated with it. Currently the pond is not shown in an outlot so it is included in the fee calculations. However, upon inclusion of this area within an outlot the ponding area will no longer be included in the fee calculations. Currently these fees are estimated as follows: Water Quality = $5,580/acre * 2.16 acre = $12,052.80 Water Quantity = $5,270/acre * 2.16 acre = $11,383.20 Credit = 1.56acre (0.5*$5,580/acre) _ $8,704.80 Additionally a $2,500.00 credit will be granted for a skimmer outlet structure. The total estimated Storm Water Utility fees due at the time of the final plat are $12,231.20. These will be updated as information is provided. EASEMENTS The easements shown on the plan do not cover the proposed utilities or the storm water treatment pond. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. Staff is ok with a portion of these easements to be vacated as long as there are no existing utilities in this area. ACCESS The City has been working with MnDOT on the access to this property. The plan is to construct a right-in/right-out access onto Highway 41. This access will be used until the development of the property to the south. When the property to the south develops, the developer will be required to provide access to the Beehive Home property. Staff believes the best access for this property is a full access across from the Minnetonka Middle School. This access is not possible Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 14 of 20 until the development of the property south of this site. In order to ensure the Beehive Home property connects to the new access, a letter of credit or cash escrow will be collected and held until the Beehive Home property connects to the future access point and removes their current right-in/right-out. The letter of credit or cash escrow must cover the costs to remove the existing access and construct the new access. EROSION AND SEDIMENT CONTROL This site will constitute a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface. This exceeds the minimum threshold allowed by the National Pollution Discharge Elimination System (NPDES) and will therefore require an NPDES permit for construction activities and a Storm Water Pollution Prevention Plan (SWPPP) meeting the requirements of the NPDES permit. In addition, the plan will need to meet the requirements of Section 19-145 of Chanhassen City Code. Proof of having received the NPDES permit will be required prior to any earth -disturbing activities. The SWPPP, the grading plan and the erosion and sediment control plan should clearly detail the timeline of all construction activities including the implementation of sediment and erosion control BMPs. It should be noted that these will be the minimum practices required and that these practices will likely need to be modified or enhanced as weather and site conditions change. Silt fence shall be standard machine -sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates have been included in the construction details of the plan set but are illegible. Fencing shall also be included to protect those areas that are to remain undisturbed throughout the project. This includes construction traffic, material stockpiling, grading and any other activities that may result in the decline in health of trees and other vegetation or the compaction of native soils. These areas should also be clearly indicated on the plan set. MISCELLANEOUS Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot, light poles, located in drainage and utility easements. The applicant shall work with staff on minor plan modifications. LANDSCAPING Minimum requirements for landscaping include 871 square feet of landscaped area around the parking lot, three trees for the parking lot, and bufferyard plantings along property lines. The Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 15 of 20 applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table: Applicant does not meet minimum requirements for bufferyard areas. Along the north and south property lines, there are expanses of existing vegetation that will satisfy the unmet bufferyard requirements. Staff recommends that the applicant increase the number of trees and/or shrubs in the east and west bufferyards to meet minimum landscape requirements. The west bufferyard plantings shall be concentrated in the area where the proposed building comes closest to the property line. The Autumn Blaze maples called for in the proposed landscape plan will be large trees at maturity, reaching a height of 60 feet and a width of 40 feet. They are proposed to be planted along the drive and near the building. Staff recommends that the proposed trees be spaced a minimum of 30 feet apart and from structures in order to provide clearance for growth and avoid structure conflicts. The applicant may also consider using smaller, columnar maple cultivars, such as `Apollo' or `Autumn Spire', in tighter spaces near the building PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Required Proposed Vehicular use landscape area 871 sq. ft. >871 sq. ft. Trees/ parking lot 3 overstory trees 10 overstory trees Islands/parking lot 1 islands or peninsulas 1 islands/peninsulas North property line, 200' 3 overstory trees 3 overstory trees bufferyard C 7 understory trees 6 understory trees 7 shrubs 0 shrubs Existing wooded area South property line, 140' 1 overstory trees 1 overstory trees bufferyard B 2 understory trees 3 understory trees 4 shrubs 0 shrubs Existing wooded area East property line, 200' 2 overstory trees 4 overstory trees bufferyard B 4 understory trees 4 understory trees 8 shrubs 0 shrubs West property line, 160' 2 overstory trees 0 overstory trees bufferyard B 3 understory trees 0 understory trees 6 shrubs 0 shrubs Existing wooded area Applicant does not meet minimum requirements for bufferyard areas. Along the north and south property lines, there are expanses of existing vegetation that will satisfy the unmet bufferyard requirements. Staff recommends that the applicant increase the number of trees and/or shrubs in the east and west bufferyards to meet minimum landscape requirements. The west bufferyard plantings shall be concentrated in the area where the proposed building comes closest to the property line. The Autumn Blaze maples called for in the proposed landscape plan will be large trees at maturity, reaching a height of 60 feet and a width of 40 feet. They are proposed to be planted along the drive and near the building. Staff recommends that the proposed trees be spaced a minimum of 30 feet apart and from structures in order to provide clearance for growth and avoid structure conflicts. The applicant may also consider using smaller, columnar maple cultivars, such as `Apollo' or `Autumn Spire', in tighter spaces near the building PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 16 of 20 Lot 1, Block 1, BeeHive is subject to the payment of $12,500 in park dedication fees (25 beds X $500 per bed). RECOMMENDATION Staff recommends adoption of the following three motions: I. REZONING "The Planning Commission recommends approval of Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium -Density Residential for Beehive Home Subdivision contingent upon final plat approval, as shown in plans dated received August 31, 2012, and adoption of the Findings of Fact." 2. SUBDIVISION "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 2012-15 for BeeHive Home as shown in plans dated received August 31, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $12,231.20." 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for BeeHive Homes as shown in plans dated received August 31, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 17 of 20 1. The applicant shall increase the number of trees and/or shrubs in the east and west bufferyards to meet minimum landscape requirements. The west bufferyard plantings shall be concentrated in the area where the proposed building comes closest to the property line. 2. Increase spacing for Autumn Blaze maples and/or intersperse with smaller maple varieties. 3. Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 4. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. Demolition Permit(s) required for the removal of any existing structures on the site. f The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. All rooftop and ground equipment must be screened from views. 6. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, and the City Code amendment — Planning Case 2012-15. 7. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. 8. Sign illumination and design shall comply with ordinance. 9. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 10. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 11. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 18 of 20 the proper sizing of the storm sewer through the site. 12. A permit is required for any work within the MnDOT Right -of -Way. 13. A temporary construction easement will be required from the property owner south of the site for connection to the existing storm sewer. 14. The NURP calculations and or drainage area map must be revised to correlate to the plans. 15. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 16. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 17. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 18. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 19. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 20. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. 21. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. Upon completion of the new access point, the Beehive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the Beehive Home property connects to the future access point and removes their current right-in/right-out. 22. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 19 of 20 23. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.393.1146 shall be added. 24. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 25. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 26. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 27. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. 28. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 29. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 30. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet C 1. 31. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 32. The swale located southeast of the proposed building shall be stabilized in its entirety. 33. The SWPPP must identify the receiving waters for this project. 34. The SWPPP shall be amended to include Chip Hentges, Carver County SWCD 952.466.5230 and Terry Jeffery, City of Chanhassen 952.224.6278 35. All City standard detail plates shall be edited so that they are legible. Planning Commission BeeHive Home — Planning Case 2012-15 October 2, 2012 Page 20 of 20 36. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 37. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 38. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 39. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 40. The applicant shall work with staff on minor plan modifications. 41. Approval of the site plan is contingent upon approval of the vacation of drainage and utility easements." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Application. 3. Reduced Copy of Plans dated "Received August 31, 2012". 4. Public Hearing Notice and Affidavit of Mailing. gAplan12012 plamting cases12012-15 bee hive homes assisted living facility\staff report.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of US Home Corporation — Planning Case No. 2012-15, Beehive Homes. Request for Preliminary Plat creating 1 lots; and a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium Density Residential and Site Plan approval for the construction of a Continuing Care Retirement Facility located west of Highway 41, 6330 Hazeltine Boulevard. On October 2, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Tyler and Kathryn Stevens for a Continuing Care Retirement Facility. The Planning Commission conducted a public hearing on the proposed development 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 RSF, Single Family Residential District. 2. The property is guided in the Land Use Plan for Residential — Medium Density or Office. 3. The legal description of the property is described as Outlot B, Orchard Ridge. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the R-8, Mixed Medium Residential District b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. 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; the proposed site is suitable for development subject to the conditions specified in this report. 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; the proposed subdivision is served by adequate urban infrastructure. e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. The wetland is proposed to be protected. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. 5. Rezoning Findings: 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 zoning 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 zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 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. 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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. The Planning Commission regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. 7. The planning report #2012-15 dated October 2, 2012, prepared by Sharmeen AI-Jaff et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating one lot; a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium Density Residential, and Site Plan Approval for the construction of Continuing Care Retirement Facility. ADOPTED by the Chanhassen Planning Commission this 2"d day of October, 2012. CHANHASSEN PLANNING COMMISSION M. Its Chairman 4 d d B ate® 5HEET INDEX a:rbrweo o<..+wr � PRQICCT TEAM �RCnIRCf w*¢n.v.wvn 9TR aum CNGINUR JB��WOXI�Mw�lw. CIVIL [NGINCCR cov.Ncrcix or.. Beehive HOMES 3H[[T A� NUMB[R 5HEETINDE% PROJECT TEAM raGnrtxT 6 KU UM CNGIN!!R roux xiaiR na:%iam GCNCRAL CONTRACTOR en�iva�rr1mn� wwmoi+arnw svo w. uaaoa, uxawe CIVIL ENGINM x ��W.��ADW xP.Wae iq Beehive hOME5 9. IEEE--] I I I I I I I I ------------ VF _—_---_—_---_---_—_7---_—_—_ . — —_ _ _— _-_- - --- _ -- 70 - -----_--- --_-- --- -- - -- -- -- -_-_ _ _ -_ - - -_ I - -q - - - 5 —_—_ — _--- -- _— - — _t-_—_ -- -- —_ _—_— _— _ — _ —_ — _ _ _1_ --------- ---------- . _—_---_- ---------. bA B C b E F Ob O PROPOSED LONER , n LEVEL PLAN lw- Pa des �. 9MEETINDEX Beehive HOMES .wew"ux uu' 9N[R A'3 NUMB[R PROJECT TEAM AR �RYCu �,r 9BULTURK [NGN[CR j� —� L/ 4CNCI4LL CONtRACTOR � x�ic.�wwar' �'l aarx`. m emoxanm uv 6 Nyasa B CIAL VIL ENGINEER a,aurt iso rwxenasao++ Beehive HOMES .wew"ux uu' 9N[R A'3 NUMB[R L -��—'��-'T-�-ff-_/--1— —�/ Y .1 _ T __ — _ ___ _-- __— _ —_—_ _ ---- - _— _ ------------ ----— -- _ _---__N— _ _II I L I I N III III f -----, -_� •I _ L _ I � � •I � I •I �9 �9 �9 1 5HEET INDEX Beehive hOME5 5n[er A4 NUMS[R S��T PROJECT TEAM 5TRUGTU ENGINCCR J 1 - � GCN[RNL L(INiRAGiOR �if'CEW 4nfB nw rv. Ccar Mnro, w af.0 GVIL CNGINCCRfe mW'cam. w`�'ru.eeuw �ro Beehive hOME5 5n[er A4 NUMS[R S��T aft® NNI E I (,PROPOSED -RIGHT LJ ve•- I• -o - f�o.r Beehive HOMES Na �x SNCR q5 NUME[R I �- SHEET INDEX .I •� ,. ,. ar, .� d• .�.,,m,ofAaw.,�f 12 �awwuvai _ _ t f-' r= i .aM.arw�o4 PROJECT TCAM I I MLnIiCGT 9TRUCNRAL [NGIN[CR - FRONT oPROPOSED I/C- 1'-0` �.+....,a.r..,..ww..,.n..,.....�u. GCNCINL CANTRf.CfOR aw 4nH, ux aHH CIVIL[NGIN[[R •..u.A.... w..... wwaNuf.wfaHs ..:n.e..rrww. w.....,.. n.n.. noxaffaesaspf NNI E I (,PROPOSED -RIGHT LJ ve•- I• -o - f�o.r Beehive HOMES Na �x SNCR q5 NUME[R r., lei 60 klo A— � QJ© SOW,-,.�to _—_—_— 2 VllfOS5D�FT��FTT Iro•- r.a des® .R 5MEET INDEX a.�wA.m �ia� vi ....00rwH .,.nmro.eoe,v.�e PROJECT TEAM RRGNIT[R 5TRUGTUR4 ENGINCCR GLN[RP1 COHfRAI.TOR CIVIL CNGINKRs' 6eeHIve HOMES 9n[CT A6' NUMB[R BEEHIVE HOME CHANHASSEN, MINNESOTA _ FINAL SITE PLAN EXHIBITS ENCORE SENIOR HOME CARE oe 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 a PHONE: (952) 426-1371 FAX: (952) 405-6671 y j E G S .. �'.. I TITLE SREEf INDEX Cl SMN FJRY @:E CRD51'::: I I =TING CONDMONS C2 1 ; SITE INPORMATION C3-C6 il�i11� EROSION & SEDIMENT CONTROL DETA C6 ...y I A j »` I 1 wm ` - • I EROSION k SEDIMENT CONTROL PLAN co MNAL GRADING k DRAINAGE PLAN CT MN TREE PRESERVATION PLAN CR -A N E FINAL tMOM PLACe PAVMG k DIMENSIONING PLAN CIO 'm tim �i ii DETAIL SnD ell T gig 0 I ly F mma m ar�au f / w L— I — — bm oc v _ — _ �m c ...,.�...... ..................... ..R,au, I // o. R . _ orry,nA M F; wm.n w O_ •+ uee�n w.s4n'w°"O1GOPF�R STATE ONE CALL R"osGT No' O ,r mo. cw...CNL NWM �E� NU dp r I IJa® o Imx s�r v.ul.r .11DOENIC p roR[nxNO. vuve uc r POLL c.P vma rwEDlc D s rD, NO E sEcrwx cur NEveNDOE xo cu vu TE TE v PEYm.I. LEVl9.M rzwx PLOeetu o l..u e c.xx =E vMxall 8 .N Mr T D. .Te v.we 777J DEN 9EC{lOx MAPCO ENDTOP or D6R I. LEYal0 n9 rWN FC O OECwwvS T..N if WVY THEE O MPHR PNKT 9V PrM'. COZNCR— SU"-CK nV DVN.E 8MO}I EE IO NOWERP9 OYWYINE B.NRIAY E 6,.D BRI PY 9ER N. YYN OMW1[.O PO xEP N. 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Hill, Inc. 7 Eb aurvnrns [nOnm+s sm�roxs ?$ \� p g 317'E INFORMATION / / 1. .� � QlCORE SENIOR LIVING ?°' • . 416 °�` IWE (Et�Y}WM f!A {6jYm-YY =:g SOMWE WE �py I�W'�cvmrin _ _eY"�. �•� � sem_ .� sM awm• 161fl'3Y1i14L•AL �� CSYSS'i®ii'Y9® rte.=ve ,AfPwk �py I�W'�cvmrin sM awm• wALT— •i I- IR ,AfPwk rt�s= cross ssrnax exoru .n nw ena _ YRRiIbYN,T"� saosar�� —• ..va �.. m. .um osx .....cvry •Rmu�am n _ .�.c �py I�W'�cvmrin sM awm• rt�s= cross ssrnax exoru .n nw ena _ YRRiIbYN,T"� saosar�� —• ..va �.. m. .um osx .....cvry •Rmu�am n _ .�.c .e� sM awm• wALT— •i I- .e� GOPHER STATE ONE CALL wMu LOT 2 I ry s N f ry � Y p 1 I Y tl S C Y = 4 • � I I I � Y I � i I a N GOPHER STATE ONE CALL wMu Lot 9 mor wor i•rr.o ® ..mox° w.cxrz Boa ® o��.aw •r ® .w°e° w wwmxrm. 0 f� o -B rc mu. m.Fn o s,o 4id FM. I I \i e ii i cvEN 'r iRi ( c,, - 0 "J RCJ IF:o q' iii I I � i I N 10 I I Ol I a I I I , / Y y I/I tl v d /I rI Ild Q lI y yI 6 w N N d N N N d y / Q OO \ � Y / N N v/ N _ q � N / GOPHER STATE ONE CALL N r i - -, 10 STATE HIGI{WAy N0. 41— >e inn VC€� ga9a99 r - s y9eE 101' 1 a d a� 8 ¢'4 BEEHIVE HOEiE FINAL TREE PRESERVATION PLAN — James R. Hill, Inc. pews /�OIDgm /`ARKTOS y o ENCORE SENIOR LIVING YI- F.mml F Nv n00 nesrs®ss� no nn®®©R� uu�®vim MMIIIIIM 00 mom®s©� Mn nn�Mn c�-�er�e�+' yr.� Ootn�c tW�r'ryi4;:'. no eiei!z�®asp sv . - : urs., r.•.. uu�®v©® mo'-1�-�®o•®m uTYPyPERENNIAL PIANi,NG OEfNL 6 GGEGGlIDGS TREE PLANTING - SECTION -'� •�-~� --^'_-- —,--,-,�„�,-,yam ZZ v PLANTING DETAILS, NOTES, & SCHEDULES ■ RPn40RS I n 1 n• R Fl �1\101N�1\ m FI O W�1��7+�, •n� ...�I � p FI ns , �I, o �� e • ii < a I�i��:, IF .. •, FF !i �li� I��.. 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III;IIIIIII IIIIIIIIIII IIIIIIIIIII ..............................................: I LOT i I I I I � I I \ I Mp RNOI< <:RFA COWR 5 UMMMY Y imu I rm mrt ixu: Baa i@ate ruAmrtAYrtw W : e / wmash i.v �°i i��i i vwG :.RVvv11VV Ye NOM / Y'/ �u�rwmc irws�cuxs�'cuxrt u[�ea xue L 007 I I I ..01(2 Y I� Q 1 O Y tl I I I I � I I \ I Mp RNOI< <:RFA COWR 5 UMMMY Y imu I rm mrt ixu: T..L ..O.G l..M Arne! 0,25 Avrcs N ruAmrtAYrtw W : e / wmash Ye NOM / Y'/ �u�rwmc irws�cuxs�'cuxrt u[�ea xue I I Y ---- ----------- -evLL lmu- W70 ` d�i -13'lCl;L CITY of CHANHAS3EN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen AI-Jaff, Senior Planner DATE: October 22, 2012 SUBJ: Rezoning of property from Single Family Residential District to Mixed Medium Density Residential District, preliminary and final plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a Continuing Care Retirement Facility. 6330 Hazeltine Boulevard — Planning Case #2012-15 PROPOSED MOTION "The Chanhassen City Council approves a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary and Final Plat to Replat 2.16 acres into one lot; Site Plan Approval for construction of a Continuing Care Retirement Facility (BeeHive Homes); and adoption of the attached Findings of Fact." City Council approval of the rezoning requires a super majority vote of City Council present. City Council approval of the site plan and subdivision requires a majority vote of City Council present. EXECUTIVE SUMMARY The developer is requesting a Rezoning from Single Family Residential District to Mixed Medium Density Residential District, Preliminary and Final plat to replat 2.16 acres into one lot — BEEHIVE HOME; and Site Plan approval for the construction of a continuing care retirement facility. The site is located at 6330 Hazeltine Boulevard. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on October 2, 2012 and continued it to October 16, 2012 to review the proposed development. The Planning Commission voted five for and none against a motion recommending approval of the project. The October 16, 2012 Planning Commission minutes are attached. RECOMMENDATION Staff recommends approval of the request. ATTACHMENTS web site 1. Planning Commission Staff Report dated October 16, 2012. www.ci.chanhassen.mn.us 2. Planning Commission minutes dated October 16, 2012. 3. Letter from Scott M. Lucas dated October 16, 2012. 4. Entails supporting project (4). g_lplan12012 planning ca \2012-15 bee hive homes assisted living facilitykxecutive summary.doc SCANNED Chanhassen is a Community for Lite - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 10/16/12 CC DATE: 10/22/12 REVIEW DEADLINE: 10/30/12 CASE #: 2012-15 — BeeHive Homes BY: Al-Jaff, et al. "The Chanhassen City Council approves a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary and Final Plat to Replat 2.16 acres into one lot; Site Plan Approval for construction of a Continuing Care Retirement Facility (BeeHive Homes); and adoption of the attached Findings of Faet and Reeenmwndafie ." SUMMARY OF REQUEST: The applicant is requesting a Rezoning of property from Single Family Residential District to Mixed Medium Density Residential District, preliminary and final plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a Continuing Care Retirement Facility. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: West of Highway 41,6330 Hazeltine Boulevard. APPLICANT: Tyler and Kathryn Stevens R.O.R Corporation 6505 Fox Hallow Court 2461 West 64`s Street Chanhassen, MN 55317 Excelsior, MN 55331 Mr. Tyler Stevens Mr. Gary Reed Phone: 612-770-7611 952-494-8525 tyler.stevensna.encorecare.com PRESENT ZONING: Single Family Residential District - RSF 2030 LAND USE PLAN: Office/Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 2.16 Acres DENSITY: N/A LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving Rezonings because the City is acting in its legislative or policy- making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. 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. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 2 of 21 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. PROPOSAUSUMMARY The request consists of multiple applications to facilitate the construction of a continuing care retirement facility (BeeHive Homes). The request includes a Rezoning from Single Family Residential District to Mixed Medium Density Residential District, preliminary and final plat to Replat 2.16 acres into one lot — BEEHIVE HOME; and site plan approval for the construction of a continuing care retirement facility. The site is located west of Highway 41, 6330 Hazeltine Boulevard. Access to the site will be gained off of Highway 41 via a right-in/right-out only. The site is zoned Single Family Residential District. The current ordinance does not address this type of use. An ordinance amendment addressing continuing care retirement facility with standards will precede this application. Asproval of this reauest is contingent upon approval of the ordinance amendment to allow the use with standards. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 3 of 21 The following is a summary of the requests: 1. Rezoning: The fust request is to rezone the property from Single Family Residential District to Mixed Medium Density Residential District. 2. Subdivision/Preliminary and Final Plat: The second request is for the replat of 2.16 acres into one lot which will house the continuing care retirement facility. 3. Site Plan: The final request is for a site plan to construct a 15,681 square -foot continuing care retirement facility. The total permitted site coverage is 35 percent. The proposed development has a total hard coverage area of 29.1 %. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include Limestone at the entry and paneling at the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. Access to the site is provided via a right-in/right-out off of Highway 41. As the property to the south of the subject site develops, this access will be closed and a full access will be gained from an extension to a future road from the southern property. 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 rezoning, subdivision and site plan with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article H, Division 2, Amendments Chapter 20, Article 11, Division 6, Site Plan Review Chapter 20, Article XXIH, Division 9, Design Standards for Multifamily Developments BACKGROUND The Land Use Plan designates the area that is south of the 7/41 Crossing shopping center and west of Highway 41 as Residential Medium Density or Office. These categories have been established to Planning Commission Beef -live Home — Planning Case 2012-15 October 16, 2012 Page 4 of 21 accommodate either an office building or a medium -density residential development. The medium - density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi -family dwellings, but would also permit the development of the continuing care retirement facility if the zoning ordinance amendment was approved. Herman Field Park Subject Site Lake Minnewashta Regional Park Staff was approached by the applicant regarding building a continuing care retirement facility in early summer of 2012. Staff realized that although this type of use is an asset to the community, the city code did not address it. An issue paper was presented to the Planning Commission on June 5, 2012. The Planning Commission directed staff to draft an ordinance with standards to accommodate the use. The applicant held a neighborhood meeting to brief neighbors on the proposal. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 5 of 21 SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in tum leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 29.1%. The design of the building is attractive and is proposed to be constructed of high- quality materials. They include Limestone at the entry and paneling for the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located south of the proposed building and will utilize the same materials as the building. The added landscaping will provide a calming effect to a busy area. The site plan request is for a 15,681 square -foot continuing care retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Homes. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. It ieol i _� WIT continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 29.1%. The design of the building is attractive and is proposed to be constructed of high- quality materials. They include Limestone at the entry and paneling for the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located south of the proposed building and will utilize the same materials as the building. The added landscaping will provide a calming effect to a busy area. The site plan request is for a 15,681 square -foot continuing care retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Homes. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 6 of 21 The following applies to the continuing care retirement facilities: 1. The facility shall maintain state licensing. 2. The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. 3. The facility shall be connected to municipal services. 4. The facility shall be of residential style and character with a maximum structure height of 35 feet. 5. Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. 6. One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. 7. The facility shall be located in a medium or high-density district with a gross density not exceeding 16 beds per acre. 8. Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The site will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one-story appearance and most of the parking is located underground. The building has a capacity of 25 individuals and will require 3 employees on the major shift. This will translate to 11 parking spaces. The applicant is providing 15 spaces. The access to the site will be via Highway 41. LIGHTING/SIGNAGE The applicant prepared a lighting plan and included photometrics. Light levels 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. The applicant has submitted a light fixture design. This fixture is downcast and the light will be cut off at a 90 -degree angle which is consistent with the city code requiring all fixtures be shielded. The signs for this project include: One monument sign is proposed to be located along Highway 41. The majority of the sign is an architectural element. The size of the sign may not exceed 24 square feet nor be higher than 5 feet. The sign shall be set back a minimum of 10 feet from the property line. The sign must comply with the sign ordinance. The letters shall be 0 •iis ., �/- 0 , 1, Va.- Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 7 of 21 backlit and use individual dimension letters, at least one-half inch deep. The sign materials are compatible with the building. The applicant must apply for a sign permit. PARKING The proposed ordinance requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building has a capacity for 25 individuals which translates to 8 parking spaces. The major shift will have 3 employees. The total number of parking spaces required is 11. The applicant is providing 15 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has a pronounced entrance. Articulation: The building incorporates adequate detail and has been tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The building will provide a variation in style through the use of Limestone and siding. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. The accent stone comprises 36% of the fapade of the building. Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Heiaht and Roof Desi¢n The maximum building height permitted is three stories. The building meets the ordinance requirement. The roofline is staggered, adding articulation to the design of the buildings. The ordinance requires a pitched element on building. Multiple dormers are used to break the expanse of the pitched roof to comply with this requirement. All rooftop equipment must be screened from views. Facade Transnaren All facades viewed by the public contain more than 50 percent windows and/or doors. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 8 of 21 Loading Areas, Refuse Areas. etc. The trash enclosure is located south of the existing building. The exterior materials must match the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure. 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; (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. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 9 of 21 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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the 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. REZONING The applicant is proposing to rezone the property from RSF, Single Family Residential District, to R-8, Mixed Residential Medium Density District.. The area to the north is occupied by the 7/41 Crossing shopping center, and the area to the east contains Highway 41. The area to the west is occupied by single-family homes guided Residential Low Density, and the area to the south contains a single-family home and is guided Residential Medium Density. The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or NORTH SOUTH EAST WEST DEVELOPMENT 7/41 Crossing Single Family Highway 41 Single Family Residential Residential Low LAND USE Commercial NA Medium Density Density ZONING Neighborhood RSF NA RSF Commercial The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 10 of 21 PUD -R. The use consists of a single building with 25 individual rooms. The occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. SUBDIVISION The developer is requesting preliminary and final plat approval to replat Outlot B, Orchard Ridge into one lot — BeeHive Home. Lot 1 is proposed to have an area of 2.16 acres and house a continuing care retirement facility. 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 a curb cut off of Highway 41. 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. 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; Finding: 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. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 11 of 21 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; 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. Finding: 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. Finding: The proposed subdivision is provided with adequate urban infrastructure. GRADING AND DRAINAGE The 2.1 -acre site is located south of a commercial area at the intersection of MN Trunk Highway 7 (TH 7) and MN Trunk Highway 41 (TH 41). The nearest intersection is TH 41 and Chaska Road to the east. Currently two single-family houses sit on the site that is otherwise wooded. The treed areas are to be left in a natural condition and the rest of the property is grass. These areas must be indicated on the plan sheets as well as how these undisturbed areas will be protected from grading, construction traffic, material stockpile and other disturbances. These practices shall then be installed prior to any earth -disturbing activities. This project will be graded to prepare the building pad, parking area, and ponding. The existing buildings will be removed prior to grading. Any demolition must comply with 40 CFR part 61, Subpart M — asbestos National Emission Standards of Hazardous Air Pollutants (NESHAP). The removal of two or more residential buildings on the same site is a regulated activity. Constructing this project will necessitate a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface while removing a comparable amount of woodland. The property currently has a channel with intermittent flows that receives water from a 36 -inch storm pipe in TH 41 right-of-way. This pipe receives water from Minnetonka Middle School, Melody Hill, Highway 41 and the property to the south. This channel discharges to an existing sedimentation pond which discharges to a wetland before discharging to Lake Minnewashta. Lake Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 12 of 21 Minnewashta is not listed as impaired under section 303D of the Clean Water Act but Lake Virginia which lakes Minnewashta discharges to is impaired. This channel is not under WCA jurisdiction nor is it a Department of Natural Resources (DNR) protected water. The United States Army Corps of Engineers (the Corps) has exercised jurisdiction as authorized by Section 404 of the Clean Water Act. The developer is proposing to reroute the intermittent channel using storm sewer. The applicant is working with Michael Setering of the Corps to procure a Regional General Permit (RGP-003-MN). This authorization will be needed before the channel can be disturbed. The developer will be responsible for all the costs associated with re-routing the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. A permit is required for any work within the MnDOT right-of-way. A pond is proposed to treat the water to National Urban Runoff Program (NURP) recommendations. The drainage area provided for the pond is not correct. Storm water from the rear of the building is shown to discharge to the proposed pond which is not possible without piping. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. The applicant must revise the calculations and or drainage area to correlate. This will also impact the credit received against the storm water utility fee. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. BLUFFS AND MORELAND There are no bluffs located on the property. The property is located approximately 1300 feet from the OHW of Lake Minnewashta. This is outside of the shoreland overlay district. RETAINING WALLS No retaining walls are proposed with this development. UTILITIES Sewer and water exists along the north property line. To service this development and the property to the south, new sewer and water lines are needed. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 13 of 21 connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Prior assessments for sewer and water were paid. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. As part of this development, storm water utility fees will be collected at the time of final plat. These fees are authorized under Minnesota Statute 444.075. These fees are based upon the potential runoff volume and pollutant load expected for the development type. They are calculated as water quality and water quantity with a credit given for water treatment practices. This site is 2.10 acres in size and has no public right-of-way associated with it. Currently the pond is not shown in an outlot so it is included in the fee calculations. However, upon inclusion of this area within an outlot, the ponding area will no longer be included in the fee calculations. Currently these fees are estimated as follows: Water Quality = $5,580/acre * 2.16 acre = $12,052.80 Water Quantity = $5,270/acre * 2.16 acre = $11,383.20 Credit = 1.56acre (0.5*$5,580/acre) _ $8,704.80 Additionally a $2,500.00 credit will be granted for a skimmer outlet structure. The total estimated Storm Water Utility fees due at the time of the final plat are $12,231.20. These will be updated as information is provided. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 14 of 21 EASEMENTS The easements shown on the plan do not cover the proposed utilities or the storm water treatment pond. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. Staff is ok with a portion of these easements to be vacated as long as there are no existing utilities in this area. ACCESS The City has been working with MnDOT on the access to this property. The plan is to construct a right-in/right-out access onto Highway 41. This access will be used until the development of the property to the south. When the property to the south develops, the developer will be required to provide access to the BeeHive Home property. Staff believes the best access for this property is a full access across from the Minnetonka Middle School. This access is not possible until the development of the property south of this site. In order to ensure the BeeHive Home property connects to the new access, a letter of credit or cash escrow will be collected and held until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. The letter of credit or cash escrow must cover the costs to remove the existing access and construct the new access. EROSION AND SEDIMENT CONTROL This site will constitute a disturbance of 1.75 acres and will add 0.5 acres of new impervious surface. This exceeds the minimum threshold allowed by the National Pollution Discharge Elimination System (NPDES) and will therefore require an NPDES permit for construction activities and a Storm Water Pollution Prevention Plan (SWPPP) meeting the requirements of the NPDES permit. In addition, the plan will need to meet the requirements of Section 19-145 of Chanhassen City Code. Proof of having received the NPDES permit will be required prior to any earth -disturbing activities. The SWPPP, the grading plan and the erosion and sediment control plan should clearly detail the timeline of all construction activities including the implementation of sediment and erosion control BMPs. It should be noted that these will be the minimum practices required and that these practices will likely need to be modified or enhanced as weather and site conditions change. Silt fence shall be standard machine -sliced or heavy duty per Section 3886 of MnDOT Standards and Specification Manual for Construction in all areas with a positive gradient towards waters of the state. Chanhassen standard detail plates have been included in the construction details of the plan set but are illegible. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 15 of 21 Fencing shall also be included to protect those areas that are to remain undisturbed throughout the project. This includes construction traffic, material stockpiling, grading and any other activities that may result in the decline in health of trees and other vegetation or the compaction of native soils. These areas should also be clearly indicated on the plan set. MISCELLANEOUS Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. The applicant shall work with staff on minor plan modifications. LANDSCAPING Minimum requirements for landscaping include 871 square feet of landscaped area around the parking lot, three trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. Along the north and south property lines, there are expanses of existing vegetation with shrubs, under- and overstory trees that will satisfy the unmet bufferyard requirements. Staff recommends that one more spruce be planted along the west property line behind the five lilacs to further buffer sight lines with neighboring properties. Required Proposed Vehicular use landscape area 871 sq. ft. >871 sq. ft. Trees/ parking lot 3 overstory trees 8 overstory trees Islandstparking lot 1 islands or peninsulas 1 islands/peninsulas North property line, 200' 3 overstory trees 3 overstory trees bufferyard C 7 understory trees 3 understory trees 7 shrubs 5 shrubs Existing wooded area South property line, 140' 1 overstory trees 1 overstory trees bufferyard B 2 understory trees 2 understory trees 4 shrubs 8 shrubs Existing wooded area East property line, 200' 2 overstory trees 6 overstory trees bufferyard B 4 understory trees 5 understory trees 8 shrubs 5 shrubs + existing vegetation West property line, 160' 2 overstory trees 0 overstory trees bufferyard B 3 understory trees 3 understory trees 6 shrubs 8 shrubs Existing wooded area Along the north and south property lines, there are expanses of existing vegetation with shrubs, under- and overstory trees that will satisfy the unmet bufferyard requirements. Staff recommends that one more spruce be planted along the west property line behind the five lilacs to further buffer sight lines with neighboring properties. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 16 of 21 PARKS The plans show sidewalks that connect to City trails throughout the site. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. Lot 1, Block 1, BeeHive Home is subject to the payment of $12,500 in park dedication fees (25 beds X $500 per bed). COMPLIANCE TABLE Lot Ordinance Requirements Subject Site Area 5,500 square feet 94,089 square feet Frontage 150' 271.08' Depth 150' 233' Lot Coverage 35% 29.1% Building Height Ordinance Requirements Subject Site Principal 35' 21'6" Building Setbacks Ordinance Requirements Subject Site Front yard 25' 72 Rear yard 25' 34' Side yard 10' 29'/130' Parking Requirements Ordinance Requirements Subject Site Stalls h space per bed + 1 space per employee on major shift which translates to 8 + 3 = 11 15 spaces Staff recommends adoption of the following three motions: 1. REZONING "The Planning Commission recommends approval of Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium -Density Residential District for BeeHive Home Subdivision contingent upon final plat approval, as shown in plans dated received October 9, 2012, and adoption of the Findings of Fact." 2. "The City Council approves the preliminary and final plat for Planning Case 2012-15 for BeeHive Home as shown in plans dated received October 9, Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 17 of 21 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $12,231.20." 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for BeeHive Homes as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 2. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. 3. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 18 of 21 e. Demolition Permit(s) are required for the removal of any existing structures on the site. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 4. All rooftop and ground equipment must be screened from views. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, drainage and utility easement vacation, and the City Code amendment — Planning Case 2012- 15. 6. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 7. Sign illumination and design shall comply with ordinance. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 9. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 10. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch stone sewer to determine the proper sizing of the stone sewer through the site. 11. A permit is required for any work within the MnDOT right-of-way. 12. The NURP calculations and or drainage area map must be revised to correlate to the plans. 13. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. 14. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 15. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 16. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 19 of 21 easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 17. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watennain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 18. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 19. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. 20. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. 21. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. 22. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. 23. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 24. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 25. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 26. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 20 of 21 27. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 28. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 29. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet Cl. 30. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 31. The swale located southeast of the proposed building shall be stabilized in its entirety. 32. The SWPPP must identify the receiving waters for this project. 33. All City standard detail plates shall be edited so that they are legible. 34. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 35. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 36. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 37. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 38. The applicant shall work with staff on minor plan modifications. 39. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure" Planning Commission BeeHive Home — Planning Case 2012-15 October 16, 2012 Page 21 of 21 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Application. 3. Reduced Copy of Plans dated "Received October 9, 2012". 4. Public Hearing Notice and Affidavit of Mailing. 5. E-mail from Jeff and Mitzi Vanthoumout dated October 10, 2012. 6. E-mail from Susan Peterson dated October 10, 2012. gAplan12012 planning cases12012-15 bee hive homes assisted living facilitylstaffreport.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of US Home Corporation — Planning Case No. 2012-15, BeeHive Homes. Request for Preliminary Plat creating 1 lots; and a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium Density Residential and Site Plan approval for the construction of a Continuing Care Retirement Facility located west of Highway 41, 6330 Hazeltine Boulevard. On October 2, 2012, and October 16, 2012, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Tyler and Kathryn Stevens for a Continuing Care Retirement Facility. The Planning Commission conducted a public hearing on the proposed development 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 L The property is currently zoned RSF, Single Family Residential District. 2. The property is guided in the Land Use Plan for Residential — Medium Density or Office. 3. The legal description of the property is described as Outlot B, Orchard Ridge. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the R-8, Mixed Medium Residential District b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. 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; the proposed site is suitable for development subject to the conditions specified in this report. 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; the proposed subdivision is served by adequate urban infrastructure. e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. The wetland is proposed to be protected. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. 5. Rezoning Findings: 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 zoning 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 zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. f Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 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. 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. £ 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. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. The Planning Commission regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. 7. The planning report 42012-15 dated October 16, 2012, prepared by Sharmeen Al-Jaffet al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating one lot; a Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium Density Residential, and Site Plan Approval for the construction of Continuing Care Retirement Facility. ADOPTED by the Chanhassen Planning Commission this 16`h day of October, 2012. CHANHASSEN PLANNING COMMISSION 133 Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: 'rytr 4- IK+4A1yr, sirya,nS 670) Fon J4,116w Lt C n1v.Sia.n , rMN SS 31) Contact:�'1Y w -; �a..S Phone: tat v-7611 Fax: Email: ' gsj- - S a.a.^ i ore fokee. C0^1 Planning Case Noc5Z00L__/5 CITY OF CHANHASSEN RECEIVED AUG 31 2012 CHANHASSEN PLANNING DEPT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning .,930b/ Sign Permits Sign Plan Review Site Plan Review (SPR)*Y`Soo kS 125 :A = Subdivision*l13� a So SSo Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC)300� (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment 'So O Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - -�UP/SPOMC)VARANAP/Metes & Bounds 450 inor SUB TOTAL FEE $ 3,2'1'1 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 3S VNAW+4 = q *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED K�e� N� buls L5 PROJECT NAME: 1?ee }}1 VQ j Owq_ S LOCATION: _6330 RA Z0k+1 n< "N\J d �C�%AAkek"e _, M %J T51,31 LEGAL DESCRIPTION AND PID:- zs666Oki o TOTALACREAGE: Z•1 A,_.jec, WETLANDS PRESENT: YES _ NO PRESENT ZONING: F -S F� REQUESTED ZONING: ?-' PRESENT LAND USE DESIGNATION: LouJ REQUESTED LAND USE DESIGNATION: V CS;j0%R'r4 REASON FOR REQUEST: C#�Ar\,(** , *4 'fiQk 4, v.l FOR SITE PLAN REVIEW: Include number of existing employees: C> and new employees: to This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. SI f plican IDate si6n'aturVof Fee Ow ate g'\plan\£buns\development review application.doc SCANNED August 19th, 2012 Bee Hive Home: Attention: City of Chanhassen 1.0 Application CITY OF CHANHASSEN RECEIVED AUG 31 2012 CHANHASSEN PLANNING DEPT Bee Hive Home is Minnesota, LLC is requesting to build a 15,000sq/ft Assisted Living Home that will serve 25 residents. 2.0 Proposed Location/size: 6330 Hazeltine Blvd, Chanhassen, MN 55331 Land Size = 2.1 acres 3.0 Occupancy Classification and Type of Construction The Occupancy Classification will be 13, condition 2. This occupancy classification will allow us to offer a fully secured building which is essential for residents with dementia. The home will be built using traditional 5B construction methods. 4.0 Executive Summary Description: The mission of Bee Hive Homes is to provide a safe environment in which the frail and elderly can reside in. Bee Hive Homes features family style living in a residential setting. This Bee Hive Home will be a planned environment allowing up to 25 residents to enjoy a quality lifestyle with group association that only a small development can provide. We will offer a quality home environment with professional services and staff. Meals will be home -cooked and served family style from a menu approved by a Registered Dietitian. Daily individual and group activities will be planned to reflect the interest of the residents in the home, and will involve local community resources such as schools, churches, and other organizations in the community. Although the home is designed to simulate a family environment, it will also incorporate safety features and amenities usually offered only in larger, institutional settings. These include a fire alarm and sprinkler system, wide hallways and doorways for easier access, personal alarm system, private bathrooms with showers in each resident's room, and a large dining and living room. SCANNED Staffing/Personnel: Staff will be available around the clock, with more staff during the day when meals are being prepared and more resident assistance is required. The home is projected to be full within the first 8 months of operation, at which time there will be 10 full and part time staff employed, below is our staffing schedule when the building is full: • 6am-8pm, there are 3 staff on site and 1 cook (only during meal times) • 8pm-6am, there is 1 staff All staff will undergo health and background screening, and be given orientation and periodic trainings on the needs of the expected resident population. Staff will be supervised by a House Manager who will be cross -trained in all areas of care. Demographics: Demographic projections show that the senior population will be growing dramatically, especially in the 75+ year age group, for at least the next 30 years. This will happen as the "Baby Boomer" generation begins to retire and as the retirees of all ages live longer due to improvements in our nation's health care. Increasingly, these people will be more able to pay for their long-term care, and will be more demanding in terms of the quality of life they expect. Both these factors bode well for a Bee Hive Home in this community, as it will offer a quality value to those who do not want to reside in an institutional setting. Owners Background: Owning Encore Senior Home Care for the past 4 years has provided us with knowledge and insight into this industry that can only be obtained through industry experience. We developed Encore from 4 employees in 2008 to currently having 47 employees on staff and 1.5 million in annual revenue. Co -Owner, Kate Stevens, has over 7 years of accounting experience and is skilled at review and analyzing operations to increase profitability and efficiency. Encore is respected and looked at as the premier home care agency in the western suburbs and we have developed relationships in the community that will ensure success for years to come. 5.0 Bee Hive Homes Success/History Over the past 25 years, Bee Hive Homes (headquartered in Boise, ID) has franchised more than 140 homes across 12 states which offer a unique approach to aging and serves a desperate need in the community. Bee Hive exercises high diligence when selecting prospective franchisees to ensure success. Bee Hive takes pride in the fact they have never had a franchised home fail or close due to poor performance. Bee Hive takes an active role in assisting franchisees with marketing the home and advises on operational practice. Currently Bee Hive has 15 homes in construction and all will open in late 2012. SCANNED 6.0 Community Involvement It is our intention during the planning and development process to meet with local residents to discuss any questions, comments, or concerns. It is in Bee Hives best interest to have the support of the surrounding neighbors. 7.0 Preserve current conditions of land With the proposed site plan, we are able to maintain most of the natural conditions of the land. There is 4.5 ft. (diameter) Oak tree which is the flagship feature of the property. As well as maintaining the natural beauty of the land, we will add significant value in terms of landscaping and planting additional flowers and trees. 8.0 State Licensing and Certification In compliance with the State of Minnesota law, Bee Hive Homes will obtain a Class F Home Care License (allows us to provide the care) from the Minnesota Dept. of Health and also register the home with the Dept. of Human Services as a Housing with Services establishment (which allows the state to know where the care is being performed). SCANNED BEEHIVE HOME - Ow eMo mon un6u �s�pp m I ` I w i LOT 1, BLOCK 1 I 1 v / w.io4*o mKcwFmMrv,o�3wna+'rz. � I �-- � 5�:i � / ��% • ma+s �aiw •e, wan reW �i't°"artli�I, � M_\,` Z � ^ rWa'n uma •. nWm.Y.mc m, Ma / / SITE I Y W, d ♦f ' I WCIYLJ NLTYY AdAAP ::,...�:"W:..�^: :mn.•o�.Y.«IOr:.IlimY.W rtlM.b nY4®WOIWO Wi4wwra.Y�rr_ W.M.CrVa� na,1�r YYr'V�a�.Ya�.. ra �•b,Y. a.tl Yb..YMwbMb.,Y MwT W W�bn "tlrb�. WMr T.b W.rar+aYar b w nbMYa..rr+wnM W,rW_W. •.wrm s.uc..wr W wyrMW. W.Y,.Yq. ,�cnrYrweb W wr.W a...rtlr.M+wrl...n ss .4Y 1111.1 man ••.na, cors m•n.,u W r4 W.M.O},TAYI�alrminl.urY W arM.ntl W _b,l "� IYLr+TtGrCrp Y.l. ary moan o m mr ar cawa,�4,m1 W a4 'IMh Yavwelmv.nian..rr..Iq YCyubintlo M+:.IImWw..,W�pb Mr..Wu_bn 4.au.rM�.w _Vw.`_s.bw ..r I•n...........�r.4...rin+ar Y.rcw..� YWMa W M04Mw.1. M MA a: m:,:1Y11MWI1W16 EavW m.nV.apYR. 1 �..nWb�nr._y w.r...wtlb,wW.Ww I�w.ab WhnaYlMlall•rYW _b♦ mom._. al: w1.Y.Mn.a'r a�Y SITE I Y W, d ♦f ' I WCIYLJ NLTYY AdAAP ::,...�:"W:..�^: :mn.•o�.Y.«IOr:.IlimY.W rtlM.b nY4®WOIWO Wi4wwra.Y�rr_ W.M.CrVa� na,1�r YYr'V�a�.Ya�.. ra �•b,Y. a.tl Yb..YMwbMb.,Y MwT W W�bn "tlrb�. WMr T.b W.rar+aYar b w nbMYa..rr+wnM W,rW_W. •.wrm s.uc..wr W wyrMW. W.Y,.Yq. ,�cnrYrweb W wr.W a...rtlr.M+wrl...n ss .4Y 1111.1 man ••.na, cors m•n.,u W r4 W.M.O},TAYI�alrminl.urY W arM.ntl W _b,l "� IYLr+TtGrCrp Y.l. ary moan o m mr ar cawa,�4,m1 W a4 'IMh Yavwelmv.nian..rr..Iq YCyubintlo M+:.IImWw..,W�pb Mr..Wu_bn 4.au.rM�.w _Vw.`_s.bw ..r I•n...........�r.4...rin+ar Y.rcw..� YWMa W M04Mw.1. M MA a: m:,:1Y11MWI1W16 EavW m.nV.apYR. 1 �..nWb�nr._y w.r...wtlb,wW.Ww I�w.ab WhnaYlMlall•rYW _b♦ mom._. al: w1.Y.Mn.a'r a�Y ate® SHEET INDEX i:. ao. nw "�•".ec uen u PROJECT TEAM ARLHI a BTRU KAL ENGINEER GENERAL CONTRACTOR w�wn��xx OWL ENGINEER , Df\��tnl'PR wav CpYM1 CIO.L elFle iw a+w. Nr ew+ nas.ee.wew BEEHIVE HOMES ce�w�wm � aw esu. ONCCt A'� NUMBER �� :Se�L. '•S ®� � ate® - ------ ....... SHEET INDEX t1r V , IF F 4 Li 7, PROJECT TEAM 2TRI�M CNGINM 4 wN GMEM CONTRAl L CIVIL ENVINUR pll -------------- 155UED FOR -- --- ------- -- 16 PROPOSED MAIN LEVEL BEEHIVE HOMES Q PROPOSED LOWER C) LEVEL PLAN ,"d I'-0' ate® 5MEET INDEX x..xufoem iwax u+nxrx MKaIIJx N.16YCZd YIRYfO K-�CNNR.e Ix�l.eeowmulaefoxw: BEEHIVE HOME5 "«wum�w wa"'ml BNB'.( qg NUMBER F. PROJECT TEAM BBUCiURA�L ENGINEER �- GCN[RId CONfWGTOR "._' wr•.: KOu µ1.A MxaN]a CIVIL [NGIN[GR I' fE00Wa[vMM1 ZYOKeNrt IW A INYL W ff�Nx»s ^ ^a I � M014H]NO 19911FI1 Fnp Ix�l.eeowmulaefoxw: BEEHIVE HOME5 "«wum�w wa"'ml BNB'.( qg NUMBER I I I � I I r________ ____________________________� :y 'I i _ i •I •I li I I ----------- - i--------- _ _ - ------ _ I I ------I -- - -i--- --- -- --- — - — - ----- - - —- --------� -- - -F--------- - - - ---------- -- I I i •I I I________ I , T - - 1 �x I b B .•� •. �.• E .•F 0 I r_Q2L.P.N IIC aes® $MEET INDEX u.nru.�wn row .rurwsso xxxlm.wl w. �rwmwau�.nnw �.rm lw K..I�.oe°Nrvu�ne PROJECT TEAM RRCXITlGT 'GnKrwu dNwrt 9TRULT MENGINUR �„WrYx� n eiie��u wo G[N[RK CONTRM.TOR fOXfKf.NU:4.YlMf� YII�x 4NYMW Ml. mCM O�w'!YY CML[NGINC[Re• n..e.. onrmr.e w'rownlmu alxrt IY BEEHIVE HOME5 9M[R A4 NUMBCR T i,... _I - -I - ------------T--i---- r-1 PROPOSED - PRONT W- I'-0' r r � n nrx4) r1 PROPOSED -RIGHT �`J ue - I' -a ate® K SHEET INDU mewnmaL� PROJECT TEAM ARLHR[GT 9TR UML ENGINEER G[NERAL COMR4CTOR CIVIL ENGINMRfe m.o+c awn �n mo.:ew aaoam'++� BEEHIVE HOME5 yHEEf AJ NUMBCR rA � P�OSED - BACK /N - I' 0' ,I ____ ____I_.I _I -.L,- - -- I�_ --- ---- Z P � _QSED - LE.FT CILte® e••r BHEETINDEX w �n u.rmiveao winuxe tiN u.nmxo>�..,ron PROJECT TEAM AeLnrtecr mirt•rn enuvwmxm 9TRUGTURAL [NGIN[[R un,mnwu ewuxma�e am>Nw�ew.tx >ia+n rem G[N[RM LCNIRP K �•cr.emeanaxr .n.mox.Na®euo w. mex a++cs. wxawe CIM [NGIN[[Raa w m'wm`v�`awo m.wrt.m wue yw.�a�> BEEHIVE HOMES .mXNdn,.m a'ww.ea. Nx a,.a 3X[R AB NUMBGR Ja BEEHIVE HOME CANHATA FINAL SITE SSPLASG NEXHIBITS OR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 (D i E y INDE TITLE SHEET Cl EXISTING CONDITIONS C2 t SflFl: FERN ONE CROSSING I i yy I SITE INFORMATION CS -C4 i EROSION & SEDIHENT CONTROL DETAILS co EROSION k SEDIMENT CONTROL PLAN C6 P FINAL GR"MG k DRAINAGE PLAN C7FTNA1 TREE r III PRESERVATION FINAL LANOSCAPEPLNPLAN C8-9 1 FINAL OTRATY PLAN ON PAVMG k DIMENSIONING PLAN CIO DETAM SHEET Cll LOLAIICN MAP //fff x p Iq a a lip irr sn b0 0o J I� ✓, L o , — — — ,• pIIAMN er �� uv a A.�i�x eewnaNe " M wne,w _ cm I l mm 0`� _••—• n,ww[o r,u[0 [eLtha .wiw:DeT, e.Mps c, ¢,.! avr�xo, °max, a a,o ,rtn v,c� �uu„ur - _�. n0ee,,i�-..frw.,:°».,.�"u1—l" fealim-�laa�lol � M M � F A 3 tl 5 Ell I 5 � 2264 6 �� i O¢¢eep.eealeh e.00oQa eiSQ i�a�'� F 'god' `\ � > > O �Poia °i I 's I. I I lei glum Homs mooma `IPH SNOLUMOD ONUS � QUI a SOU12(` -_= ZROH&AM31 � F A 3 tl 5 Ell I 5 � 2264 6 �� i O¢¢eep.eealeh e.00oQa eiSQ i�a�'� F 'god' `\ � > > O �Poia °i I 's I. I I v- • 1 ti SHOREWOOA i�17 F ti It. -n r If 1 i �1 '� nru.� .i � ■ ! � moi.', + t i� i- a 4 wx xT, C: h �41ti r i1i S S IC, L "M� I _ 1 y. USGS MAP 1 SOILS MAP �o m rtce.. C� EXISTING DRAINAGE i i PROPOSED DRAINAGE T = 2.41 AC. i 5 of z' OR 1 "M 11 mac_• �..� � _—�_�_ =— wms sernw� enarae vn — �..... `I ..mT'.. �_S.fi. 44 C C :C .i• C.t•' _S rS—�'��'�•S•f.: �Z �1T�. LFai _—�1-CiT� .� �J._'�• ...., wms sernw� enarae vn — �..... `I ..mT'.. wms sernw� enarae vn �_S.fi. 44 •'tea �._ �q ...., wms sernw� enarae vn = ..�..� " w - - -- z2 �. Oufl- -ii zffllm- I mot u. _ / / .....a ....�.m�...µ...:`S" O �p O \ate\\_�� .. N `� ® mwozo nreoan ma � SII moeom • I we eeue ! ®WP 0 !I HE aTATE �N ONE CALL r•aosx awr rart tt mo-zamaa� ® .. -... [[A[n w Lm �*mummRn / M yyLJ r LJ LOT If I REExVE xoYE �?w , I v vE ' OR I ',NE CROSSING' \ 1 II I z N I N u w N NI N N N pN q i N N N N If I REExVE xoYE �?w , cw xaEnervEn MPEMDV® VEPCIXfbEOI r.PFFS 6.VP➢ •i.ax II I 1 II I z N p n 2 N u w N NI N N N pN q / N N N N N /N I♦f� N EH511 NC }RLL 9AV N / (i Ell5lIN4 }RP.F. R[YOV 1 cw xaEnervEn MPEMDV® VEPCIXfbEOI r.PFFS 6.VP➢ •i.ax r�- � R - 3 1 Ni I H Uben b H1�5tWkb�'�,4M�D 66 . WY __ .N�"PR—SSS_ ALL N.t__(�2L__.,_...JI _�. •. MLS lA .�. EM•tRt af.Y?_fse8q '..:,.- �� I .w ... I .T.. WhsYpFM In.. Fi�±41v' STORM SEBER SMUMRE SCHEDULE SMUCN N0. BLD. INSIDE qN. NMM O "W .n�,r,•nm.aa.. FIAH SOD 15.]0' 60'DIA. R-1642 S�nirL V.%�Iw I H 501 8.00 60 DIA. RR--I6R STMH 503 .28 80 O CeuH 500 6.10 72 DIF. R-434422CROSS` Lvr.C�FT•2 LOT 2 RVE eewt3^.m.^•."^ \� n •"eM rn a........ma w. y�— -ems • Q. V �-w•. I yS]R:.. C A�.B��a� ^'.°�"` ,.. r. `\ �1\ b �•vs mwv I S1 f r�.xnilmxmnlni�amv MFNCH DMIN 02 DM nuas.v.w sem. .s s c� `M 990.00 \�\ .I Rlel % ✓ i Z q E: .AJ 1 �d B 1�rwl 5 "o (Do - B \ LOT 2 I I p I\ �I \ NN 4 L9 ♦ I LI� rty � O N�� r [a ' \ N LOT o p I \ ' %Mla.,SIIRFACE 00 SUMMARY Q I LOM BUILDING AREA: O.b .AA N O ` TOTAL VARNNG AREA: 015 A.R MIR ERRMTIMMMWS uo- vows ,ane ��.A.Lronc a. ef12 [[MMR hA R WSIP (M.). __..: - L Wim. I .r 1 I�.'� mon :nmt m-kgIf TE _ � 1. IARYKVAI+.. e v 1 HG! ii u• 0-a—P -eta job: BEEHIVE-CHANHASSEN, MN Type: A Notes: 25 TALL, STRAIGHT SQUARE COMPOSITE POLE, T TALL CONCRETE BASE Emco Page I of 3 The Avalume is a rectilinear area luminaire defined by its sleek rounded profile and rugged construction. The housing is one-piece, die cast aluminum and mounts directly to a pole or wall without need of a separate support arm.The optical systems provide IES Types III, IV and V distributions.Vertical lamp luminaires feature vertical lamp position for minimized direct downlight and maximum performance The door frame is single -piece die can aluminum and retains an optically clear tempered Flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects.Avalume luminaires are finished with a fade and abrasion resistant TGIC powdercoaL Flat glass lens luminaires provide full cutoff performance. Avalume Horizontal and Vertical Lamp VERTICAL LAMP(AVV) PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS AVA 1 3 250PSMH Enter the order rode into the appropriate boz above. Note Philips Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below far e,,danms and limitations. far questions or concerns, please consult the factory. PREFIX MOUNTING DISTRIBUTION AVA Avalume Horizontal Lamp Luminaire AVV Avalume Venical Lamp Luminaire I Single Pole Mount 2 Twin Pole Mount at 180° 2@90 Twin Pole Mount at 90" 3 3 -way Pale Mount at 90° 3@120° 3 -way Pole Mount at 120° 4 4 -way Pole Mount W Wall Mount WS Wall Mount with Compact Fluorescent Surface Conduit Horizontal Lamp Luminaires (AVA) Only 3 IESType III F IESType IV Forward Throw S Type V MTS Medium Throw with Solitem Lens (Fluorescent only.) Type 3 reflectors ship as Type F. Removal of an insert comem the repector to Type 3. 3V IESType III FV IESType IV Forward Throw 5V IESTypeV n aos Type FV Removal ofan insert comers the reflector mTpVre3sVhFpVpre mlamble in 90° irosemern. WATTAGE VOLTAGE 1611 Clovis Barker Road, San Marcti 78666 (800) 227-0758 (S12) 753-1000 FAX: (512) 753-7855 siselighting.com ® 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves she right to change materials or modify the design of is product without notification as part of the company s continuing product improvement program. 79115-4310112 120 UNIV(AVA only, Fluorescenttiny.) 208 Accepts 120V through 277V, 50hz to 240 60hz input 277 347 480 1. Requires mogul base lamps. 2. Ruorescem omirames feature electronic batons that accept 120V through 277V, 50hz to 60hz mPut Specify "UNM'whage for 120V through 277. 3. Fluorescent available mAVA luminaires only, MTS optics only. 4. Fluorescent luminaires at available in 347V or 480V. PHILIPS ()p GARDCO I(i 250PSMH ® 3SOPSMH Pulse Start MH Magnetic Ballon ISOMH' 250PS90— © 400PSMH 175PSMH (D 320PSMH' Standard MH Magnetic Ballon 17SMH' 250MH' 400MH` High Pressure Sodium Magnetic Ballon ISOHPS 250HPS 400HPS Compact Fluorescent (3)42TRF" 175MH, 250MH and 400MH not mailable for sale in the Unned States. " 250 wwt Pulte Stan Metal Halide whh o 90% eljicern magnet¢ ba0ost Complies nkh California Title 20 effecem 11112010. Available in 120, 208, 240 or 277V orgy. E Wattages marked with Circle "E" meet federal energy efficiency standards appgcable 0 150 wax Through 500 watt metal haFde luminaires only. 1611 Clovis Barker Road, San Marcti 78666 (800) 227-0758 (S12) 753-1000 FAX: (512) 753-7855 siselighting.com ® 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves she right to change materials or modify the design of is product without notification as part of the company s continuing product improvement program. 79115-4310112 120 UNIV(AVA only, Fluorescenttiny.) 208 Accepts 120V through 277V, 50hz to 240 60hz input 277 347 480 1. Requires mogul base lamps. 2. Ruorescem omirames feature electronic batons that accept 120V through 277V, 50hz to 60hz mPut Specify "UNM'whage for 120V through 277. 3. Fluorescent available mAVA luminaires only, MTS optics only. 4. Fluorescent luminaires at available in 347V or 480V. PHILIPS ()p GARDCO Emco Page 2 of 3 FINISH BRP Bronze Paint BLP Black Paint NP Natural Aluminum Paint WP WhitePaint OC Optional Color Paint 6. Supplied standard in Nock only. Specify Optional Color or with Phoweontrol RAL ex, OC-LGP or OC-RAL7024. SC Special Paint e. Nat.1able web 48OV. S".. Mug supply color chip. DIMENSIONSAND EPA 6.83" 17.40 cm /ANIMM Horizontal and Vertical Lamp OPTIONS' Effective Projected Area (EPA) HSI External House Side Shield 5. Luminaires shipped complete fmm nock require LF' In-Pole/ln-Line Fusing field imtalotian of as options. PC" Photocontrol Receptacle 6. Supplied standard in Nock only. with Phoweontrol 7. Kit includes In-line Fuses. PCR Phowconvol Receptacle e. Nat.1able web 48OV. Flat Lens 9. Requires 23/8"O.D. MmArm. MF° MattArm Fitter 10. See QS/Q924Table. PTF2 Pole Top Fitter 2.375" X 4" 11.150 watt maximum. PTF3 Pole Top Fitter 3" - 3.5" X 6" With PTF4 PoleTop Fitter 3.S" - 4" X 6" 3.2 fe (1,4ue 10) QS / Q924Table QS- Quartz Standby 159k g QST10 Quartz Standby -Timed Delay 27 m' 175 watts or less 100 watts Q92410 Quartz Emergency I I m' Above 175 wase up to 400 watss I SO Waas QT92410 Quartz Emergency -Timed Delay QS, QST, Q924 and QT924 options not available with 480V WG Wire Guard POLY" External Polycarbonate Shield TB Terminal Block 16.50" 41.90 cm 5.38" 13.70 cm 16.00" 40.60 cm Ava,un. Effective Projected Area (EPA) Approximate Horizontal Weight / Single Single Twin 3/4 (AVA) 1.1 fP 2.21`0 27 h' Flat Lens .10 m0 .20 m' .25 in, 35 lbs With 1.2 fe 2.2 fe 3.2 fe Extemal 159k g House Side 27 m' .41 m' Shield I I m' .20 m' .30 In, 1611 Clovis Barts Road, San Marcos,TX 78666 (800) 227-0758 (512)7S3.1000 FAX: (512) 751-7855 sRelighting.com ® 2012 Koninklijke Philips Electronics N.V. All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of a product without notification as part of the company's continuing product improvement program. 79115-43/0112 16.25" 41.28 tm Avsktme Effective Projected Area (EPA) Approximate std Weight /Single Single Twin 314 (A� 1.3 h' 2.6 h' 3.23 fP Flat Lens .13 m' .25 m' .31 W 46 lbs 20.9 kg With 1.S4 fie 282 fe 4.36 k Extemal House Side 27 m' .41 m' Shield .Is.. PHILIPS CM GARDCO Emco Page 3 of 3 Avalume Horizontal and Vertical Lamp SPECIFICATIONS GENERAL SPECIFICATIONS: Each Avalume luminaire is a rectilinear ELECTRICAL- All electrical components are UL recognized and factory area luminaire defined by its sleek rounded profile and rugged construction. tested. Electronic and magnetic HID ballasts are high power factor. Magnetic HID ballasts are the separate component type. Electronic and magnetic HID HOUSING: The housing is one-piece diecast aluminum, and mounts directly to a pole or wall without the need of a separate support arm. The low pile rounded form reduces the Avalume Horizontal Lamp EPA. (Effective Projected Area) of the luminaire to only I.I square feet (0.10 square meters), and the Avalume Vertical Lamp EPA to only 1.3 square feet (0.13 square meters) DOORILENS ASSEMBLY. The door frame is single -piece diecast aluminum and renins an optically clear tempered flat glass lens. The diecast aluminum lens frame hinges down from the housing and is secured by a stainless steel lanyard and hinge pin. The tempered flat glass lens is mechanically secured with four (4) retainers. The electrical and optical chambers are thoroughly sealed with an extruded one-piece memory retentive extruded silicone gasket to prevent intrusion from moisture, dust, insects and other contaminants. OPTICAL SYSTEMS: Avalume Horizontal Lamp luminaires feature segmented reflector systems consisting of two tiers of highly specular aluminum facers, precisely aligned to achieve specific photometric distributions. Optical systems are of the fixed position type with the lampholder positioned on the arm -side of the luminaire. Avalume Horizontal Lamp fluorescent luminaires use a Medium Throw reflector with a Solite® glass lens (MTS). Avalume Vertical Lamp luminaires feature spun specular AlzalcO and segmented reflector system consisting of highly specular aluminum facers, precisely aligned to achieve specific photometric distributions.The Type 3V/FV optical system is rotatable in 90' increments. The position -oriented mogul base lampholder in all luminaires is glazed porcelain with a nickel plated screw shell. ballasts are capable of providing reliable lamp starting down to -20°F / -29"C. Standard fluorescent ballasts are solid state. FINISH: Each standard color luminaire receives a fade and abrasion resistant electrostatically applied thermally cured triglycidal isocynurate (TGIC) textured polyester powdercoat finish. Standard colors include Bronze (BRP), Black (BLP), White (WP), Natural Aluminum (NP). Consult factory for specifications on custom colors. LABELS: All luminaires bear U.L. or C.U.L (where applicable) Wet Location labels. WARRANTY: Emco luminaires feature a I year limited warranty. See Warranty Information on www.sitelighting.com for complete details and exclusions. FULL CUTOFF PERFORMANCE: Full cutoff performance means a lumtrudre distribution where zem candela intensity occurs at an angle at or above 90' above nadir . Additionally, the candela per 1000 lamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of 80° above nadir Thu applies w all lawral angles around the luminaire. CUTOFF PERFORMANCE: Cutoff pert mince means a luminaire distribution where the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle at or above 90° above radicand 100 (10 pemem) at a venial angle of 80' above nadirThis applies to all lateral angles around the luminaire. t611 Clovis Barker Road, San Marcos,TX 78666 (800) 227-0758 (512) 7S3-1000 FAX -(S12) 7S3-78SS siteligirong.com ® 2012 Koninklijke Philips Electronic N.V. All Rights Reserved. Philips Gardco reserves the rght to change materials or modify the design of its product without notification as part of the company's continuing product improvemem program. 79115-43/0712 PHILIPS CX GARDCO \i OTC I , p 4 e qq A d .- I V• S.' � A r I I d I 00 •.. ��, I O / // p u n n CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on September 20, 2012, 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 Public Hearing for Bee Hive Homes — Planning Case 2012-15 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. Subscribed and sworn to before me thisOV),day of �>, _ m1ae r 12012. Notary Public KIM T. MEUWISSEN Notary Public -Minnesota My Camm"" Expires Jan 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 2, 2012 at 7:00 P.M. This hearing may not start ' until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to rezone property from Single Family Residential Request to rezone property from Single Family Residential Proposal: (RSF) to Mixed Medium Density Residential (R-8); Preliminary Plat to replat 2.16 acres into one lot; and Site Plan Review with Plat to replat 2.16 acres into one lot; and Site Plan Review with variances for the construction of a Senior Care Facility variances for the construction of a Senior Care Facility Applicant: T ler & Kathryn Stevens Property 6330 Hazeltine Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the about this project. During the meeting, the Chair will lead the public hearing through the following steps: public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses 4. Public hearing is closed and the Commission discusses the project. the project. If you want to see the plans before the meeting, please visit If you want to see the plans before the meeting, please visit the City's projects web page at: the City's projects web page at: www.ci.chanhassen.mn.us/2012-15. If you wish to talk to www.ci.chanhassen.mn.us/2012-15. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(&ci.chanhassen.mn.us or by phone at 952 - by email at saliaff(8ci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the staff report for this Item will be available online on the project web site listed above the Thursday prior to the project web site listed above the Thursday prior to the Planning Commission meeting. Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan 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 on the subject application that includes all pertinent information and a recommendation. These reports are available by request. Al 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 close 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 Planning 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 commercial/industrial. • 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 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 contact 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 Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 2, 2012 at 7:00 p.m. This hearing may not start ' until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request to rezone property from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Preliminary Proposal: Plat to replat 2.16 acres into one lot; and Site Plan Review with variances for the construction of a Senior Care Facility Applicant: Tyler & Kathryn Stevens Property 6330 Hazeltine Boulevard Location: 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 public hearing through the following steps: What Happens W Wthe 1. Staff will give an overview of the proposed project. at Meeting: 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/2012-15. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(&ci.chanhassen.mn.us or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: 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. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan 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 on the subject application that includes all pertinent information and a recommendation. These reports 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 close 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 Planning 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 commercial/industrial. • 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 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 contact 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 Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. BENJAMIN H & HIDEKO GOWEN BEULAH S BAER BRIAN D & KRISTINE V MCMENAMIN 6440 HAZELTINE BLVD 7605 BITTERSWEET DR 6393 MELODY LN EXCELSIOR MN 55331-8049 EDEN PRAIRIE MN 55344-5716 EXCELSIOR MN 55331-6405 CARVER COUNTY 602 4TH ST E CHASKA MN 55318-2102 DAVID L & MARY JO WILLADSEN 2325 MELODY HILL RD EXCELSIOR MN 55331-8894 GARY G & JANET REED 2461 64TH ST W EXCELSIOR MN 55331-8809 IND SCHOOL DIST 276 5621 COUNTY ROAD 101 MINNETONKA MN 55345-4214 LESLIE A POLTRACK 164 DOUD DR LOS ALTOS CA 94022-2369 MICHAEL D & KARA S TILDEN 6390 MELODY LN EXCELSIOR MN 55331-6402 MYKE L & LYNN S MILLER 6405 MELODY LN EXCELSIOR MN 55331-6404 REALTY INCOME PROPERTIES 3 LL 600 LA TERRAZA BLVD ESCONDIDO CA 92025-3873 DAMON M JOHNSON 6366 MELODY LN EXCELSIOR MN 55331-6402 DONALD H & ANNETTE K DUEFFERT 2451 64TH ST W EXCELSIOR MN 55331-8809 GARY SCOTT REED 2471 64TH ST W EXCELSIOR MN 55331-8809 JEFFREY A & CHRISTINA M WUNROW 6361 MELODY LN EXCELSIOR MN 55331-6405 MARK S & LORENA M FLANNERY 2350 MELODY HILL RD EXCELSIOR MN 55331-8893 MICHELLE M CURTIS 2446 64TH ST W EXCELSIOR MN 55331-8808 NANCY JO PERKINS-BROOKS 2448 64TH ST W EXCELSIOR MN 55331-8808 RICHARD D BLISS 6400 MELODY LN EXCELSIOR MN 55331-6403 DANIEL REICH 6378 MELODY LN EXCELSIOR MN 55331-6402 GARY A & MARIE C BRIDGE 2449 64TH ST W EXCELSIOR MN 55331-8809 HEATHER SAMDAHL 6421 ORIOLE AVE EXCELSIOR MN 44331-7809 KIM KAMRATH 6441 ORIOLE AVE EXCELSIOR MN 55331-7809 MICHAEL C TOBIN 6377 MELODY LN EXCELSIOR MN 55331-6405 MICHELLE NADINE NELSON 2445 64TH ST W EXCELSIOR MN 55331-8809 PAUL J & JUDITH A POITEVENT 2300 MELODY HILL RD EXCELSIOR MN 55331-8893 RICHARD G SCHMIDT 5136 WILLOW LN MINNETONKA MN 55345-4039 ROR INC RUSSELL J & LYNN F PAULY SEV41 LLC 2461 64TH ST W 2447 64TH ST W 601 MARQUETTE AVE STE 100 EXCELSIOR MN 55331-8809 EXCELSIOR MN 55331-8809 MINNEAPOLIS MN 55402-1707 STEPHEN M & KATHRYN M MACH 6451 ORIOLE AVE EXCELSIOR MN 55331-7809 TYLER & KATHYRN STEVENS 6505 FOX HOLLOW COURT CHANHASSEN MN 55317 TARA BROWNELL ABBOTT WAYNE PETERSON 6461 ORIOLE AVE 2444 64TH ST W CHANHASSEN MN 55317-7809 EXCELSIOR MN 55331-8808 Attn: Sharmeen AlAaff- Sr. Planner 10/10/2012 Jeff and Mitzi Vanthournout 6900 Lake Harrison Cir. Chanhassen, MN 55317 Planning Commission, I am writing on behalf of the proposed development on highway 41 and 7. 1 heard about Bee Hives Homes through a friend of mine and I think it would be a great addition to the community. My mother . currently lives in an assisted living home in Chicago and we want to move her back to Chanhassen where we live but there is nothing around here that is small and non -facility like. Having a "smaller" assisted living community in the area would be a great asset to Chanhassen and allow residents and resident families an option that is more intimate and less institutional. We are unable to attend the Planning Commission meeting on 10/16/12 but please accept this as my acceptance for the project and feel free to call me with any questions. Sincerely, Jeff and Mitzi Vanthournout (612) 803-2307 6900 Lake Harrison Cir. Chanhassen, MN 55317 AI-Jaff, Sharmeen From: Susan Peterson [SPeterson@wayzpartners.com] Sent: Wednesday, October 10, 2012 9:49 AM To: AI-Jaff, Sharmeen Subject: Bee Hive Homes In reviewing the opportunity that Bee Hive Homes would give to the community, I believe it would be a beneficial enhancement for Chanhassen. I note especially the size being more family friendly as opposed to the large overwhelming institutions that are being built all around. Bee Hive Homes would be a benefit to the community and it has a great accessible location. Susan D. Peterson Wayzata Investment Partners LLC 701 East Lake St., Suite 300 Wayzata, MN 55391 T:952-345-0716 F:952-345-8901 email: speterson(6wayzpartners.com Chanhassen Planning Commission — October 16, 2012 Page 3 PUBLIC HEARING: BEE HIVE HOMES: REOUEST TO REZONE PROPERTY FROM SINGLE FAMILY RESIDENTIAL DISTRICT (RSF) TO MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT (R-8): PRELUM NARY PLAT TO REPLAT 2.16 ACRES INTO ONE LOT: AND SITE PLAN REVIEW WITH VARIANCES FOR THE CONSTRUCTION OF A SENIOR CARE FACH.ITY ON PROPERTY LOCATED WEST OF HIGHWAY 41 AT 6330 HAZELTIN BOULEVARD. APPLICANT: TYLER & KATHRYN STEVENS. OWNER: ROR, INC, PLANNING CASE 2012- 15. AI -Jaffa Thank you Chairman, members of the Planning Commission. The site is located west of Highway 41, south of Crossroads, Crossroads, 7 and 41 Crossings. I'm sorry. Strip mall. There is a residential development to the west of the subject site as well as a single family, larger lot immediately south of the subject site. The site has an area of 2.16 acres. Currently there are 2 existing structures on the site that are proposed to be demolished. There is a 50 inch oak tree along the east side of the site that is proposed to be saved. There's an open ditch that runs through this site and the drainage will be re- routed on this property, and we will go through that in more detail later in the presentation. The subject site is under the 2030 Land Use Plan the subject site is guided for medium density or office. Historically this site has had some commercial types of uses on it. Currently there are 2 structures. One of them is used as a residence. The property to the north of the subject site is commercial. Neighborhood commercial. It contains a strip mall as well as a Walgreen's and a gas station. The property to the south contains a single family home, however it is guided for medium density. Staff examined this site in depth and as part of the approval of the 2030 Land Use Plan it was recommended that the site be guided to medium density or office. With this type of use staff is recommending that the site be rezoned from single family residential district to mixed medium density residential district which is consistent with the land use plan. One of the requests that are before the Planning Commission today and as part of this overall development is a site plan approval. The building will be located west of Highway 41. There will be some drainage, as mentioned earlier that will be re-routed on the site. A drainage pond will be located along the north portion of the property and parking will be located along, some of the parking will be located along the east portion of the property. The materials on the exterior of the building are of high quality. Here is the sample of the materials. The accent material is stone. The city code requires a minimum of 20% of the fagade of the building be an accent material. In this case the applicant is proposing 36% of the fagade be of stone material which exceeds the minimum requirements of the ordinance. The remainder of the elevation will be of a siding that is shown right here. The roof of the building, which will be shingles, has been staggered. It gives relief to the building. Overall the design of the building is proposed to be of high quality and exceeds the minimum requirements of the ordinance such as transparency. Exceeds the 50% requirement for windows. It has a very pronounced entryway into the building. This slide shows that 361/o of the fagade of the building consists of the accent material which is the stone. There is a monument sign proposed to be located along the southeast comer of the site immediately north of the driveway that provides access to the site. The sign must meet the minimum requirements of the ordinance which is 24 square feet and may not exceed 5 feet in height. It is proposed to utilize the same materials as those used on the exterior of the building. There is also a light fixture that will be used within the parking lot. These fixtures are all shielded and meet the minimum requirements of the zoning ordinance. Parking as mentioned earlier is proposed to be, there are 5 parking spaces that will be located externally. Those are intended to be the guest parking spaces. The majority of the parking, which is for staff as well as, it's for staff only, will be located underground so it's within an enclosed garage. Staff is recommending approval of the site plan request. Part of this request before you is a replat of the existing parcel so the existing parcel is an outlot and with this request we are, we are recommending approval of the, oh there. Part of this request will require the applicant to replat the site to Lot 1, Block 1 and it's a straight forward request. The easements will be expanded and staff is recommending approval of this request as well. At this point 1 would like to tum it over to engineering staff, Joe Shamla to address a few engineering issues. Chanhassen Planning Commission — October 16, 2012 Page 4 Shamla: Good evening Chairman Aller, members of the Planning Commission. Currently the way the site is set up right now is it will be a right-in/right-out only. This will stay in place until the property to the south, if the property to the south ever develops access will be provided through the property to the south and then it will T into the intersection of the middle school so they're kind of bringing the intersections together along Highway 41. We've had discussions with MnDOT and that was a preferred option for them. As the site exists today there's a 36 inch storm culvert underneath Highway 41 that goes through the property to the south. Discharges into the subject site and the blue, or the turquoise line bisecting the site is the current ditch. This ditch has water in it when it rains but currently it is dry due to the weather we've been having. In the proposed condition the storm water will be re-routed around the property to the south so it will be maintained within MnDOT right-of-way until it enters the subject property and then it will, it is actually shown as the green line in the slide so it will be bypassed around the building and then also the pond that will be created for this site will connect to that also. The pond in Outlot A is not sized for the development of this site so the developer is proposing their own pond for the stormwater treatment. Also the sewer and water is being stubbed from the northerly property line to the property to the south so that when the property to the south develops in the future their sewer and water is available and it will be held short of the property line by a little bit just to maintain the utilities on this site's property. Now I will pass it back to Sharmeen. AI-Jaff: Staff reviewed this proposal. We consider it reasonable and suitable for the site. Staff is recommending approval of the rezoning of the site, the preliminary plat as well as the site plan request and I'll be happy to answer any questions. Colopoulos: This is a home service retirement community. There'll be health care services provided to the folks. The residents. Aanenson: I think you might want to speak directly to the, we try to answer that but let the applicant give you more detail on that. Colopoulos: I'll hold the questions. Okay. Aller: Are we intending on having the easements vacated prior to the plat or contemporaneously with the filing of the plat? AI-Jaff: Everything has to move concurrently. The vacation will appear before the City Council when they review this item. Aanenson: Are you talking about the drainage? Al-Jaff: Correct. Aanenson: That drainage is about 75 square feet. It's pretty small Aller: Yeah. And then as I read everything they're required in the conditions, to meet all other state requirements and permits for purposes of re-routing that water and dealing with the infiltration system. Shamla: That is correct. They've already been working with the Army Corps on getting those permits and they are aware of any permits needed to re-route that water. Correct. Aller: I don't have any further questions right now. Anything right now? Okay. Would the applicant like to step forward? State your name and address for the record. Chanhassen Planning Commission — October 16, 2012 Page 5 Tyler Stevens: Good evening Planning Commission, Commissioner. My name's Tyler Stevens. My address is 6505 Fox Hollow Court, Chanhassen, 55317. Aller: Welcome Mr. Stevens. Tyler Stevens: I'm here tonight. My wife and I are here tonight to speak on behalf of Bee Hive Homes. Growing up I had the privilege of living with my grandparents and basically they ended up raising me. Growing up with my grandparents it became very apparent seeing it firsthand what this aging really is and kind of what the processes are. What the struggles are. You know losing independence. All that kind of stuff that goes into it so from that in 2008 my wife and I started a company called Encore Senior Home Care where the mentality would be that we were going to take caregivers like nurses and home health aides and certified nursing assistants and place caregivers in resident's homes so they can stay safe and you know and continue to live at the home that they love but then also receive the services so they're safe. One of the biggest things that we've encountered, and I've encountered personally just with my grandparents is, one of the main reasons that people tend to shy away from assisted living is that in Minnesota there really is only one model and it's big, facility based, kind of like a hotel setting and at least from my personal experience going through this with my grandparents is, there has to be a better option than that so that's kind of how Bee Hive Homes came about. People like my grandfather you know with these bigger facilities get lost in the crowd very easily so the idea of creating a home for the elderly where they can be safe. Thrive, which is a big thing, especially in the elderly. Sometimes you know there are statistics out there that when they move to a big facility their life span, once they go through the move tends to decline. So Bee Hive Homes offers a unique approach to senior living in that it's small enough where all the residents will get to know each other. It's group association that you can only really provide in a smaller setting and having a cap of 25 residents, it's a family style setting where you know we can tailor make the day to day schedule per the clients needs. My family and I live in Chanhassen. We think that this would be a great asset to the city of Chanhassen. It's currently not something that's being offered around, or at least not very close and I think this would be a great asset to the community. Serving the elderly is something that I am very passionate about. I'm in this industry already. This is something that I've wanted to do for a long time. The idea behind this project is you know get people like my grandfather, including my grandfather to move into this home where a lot of people don't thrive in the bigger settings so this would be a caveat to that. So with that I'm asking for your recommendation for approval. Colopoulos: Thank you. This is though basically a facility that would provide health care services. Tyler Stevens: Yes. Colopoulos: For folks. So for example if someone needed help with the activities of daily living there'd be a nurse on staff. Tyler Stevens: Yep. Colopoulos: That would be able to help that so someone's fee for this service would be depending upon the extent of help. Tyler Stevens: Yep. Depending upon the amount of care that they would be required to have. Colopoulos: So I'm looking at the plan here and I have to confess that even with my glasses this plan was a little challenging for me to read. It looks like they're single room apartments. That's how it's. Chanhassen Planning Commission —October 16, 2012 Page 6 Tyler Stevens: Yeah. You know every room, so there's 25 bedrooms and in every single bedroom there's a bathroom, a closest and in that bathroom there's a shower, sink toilet so one of the things, the benefit of having a house that's like this, that's this size is that we promote activities. We promote not being in your room all the time. That's one of the biggest things with the bigger facilities is the isolation component of it so we have, so yeah 25 bedrooms. 25 bathrooms in each one. And all ADA compliant obviously and all that. Colopoulos: Memory care included in the model? Tyler Stevens: Well we're not going to be classifying it specifically memory care. We are going to take, we're building it, we've been working with Jerry Moen with the building classification. We are going to be building it to have the capacity for memory care but because we're such a smaller home like atmosphere we're going to have some clients that have more memory loss than other clients and so we're going to be able to treat that and have that but we're not going to be you know like a Pres Homes that has a, you know we have a memory wing floor. You know we're going to have to be more flexible with what that is to us. Does that make sense? Colopoulos: Yeah. I'm trying to get some idea of the longevity of a stay. You know someone enters there with a slum score of 25, then a year later it's 15. That doesn't mean they have to go to another facility. They can stay. Tyler Stevens: The only way that they would ever have to, so we're really kind of positioning this as aging in place so if somebody moves in, I'm sure everyone here knows that there's, they've experienced a loved one, a friend or whatever that's had to make a move and when you're 80 years old moves can be devastating honestly. So the thought process with this is this is not a nursing home and if you get to a point where you need 24 hour nursing level care, then this home isn't going to be appropriate through end of life. But most people towards the end of life don't necessarily need nursing care. They need help with like you said, activities of daily living. Bathing, showering, cooking, cleaning, laundry, medications, that kind of stuff and that's something that we can do all the way through end of life. Colopoulos: Thank you. Aller: Questions. Okay, I believe there's a true need for this type of facility here and I'm happy, as I said before that the Senior Commission was supportive of your application. But our business here today is to determine whether or not this is the right location and whether it fits the location so that being said, how is the parking going to be screened? Is there, are you going to screen any of that as far as landscaping? Tyler Stevens: Yeah. The way we have it set up right now is basically on all four property lines we have a buffer so a buffer to the property to the west. Property to the south. Property to the north and obviously we are going to be planting you know trees and shrubs along the east property line which would be 41. One of the reasons that we wanted to put the parking underneath is because we only had 5 spots out front for a reason. We want people so when they see this home to think home. You know this home is being built kind of like the anti -facility. It looks like a home. Acts like a home. Is built by a home builder but yes, we are going to be, as you can see, we are providing a buffer on all four corners and it's going to be concentrated as you can see overlooking the parking spots. Aller: And it appears in our report that your goal is to exceed the minimum requirements, not by a little but by a lot. How did you come about choosing and selecting your materials? Tyler Stevens: Well when we were designing it you know like Sharmeen had said, the 25% I think was that the number 1 believe, if you go that route it ends up looking commercial. Even if you don't want it to Chanhassen Planning Commission — October 16, 2012 Page 7 look commercial so when we were meeting with Mike Sharratt who was the architect to this, I said you know what it's imperative and the one thing that I'm really, really going to hold my foot against is making this look like a home and you do that with things like pillars and stone and things like that that make it look more like a home. If we were to be at the 25% it would like a home for the first half of it but the remaining 50 feet it wouldn't. Aller: And what about the lighting, how did you select the lighting? The type of lighting that you're using. Can you tell us a little bit about that? Tyler Stevens: The lighting with, from like the street? Or like in the parking lot. Aller: Your parking lot lighting. Tyler Stevens: Yeah we did one part, we did one spot because we wanted staff to be able to you know at the end of a shift if parking underneath was full or whatever, that they would be able to get to their cars obviously safe but we kept it to a minimum because again we, when people are driving by and when people and visitors are coming, we genuinely want it to look and feel and act like a house. You know everyone doesn't have their own phone number. If they call one number, that's the main number but yeah, we wanted to keep it to a minimum so it didn't look you know like the gas station to the north. We wanted it to be a house. And also respect that we are in a residential area too. Aller: Okay. I don't have any further questions. Tyler Stevens: And our engineer's here if you have any specific engineering questions. Hokkanen: I just have a question about that oak tree. Is that for sure staying? That's a requirement. I can't find it in here but it is, okay. Tyler Stevens: Yeah. AI-Jaffa The applicant is proposing to save it. There will be tree protection fencing around it. It's one of, when we first met with the applicant they made it very obvious that this was one of the things that they really wanted to do. They were intent, yeah. Tyler Stevens: Well and that tree's kind of I mean the flagship to the site. 1 mean it's right where you drive in. The canopy goes over the home and. Aller: And with this type of facility 1 wouldn't expect there would be a great deal of increased traffic based on the, even though you're having residents there. 25 residents in a fairly local situation. Tyler Stevens: Yeah the higher concentration of visit times would be weekends. You know Monday through Friday, you know there's going to be very minimal traffic and that was one of the things that we had to express with MnDOT is, you know one of their caveats that this is the last thing they want is a project that you know has 200-300 trips a day so yeah, I mean people that are, that live in this home don't drive and they'll, people that will be coming in and out were just employees and you know family and friends. And it's small enough that we're not going to be getting deliveries of food trucks and you know that. It's you know residential. Aller: Any other conditions? I know one of the items was the waste disposal area was going to be in a fagade which is similar to the main structure. Chanhassen Planning Commission — October 16, 2012 Page 8 Tyler Stevens: Yeah we're building it to the exact same materials of the home so I mean we're going to be making that enclosure look like a shed, not necessarily like a trash enclosure so it's going to have a roof. It's going to be built to the same materials as the house. Minus the stone obviously so it's just going to have the same you know shake look all the way around it. Aller: Any further questions? Thank you sir. Tyler Stevens: Thank you. Aller: Okay, I'm going to open up the public hearing portion of this request. Anyone wishing to speak for or again please come forward. State your name and address for the record and we'll try to keep everything to about 3 minutes. Scott Lucas: Thank you members of the commission. My name is Scott Lucas. I'm with the law firm of Olson and Lucas and our address is 7401 Metro Boulevard, Suite 575, Edina, Minnesota 55439. Aller: Welcome Mr. Lucas and for the record we have received correspondence from you that was emailed today to the City so it is part of the record. Scott Lucas: Thank you very much and I'm really here just to elaborate a little bit on that letter and to answer any questions you may have. Of course I'm here representing Mel Brooks and Nancy Perkins Brooks and we're of course talking about the issues you were discussing with the applicant regarding whether this particular lot is right for this purpose. My clients have a claim of ownership in part of the property due to the doctrine of adverse possession. They've been, and alternately a prescriptive easement and those are two legal theories that basically establish either ownership or right of use based upon a history of use. They built a berm onto, that goes in certain places about as deep, has the width of that drainage and utility easement that's on the back part of the property and then they landscaped the berm. They sodded it. Planted trees on it. Put a porch swing on it and they've maintained it as part of their yard since 1994, well in excess of the statutory requisite period of 15 years. There is an issue, I'll be very candid with you that I'm sure the applicant's counsel raised which is that ordinarily one cannot make those kind of claims against property which is owned by the public pursuant to a statutory provision, Minnesota Statute Section 541.01. Here though it's a different situation for a couple reasons. One, because the City's interest is an easement interest, not title. Not record interest. Secondly because the Brooks' aren't looking to oust or change the use that's being put to the property by the City. They've peacefully coexisted with the City's non-exclusive easement for some 18 years. There's no reason why that can continue. That can't continue and in fact they're looking to preserve the status quo. In addition to the legal issues raised in the letter frankly my clients have some concerns about the use of the property. The proximity of a commercial building to their home. In their back yard literally and the height of the building and all of those things. Now we're certainly interested in and open to having discussions with the applicant about how those issues can be resolved but I think perhaps one reason why we're all here tonight is that my clients first talked to the applicant late last week and it's because they reached out to the applicant and it's possible that those conversations happened earlier that these issues would be resolved but we're still hoping to have those productive conversations. With that I think I'm probably up against my 3 minute deadline if you have any questions I'll be happy to, and lawyers have a hard time shutting up SO. Aller: And quite frankly I don't want to, I think it's above my pay grade at this moment to kind of make any decisions or even inquire as to any of the issues that are presented in your letter other than taking your testimony and making it a part of the record and then letting the parties in this, what amounts to be a civil matter work out those issues. Chanhassen Planning Commission — October 16, 2012 Page 9 Scott Lucas: I appreciate the opportunity. Of course we have copied it to your city attorney. Aller: Thank you. Scott Lucas: Thank you very much for your time. Aller: Thanks for your time. Aanenson: Mr. Chair I just want to make one clarification. There is a city drainage easement on the property that's, so it's shown on all the site plans. That's, the little portion we talked about. 75 square feet of that being vacated but this shows the easement right here. Oh, I'm sorry. There we go. This is the drainage easement here kind of showing it. This is the outlot so this is the replat of Outlot B to, so this is the existing drainage easement filed in 1991. The City's drainage easement. Just, we are still recommending going forward on this project or our recommendation. Obviously there's some concerns with the neighboring property owner but the City does have a drainage easement over there. We are contemplating with this project providing some additional drainage through that City. There will be some grading in that to provide overflow for the back of the lot to this property so it's, it will be used as is intended for drainage so. Aller: And we still haven't dealt with the finality of, it's my understanding from what's before us the water issues and whether or not the approvals and permits are going to be forward so. Aanenson: Right, that's still part of the process. That's standard part of the recommendation. They'll have to meet all those things before they can go forward. All those letters have to be in place before a building permit can be issued but we've addressed what we believe based on the height, again when we, Sharmeen briefly addressed this. I don't want to spend too much protracted time on this but this, the height in this zoning district is 35 feet. When we went through the comprehensive plan we looked at this property and the property to the south. As we talked about it, it is an area of uniqueness when you've got the middle school across the street which generates a lot of traffic at peak times. You've got the commercial piece to the north so we really contemplated what would be the appropriate use for this, especially with that commercial to the north. We looked at office and medium density residential which would allow up to, you know if you look at the 8 units an acre, it could be a higher use there and so when this proposal came forward is why we recommended the zoning change. The height could be 35 feet coming into the 29. We felt that this was really a nice fit, a residential fit for this area and so that's why we brought you back that issue paper a few months ago talking about recommending the zoning change because of the uses that could go in there, this seemed like the least intense as far as traffic and intensity as opposed to an office or other medium density. So just the background on that and we certainly are aware of this issue. Sounds like there may be some issues that we are not necessarily a part of but we are going to use that drainage easement in the future so just for the record. Aller: Thank you and I think Mr. Lucas understands that and will take whatever action he feels is necessary in the best interest of his client so moving forward, is there anyone else just come forward to speak for or against. Sir, state your name and address for the record please. Greg Soule: My name is Greg Soule. Aller: Mr. Soule, welcome. Greg Soule: My office is at Suite 4000, 225 South Sixth Street in Minneapolis. I'm the attorney representing the applicant. I'll be very brief. At this point, we just got the same letter that you got today so we haven't had really time to react to it. We have made various proposals to the neighbors to see if we 0 Chanhassen Planning Commission — October 16, 2012 Page 10 can accommodate some of their concerns and we'll continue with those conversations. At this time I think the staffs recommendation to proceed with it irrespective of this claim is appropriate because they at the current time they have no legal interest in the property. If they initiate a lawsuit, if they prevail in the lawsuit, maybe they'll get to have a legal interest in the property but they don't as of this time. The people who have the ownership interest are before you properly and we've requested, you know made a request to you and you're dealing with us so I think that's perfectly appropriate and again of course your city attorney can comment on that. The only other point I would make is that the applicant did have a town hall meeting where the neighbors were invited the Brooks chose not to attend and I believe the applicant also sent them a letter informing them about the project and didn't receive a response so it's not as if the applicant didn't reach out and try and talk to the neighbors but we'll continue to talk to the neighbors and see if we can leave some kind of an accommodation with them but we appreciate your continuing the process in the meantime. Aller: Thank you for your comments. Greg Soule: Thank you very much. Aller: Any additional individuals wishing to come forward, for or against? Sir, come forward. Gary Reed: I'm Gary Reed and my brother and 1 own the property. My folks bought the property in 1935. Aller: Welcome Mr. Reed. For the record could you please give us your address Gary Reed: 2461 West 64'" Street, Excelsior mailing. Anyway I think this is probably the best use. We've been up with proposals many times with this property since my folks passed away and we've had the houses rented out and a lot of the renters haven't been very desirable neighbors and the house was trashed by the last tenant so we had to close it up but my folks, like I say bought the property in 1935. They moved out there in 1939 and owned the property until they passed away and then it went to my brother and I. And I know that they would really agree with this use for the property and so. I'm one of the neighbors and I think it will create a nice buffer from the highway. 41 is a noisy highway and so we're looking forward to having something nice on that property that is a residential style building. Thank you. Aller: Thank you. Anyone else wishing to speak for or against? Seeing no one come forward I'll close the public hearing. Comments from commissioners. Undestad: I think it's a very nice plan. Very nice project. The design is, I mean it's a beautiful building. Hokkanen: Yes it is. It's like a home. Undestad: The transition from a gas station to a neighborhood, I think something of this caliber in there is an excellent transition between the two so, l like it. It's a great project. Aller: Anyone else? Hokkanen: No, I agree. Colopoulos: I agree. 10 Chanhassen Planning Commission —October 16, 2012 Page 11 Aller: I think everyone who knows about the 2030 plan as far as the use of the area and the zoning factors, it fits the bill for what we're looking forward to utilizing these properties for in the future as Chanhassen moves forward and as our demographics change so that being said, entertain any motions. Hokkanen: I have a motion. The Chanhassen Planning Commission recommends that the City Council approve a rezoning of the property from Singe Family Residential District to Mixed Medium Density Residential District, preliminary plat to replat 2.1 acres into one lot, site plan approval for the construction of a continuing care retirement facility Bee Hive Homes and the adoption of the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Tennyson: Second. Aller: Having a motion and a second. Any discussion? Hokkanen moved, Tennyson seconded that the Planning Commission recommends approval of Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium -Density Residential District for BeeHive Homes Subdivision contingent upon final plat approval, as shown in plans dated received October 9, 2012, and adoption of the Findings of Fact. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Hokkanen moved, Tennyson seconded that the Planning Commission recommends the City Council approves the preliminary and final plat for Planning Case 2012-15 for BeeHive Homes as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $12,231.20. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Chanhassen Planning Commission —October 16, 2012 Page 12 Hokkanen moved, Tennyson seconded that the Planning Commission recommends that the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for BeeHive Homes as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 2. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. 3. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. Demolition Permit(s) are required for the removal of any existing structures on the site. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 4. All rooftop and ground equipment must be screened from views. 5. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, drainage and utility easement vacation, and the City Code amendment — Planning Case 2012- 15. 6. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 7. Sign illumination and design shall comply with ordinance. 8. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 9. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 12 Chanhassen Planning Commission — October 16, 2012 Page 13 10. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. 11. A permit is required for any work within the MnDOT right-of-way. 12. The NURP calculations and or drainage area map must be revised to correlate to the plans. 13. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. 14. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 15. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 16. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 17. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 18. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 19. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. 20. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. 13 Chanhassen Planning Commission —October 16, 2012 Page 14 21. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. 22. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. 23. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in full and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 24. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 25. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 26. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alternative. 27. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 28. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 29. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet C1. 30. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 31. The swale located southeast of the proposed building shall be stabilized in its entirety. 32. The SWPPP must identify the receiving waters for this project. 33. All City standard detail plates shall be edited so that they are legible. 34. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 14 Chanhassen Planning Commission — October 16, 2012 Page 15 35. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 36. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 37. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 38. The applicant shall work with staff on minor plan modifications. 39. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Aanenson: Mr. Chair, just for the record. This is proceeding to the City Council next Monday on the 22"a Aller: So those of you interested in following this matter before the City Council should look to the City Council on October 22, 2012. And all these documents and records can be found on the City of Chanhassen website. We're onto item 3. 15 01-son&Liic-a-sp. OW 1MpD ('enter I! i401 )lehn IYN�Y ranl, Sone &i5 j Edina 3L\ 5n4:10 ScoTT M. Lucas* scottl@olson-law.com October 16, 2012 VIA E-MAIL Roger N. Knutson City Attorney City of Chanhassen Campbell Knutson PA 1380 Corporate Center Curve 317 Eagandale Office Center Eagan, Minnesota 55121 E-MAIL: rknutsonCa.ck-law.com Sharmeen AWaff Senior Planner City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 E-MAIL: saliaffna,ci.chanhassen.mn.us Tel: 952224.3644 ext 1 Fax: 952.224.5879 www.olson-law.com Kate Aanenson, AICP Community Development Director City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 E-MAIL: kaanensonna,ci.chanhassen.mn.us Re: Property Located At 6330 Hazeltine Blvd, Chanhassen MN 55331 City of Chanhassen Planning Case No. 2012-15 Our File No.: 14336 Dear Mr. Knutson, Ms. Aanenson, and Ms. AI -Jaffa Please be advised that this office represents Milt Brooks and Nancy Perkins -Brooks, owners of property located at 2448 64th St. W. Excelsior, MN 55331 (the "Brooks Property") with respect to that certain Development Review Application and related requests filed on August 31, 2012 (the "Development Application') concerning real property located at 6330 Hazeltine Blvd., Chanhassen MN 55331 (the "Development Parcel'). The Brooks Property is located immediately to the west of the Development Parcel. Both of these parcels were platted as part of Reeds Orchard Ridge in October, 1991. The Brooks built their home on the Brooks Property over the winter of 1993-94. In 1994, they built a large earthen berm which ran north to south and extended onto a substantial portion of the Development Parcel (the "Berm"), as much as 40 feet. Since that time, they have possessed and maintained the Berm for the requisite 15 year period in a manner giving rise to a claim of ownership, or alternately, a prescriptive easement. Their possession has been actual, open, continuous, exclusive, and hostile. "The elements WBA BOARD CFRTIFIED REAL PROPERTY SPECIALIST Roger N. Knutson, City Attorney Kate Aanenson, AICP, Community Development Director Sharmeen AI-Jaff, Senior Planner City of Chanhassen October 16, 2012 Page 2 of 2 necessary to prove [ownership by] adverse possession are well established and require a showing that the property has been used in an actual, open, continuous, exclusive, and hostile manner." Rogers v. Moore, 603 N.W.2d 650, 657 (Minn. 1999). "A prescriptive easement claim involves the same elements of proof as an adverse possession claim, subject to the inherent differences between such claims." Ebenhoh v. Hodgman, 642 N.W.2d 104,112 (Minn. Ct. App. 2002). The Brooks' use of the Berm creates a stark contrast to the remainder of the Development Parcel. The land on the Development Parcel adjacent to the Berm is wooded. The Brooks have sodded the Berm, mowed it consistent with the rest of their lawn, planted trees on it, and they have placed a porch swing on it. There has been no objection of their use of the Berm over these last eighteen years. And the subject property is abstract, not Torrens, property. Taking all that into account, it is apparent that under Minnesota law the Brooks' claim of ownership of the Berm under the doctrine of adverse possession, or, alternately, a claim for a prescriptive easement to allow the Berm to remain in place, is valid. That claim would allow for the drainage and utility easement dedicated in the plat of Reeds Orchard Ridge to remain, thereby maintaining the status quo so that the Brooks' possession of the Berm and the City's use of the drainage and utility easement can continue to co -exist until and unless said easement is vacated. Of course, we are bringing the Brooks' interest in the Berm portion of the Development Parcel to your attention at this time because of its impact on the Development Application. It is our understanding that the prospective building being considered as part of the Application would itself cut significantly into the Berm. While the Brooks are open to pragmatic solutions to resolve this matter, they are parties with a possessory interest in the Development Parcel, and therefore their interests need to be considered as the Application is reviewed. Thank you very much, Sincerely, Scott M. Lucas cc: Clients Thomas B. Olson Gregory D. Soule Esq. via e-mail to gsoule@bestlaw.com Meuwissen, Kim From: Pia Schutt [PSchutt@wayzpartners.com] Sent: Wednesday, October 10, 2012 10:34 AM To: AI-Jaff, Sharmeen Subject: Bee Hive Homes Plan I am a citizen of Chanhassen and am aware of a request by Tyler Stevens to build a senior living facility in Chanhassen. I fully support his plan and hope that the Chanhassen City Planning Meeting votes yes to his request. From personal experience I know that there are not enough opportunities for seniors to find decent, high quality assisted living facilities. People are living longer and need places to move to when the burden of keeping up a home becomes overwhelming. A facility in Chanhassen would be another "plus" in what the wonderful city of Chanhassen currently offers to its residents. Thank you for your support. Pia Schutt 40 Twin Maple Lane Chanhassen, MN 55317 Meuwissen, Kim From: Mark Glennon [glennon05@hotmaii.com] Sent: Wednesday, October 10, 2012 10:31 AM To: AI-Jaff, Sharmeen Subject: Beehive Homes Hello Sharmeen, I recently heard about the possibility of a Beehive Homes assisted living being built in the Chanhassen area. As an adult with both parents nearing the age where they will need help with some of their daily activities, this is very exciting for me. The concept is so different than traditional assisted living, it really allows the residents maintain their individuality without the rigid structure of a nursing home setting. With the smaller community sizes, it also feels more like a home than a large and busy facility. I look forward to seeing the progress of this project, and hope that soon Chanhassen will be able to say it is the first City in Minnesota to offer this type of senior care. Regards, Mark Glennon Meuwissen, Kim From: Susan Peterson [SPeterson@wayzpartners.com] Sent: Wednesday, October 10, 2012 9:49 AM To: AI-Jaff, Sharmeen Subject: Bee Hive Homes In reviewing the opportunity that Bee Hive Homes would give to the community, I believe it would be a beneficial enhancement for Chanhassen. I note especially the size being more family friendly as opposed to the large overwhelming institutions that are being built all around. Bee Hive Homes would be a benefit to the community and it has a great accessible location. Susan D. Peterson Wayzata Investment Partners LLC 701 East Lake St., Suite 300 Wayzata, MN 55391 T: 952-345-0716 F: 952-345-8901 email: speterson(aDwavzpartners.com Attn: Sharmeen MAW- Sr. Planner 10/10/2012 Jeff and Mitzi Vanthournout 6900 Lake Harrison Cir. Chanhassen, MN 55317 Planning Commission, I am writing on behalf of the proposed development on highway 41 and 7. 1 heard about Bee Hives Homes through a friend of mine and I think it would be a great addition to the community. My mother currently lives in an assisted living home in Chicago and we want to move her back to Chanhassen where we live but there is nothing around here that is small and non -facility like. Having a "smaller" assisted living community in the area would be a great asset to Chanhassen and allow residents and resident families an option that is more intimate and less institutional. We are unable to attend the Planning Commission meeting on 10/16/12 but please accept this as my acceptance for the project and feel free to call me with any questions. Sincerely, Jeff and Mitzi Vanthournout (612) 803-2307 6900 Lake Harrison Cir. Chanhassen, MN 55317 Chanhassen Planning Commission —October 16, 2012 PUBLIC HEARING: BEE HIVE HOMES: REOUEST TO REZONE PROPERTY FROM SINGLE FAMILY RESIDENTL4kL DISTRICT (RSF) TO MIXED MEDIUM DENSITY RESIDENTIAL DISTRICT (R-8): PRELUM NARY PLAT TO REPEAT 2.16 ACRES INTO ONE LOT; AND SM PLAN REVIEW WITH VARIANCES FOR THE CONSTRUCTION OF A SENIOR CARE FACILITY ON PROPERTY LOCATED WEST OF HIGHWAY 41 AT 6330 HAZELTIN BOULEVARD. APPLICANT: TYLER & KATHRYN STEVENS OWNER: ROR- INC PLANNING CASE 2012- 15. Al -Jaffa Thank you Chairman, members of the Planning Commission. The site is located west of Highway 41, south of Crossroads, Crossroads, 7 and 41 Crossings. I'm sorry. Strip mall. There is a residential development to the west of the subject site as well as a single family, larger lot immediately south of the subject site. The site has an area of 2.16 acres. Currently there are 2 existing structures on the site that are proposed to be demolished. There is a 50 inch oak tree along the east side of the site that is proposed to be saved. There's an open ditch that runs through this site and the drainage will be re- routed on this property, and we will go through that in more detail later in the presentation. The subject site is under the 2030 Land Use Plan the subject site is guided for medium density or office. Historically this site has had some commercial types of uses on it. Currently there are 2 structures. One of them is used as a residence. The property to the north of the subject site is commercial. Neighborhood commercial. It contains a strip mall as well as a Walgreen's and a gas station. The property to the south contains a single family home, however it is guided for medium density. Staff examined this site in depth and as part of the approval of the 2030 Land Use Plan it was recommended that the site be guided to medium density or office. With this type of use staff is recommending that the site be rezoned from single family residential district to mixed medium density residential district which is consistent with the land use plan. One of the requests that are before the Planning Commission today and as part of this overall development is a site plan approval. The building will be located west of Highway 41. There will be some drainage, as mentioned earlier that will be re-routed on the site. A drainage pond will be located along the north portion of the property and parking will be located along, some of the parking will be located along the east portion of the property. The materials on the exterior of the building are of high quality. Here is the sample of the materials. The accent material is stone. The city code requires a minimum of 20% of the facade of the building be an accent material. In this case the applicant is proposing 36% of the facade be of stone material which exceeds the minimum requirements of the ordinance. The remainder of the elevation will be of a siding that is shown right here. The roof of the building, which will be shingles, has been staggered. It gives relief to the building. Overall the design of the building is proposed to be of high quality and exceeds the minimum requirements of the ordinance such as transparency. Exceeds the 501/o requirement for windows. It has a very pronounced entryway into the building. This slide shows that 36% of the facade of the building consists of the accent material which is the stone. There is a monument sign proposed to be located along the southeast corner of the site immediately north of the driveway that provides access to the site. The sign must meet the minimum requirements of the ordinance which is 24 square feet and may not exceed 5 feet in height. It is proposed to utilize the same materials as those used on the exterior of the building. There is also a light fixture that will be used within the parking lot. These fixtures are all shielded and meet the minimum requirements of the zoning ordinance. Parking as mentioned earlier is proposed to be, there are 5 parking spaces that will be located externally. Those are intended to be the guest parking spaces. The majority of the parking, which is for staff as well as, it's for staff only, will be located underground so it's within an enclosed garage. Staff is recommending approval of the site plan request. Part of this request before you is a replat of the existing parcel so the existing parcel is an outlot and with this request we are, we are recommending approval of the, oh there. Part of this request will require the applicant to replat the site to Lot 1, Block 1 and it's a straight forward request. The easements will be expanded and staff is recommending approval of this request as well. At this point I would like to turn it over to engineering staff, Joe Shamla to address a few engineering issues. SCANNED Chanhassen Planning Commission — October 16, 2012 Shamla: Good evening Chairman Aller, members of the Planning Commission. Currently the way the site is set up right now is it will be a right-in/right-out only. This will stay in place until the property to the south, if the property to the south ever develops access will be provided through the property to the south and then it will T into the intersection of the middle school so they're kind of bringing the intersections together along Highway 41. We've had discussions with MnDOT and that was a preferred option for them. As the site exists today there's a 36 inch storm culvert underneath Highway 41 that goes through the property to the south. Discharges into the subject site and the blue, or the turquoise line bisecting the site is the current ditch. This ditch has water in it when it rains but currently it is dry due to the weather we've been having. In the proposed condition the storm water will be re-routed around the property to the south so it will be maintained within MnDOT right-of-way until it enters the subject property and then it will, it is actually shown as the green line in the slide so it will be bypassed around the building and then also the pond that will be created for this site will connect to that also. The pond in Outlet A is not sized for the development of this site so the developer is proposing their own pond for the stormwater treatment. Also the sewer and water is being stubbed from the northerly property line to the property to the south so that when the property to the south develops in the future their sewer and water is available and it will be held short of the property line by a little bit just to maintain the utilities on this site's property. Now I will pass it back to Sharmeen. AI -Jaffa Staff reviewed this proposal. We consider it reasonable and suitable for the site. Staff is recommending approval of the rezoning of the site, the preliminary plat as well as the site plan request and I'll be happy to answer any questions. Colopoulos: This is a home service retirement community. There'll be health care services provided to the folks. The residents. Aanenson: I think you might want to speak directly to the, we try to answer that but let the applicant give you more detail on that. Colopoulos: I'll hold the questions. Okay. Aller: Are we intending on having the easements vacated prior to the plat or contemporaneously with the filing of the plat? Al -Jaffa Everything has to move concurrently. The vacation will appear before the City Council when they review this item. Aanenson: Are you talking about the drainage? Al -Jaffa Correct. Aanenson: That drainage is about 75 square feet. It's pretty small. Aller: Yeah. And then as I read everything they're required in the conditions, to meet all other state requirements and permits for purposes of re-routing that water and dealing with the infiltration system. Shamla: That is correct. They've already been working with the Army Corps on getting those permits and they are aware of any permits needed to re-route that water. Correct. Aller: I don't have any further questions right now. Anything right now? Okay. Would the applicant like to step forward? State your name and address for the record. 4 Chanhassen Planning Commission —October 16, 2012 Tyler Stevens: Good evening Planning Commission, Commissioner. My name's Tyler Stevens. My address is 6505 Fox Hollow Court, Chanhassen, 55317. Aller: Welcome Mr. Stevens. Tyler Stevens: I'm here tonight. My wife and I are here tonight to speak on behalf of Bee Hive Homes. Growing up I had the privilege of living with my grandparents and basically they ended up raising me. Growing up with my grandparents it became very apparent seeing it firsthand what this aging really is and kind of what the processes are. What the struggles are. You know losing independence. All that kind of stuff that goes into it so from that in 2008 my wife and I started a company called Encore Senior Home Care where the mentality would be that we were going to take caregivers like nurses and home health aides and certified nursing assistants and place caregivers in resident's homes so they can stay safe and you know and continue to live at the home that they love but then also receive the services so they're safe. One of the biggest things that we've encountered, and I've encountered personally just with my grandparents is, one of the main reasons that people tend to shy away from assisted living is that in Minnesota there really is only one model and it's big, facility based, kind of like a hotel setting and at least from my personal experience going through this with my grandparents is, there has to be a better option than that so that's kind of how Bee Hive Homes came about. People like my grandfather you know with these bigger facilities get lost in the crowd very easily so the idea of creating a home for the elderly where they can be safe. Thrive, which is a big thing, especially in the elderly. Sometimes you know there are statistics out there that when they move to a big facility their life span, once they go through the move tends to decline. So Bee Hive Homes offers a unique approach to senior living in that it's small enough where all the residents will get to know each other. It's group association that you can only really provide in a smaller setting and having a cap of 25 residents, it's a family style setting where you know we can tailor make the day to day schedule per the clients needs. My family and I live in Chanhassen. We think that this would be a great asset to the city of Chanhassen. It's currently not something that's being offered around, or at least not very close and I think this would be a great asset to the community. Serving the elderly is something that I am very passionate about. I'm in this industry already. This is something that I've wanted to do for a long time. The idea behind this project is you know get people like my grandfather, including my grandfather to move into this home where a lot of people don't thrive in the bigger settings so this would be a caveat to that. So with that I'm asking for your recommendation for approval. Colopoulos: Thank you. This is though basically a facility that would provide health care services. Tyler Stevens: Yes. Colopoulos: For folks. So for example if someone needed help with the activities of daily living there'd be a nurse on staff. Tyler Stevens: Yep. Colopoulos: That would be able to help that so someone's fee for this service would be depending upon the extent of help. Tyler Stevens: Yep. Depending upon the amount of care that they would be required to have. Colopoulos: So I'm looking at the plan here and I have to confess that even with my glasses this plan was a little challenging for me to read. It looks like they're single room apartments. That's how it's. Chanhassen Planning Commission — October 16, 2012 Tyler Stevens: Yeah. You know every room, so there's 25 bedrooms and in every single bedroom there's a bathroom, a closest and in that bathroom there's a shower, sink toilet so one of the things, the benefit of having a house that's like this, that's this size is that we promote activities. We promote not being in your room all the time. That's one of the biggest things with the bigger facilities is the isolation component of it so we have, so yeah 25 bedrooms. 25 bathrooms in each one. And all ADA compliant obviously and all that. Colopoulos: Memory care included in the model? Tyler Stevens: Well we're not going to be classifying it specifically memory care. We are going to take, we're building it, we've been working with Jerry Moen with the building classification. We are going to be building it to have the capacity for memory care but because we're such a smaller home like atmosphere we're going to have some clients that have more memory loss than other clients and so we're going to be able to treat that and have that but we're not going to be you know like a Pres Homes that has a, you know we have a memory wing floor. You know we're going to have to be more flexible with what that is to us. Does that make sense? Colopoulos: Yeah. I'm trying to get some idea of the longevity of a stay. You know someone enters there with a slum score of 25, then a year later it's 15. That doesn't mean they have to go to another facility. They can stay. Tyler Stevens: The only way that they would ever have to, so we're really kind of positioning this as aging in place so if somebody moves in, I'm sure everyone here knows that there's, they've experienced a loved one, a friend or whatever that's had to make a move and when you're 80 years old moves can be devastating honestly. So the thought process with this is this is not a nursing home and if you get to a point where you need 24 hour nursing level care, then this home isn't going to be appropriate through end of life. But most people towards the end of life don't necessarily need nursing care. They need help with like you said, activities of daily living. Bathing, showering, cooking, cleaning, laundry, medications, that kind of stuff and that's something that we can do all the way through end of life. Colopoulos: Thank you. Aller: Questions. Okay, I believe there's a true need for this type of facility here and I'm happy, as I said before that the Senior Commission was supportive of your application. But our business here today is to determine whether or not this is the right location and whether it fits the location so that being said, how is the parking going to be screened? Is there, are you going to screen any of that as far as landscaping? Tyler Stevens: Yeah. The way we have it set up right now is basically on all four property lines we have a buffer so a buffer to the property to the west. Property to the south. Property to the north and obviously we are going to be planting you know trees and shrubs along the east property line which would be 41. One of the reasons that we wanted to put the parking underneath is because we only had 5 spots out front for a reason. We want people so when they see this home to think home. You know this home is being built kind of like the anti -facility. It looks like a home. Acts like a home. Is built by a home builder but yes, we are going to be, as you can see, we are providing a buffer on all four comers and it's going to be concentrated as you can see overlooking the parking spots. Aller: And it appears in our report that your goal is to exceed the minimum requirements, not by a little but by a lot. How did you come about choosing and selecting your materials? Tyler Stevens: Well when we were designing it you know like Sharmeen had said, the 25% I think was that the number I believe, if you go that route it ends up looking commercial. Even if you don't want it to 6 Chanhassen Planning Commission — October 16, 2012 look commercial so when we were meeting with Mike Sharratt who was the architect to this, I said you know what it's imperative and the one thing that I'm really, really going to hold my foot against is making this look bice a home and you do that with things like pillars and stone and things like that that make it look more like a home. If we were to be at the 25% it would like a home for the first half of it but the remaining 50 feet it wouldn't. Aller: And what about the lighting, how did you select the lighting? The type of lighting that you're using. Can you tell us a little bit about that? Tyler Stevens: The lighting with, from like the street? Or like in the parking lot. Aller: Your parking lot lighting. Tyler Stevens: Yeah we did one part, we did one spot because we wanted staff to be able to you know at the end of a shift if parking underneath was full or whatever, that they would be able to get to their cars obviously safe but we kept it to a minimum because again we, when people are driving by and when people and visitors are coming, we genuinely want it to look and feel and act like a house. You know everyone doesn't have their own phone number. If they call one number, that's the main number but yeah, we wanted to keep it to a minimum so it didn't look you know like the gas station to the north. We wanted it to be a house. And also respect that we are in a residential area too. Aller: Okay. I don't have any further questions. Tyler Stevens: And our engineer's here if you have any specific engineering questions. Hokkanen: I just have a question about that oak tree. Is that for sure staying? That's a requirement. I can't find it in here but it is, okay. Tyler Stevens: Yeah. Al -Jaffa The applicant is proposing to save it. There will be tree protection fencing around it. It's one of, when we fust met with the applicant they made it very obvious that this was one of the things that they really wanted to do. They were intent, yeah. Tyler Stevens: Well and that tree's kind of I mean the flagship to the site. I mean it's right where you drive in. The canopy goes over the home and. Aller. And with this type of facility I wouldn't expect there would be a great deal of increased traffic based on the, even though you're having residents there. 25 residents in a fairly local situation. Tyler Stevens: Yeah the higher concentration of visit times would be weekends. You know Monday through Friday, you know there's going to be very minimal traffic and that was one of the things that we had to express with MnDOT is, you know one of their caveats that this is the last thing they want is a project that you know has 200-300 trips a day so yeah, I mean people that are, that live in this home don't drive and they'll, people that will be coming in and out were just employees and you know family and friends. And it's small enough that we're not going to be getting deliveries of food trucks and you know that. It's you know residential. Aller: Any other conditions? I know one of the items was the waste disposal area was going to be in a fapade which is similar to the main structure. Chanhassen Planning Commission — October 16, 2012 Tyler Stevens: Yeah we're building it to the exact same materials of the home so I mean we're going to be making that enclosure look like a shed, not necessarily like a trash enclosure so it's going to have a roof It's going to be built to the same materials as the house. Minus the stone obviously so it's just going to have the same you know shake look all the way around it. Aller: Any farther questions? Thank you sir. Tyler Stevens: Thank you. Aller: Okay, I'm going to open up the public hearing portion of this request. Anyone wishing to speak for or again please come forward. State your name and address for the record and we'll try to keep everything to about 3 minutes. Scott Lucas: Thank you members of the commission. My name is Scott Lucas. I'm with the law firm of Olson and Lucas and our address is 7401 Metro Boulevard, Suite 575, Edina, Minnesota 55439. Aller: Welcome Mr. Lucas and for the record we have received correspondence from you that was emailed today to the City so it is part of the record. ScottLucas: Thank you very much and I'm really here just to elaborate a little bit on that letter and to answer any questions you may have. Of course I'm here representing Mel Brooks and Nancy Perkins Brooks and we're of course talking about the issues you were discussing with the applicant regarding whether this particular lot is right for this purpose. My clients have a claim of ownership in part of the property due to the doctrine of adverse possession. They've been, and alternately a prescriptive easement and those are two legal theories that basically establish either ownership or right of use based upon a history of use. They built a berm onto, that goes in certain places about as deep, has the width of that drainage and utility easement that's on the back part of the property and then they landscaped the berm. They sodded it. Planted trees on it. Put a porch swing on it and they've maintained it as part of their yard since 1994, well in excess of the statutory requisite period of 15 years. There is an issue, I'll be very candid with you that I'm sure the applicant's counsel raised which is that ordinarily one cannot make those kind of claims against property which is owned by the public pursuant to a statutory provision, Minnesota Statute Section 541.01. Here though it's a different situation for a couple reasons. One, because the City's interest is an easement interest, not title. Not record interest. Secondly because the Brooks' aren't looking to oust or change the use that's being put to the property by the City. They've peacefully coexisted with the City's non-exclusive easement for some 18 years. There's no reason why that can continue. That can't continue and in fact they're looking to preserve the status quo. In addition to the legal issues raised in the letter frankly my clients have some concerns about the use of the property. The proximity of a commercial building to their home. In their back yard literally and the height of the building and all of those things. Now we're certainly interested in and open to having discussions with the applicant about how those issues can be resolved but I think perhaps one reason why we're all here tonight is that my clients first talked to the applicant late last week and it's because they reached out to the applicant and it's possible that those conversations happened earlier that these issues would be resolved but we're still hoping to have those productive conversations. With that I think I'm probably up against my 3 minute deadline if you have any questions I'll be happy to, and lawyers have a hard time shutting up SO. Aller: And quite frankly I don't want to, I think it's above my pay grade at this moment to kind of make any decisions or even inquire as to any of the issues that are presented in your letter other than taking your testimony and making it a part of the record and then letting the parties in this, what amounts to be a civil matter work out those issues. Chanhassen Planning Commission—October 16, 2012 Scott Lucas: I appreciate the opportunity. Of course we have copied it to your city attorney Aller: Thank you. Scott Lucas: Thank you very much for your time. Aller: Thanks for your time. Aanenson: Mr. Chair I just want to make one clarification. There is a city drainage easement on the property that's, so it's shown on all the site plans. That's, the little portion we talked about. 75 square feet of that being vacated but this shows the easement right here. Oh, I'm sorry. There we go. This is the drainage easement here kind of showing it. This is the outlot so this is the replat of Outlot B to, so this is the existing drainage easement filed in 1991. The City's drainage easement. Just, we are still recommending going forward on this project or our recommendation. Obviously there's some concerns with the neighboring property owner but the City does have a drainage easement over there. We are contemplating with this project providing some additional drainage through that City. There will be some grading in that to provide overflow for the back of the lot to this property so it's, it will be used as is intended for drainage so. Aller: And we still haven't dealt with the finality of, it's my understanding from what's before us the water issues and whether or not the approvals and permits are going to be forward so. Aanenson: Right, that's still part of the process. That's standard part of the recommendation. They'll have to meet all those things before they can go forward. All those letters have to be in place before a building permit can be issued but we've addressed what we believe based on the height, again when we, Sharmeen briefly addressed this. I don't want to spend too much protracted time on this but this, the height in this zoning district is 35 feet. When we went through the comprehensive plan we looked at this property and the property to the south. As we talked about it, it is an area of uniqueness when you've got the middle school across the street which generates a lot of traffic at peak times. You've got the commercial piece to the north so we really contemplated what would be the appropriate use for this, especially with that commercial to the north. We looked at office and medium density residential which would allow up to, you know if you look at the 8 units an acre, it could be a higher use there and so when this proposal came forward is why we recommended the zoning change. The height could be 35 feet coming into the 29. We felt that this was really a nice fit, a residential fit for this area and so that's why we brought you back that issue paper a few months ago talking about recommending the zoning change because of the uses that could go in there, this seemed like the least intense as far as traffic and intensity as opposed to an office or other medium density. So just the background on that and we certainly are aware of this issue. Sounds like there may be some issues that we are not necessarily a part of but we are going to use that drainage easement in the future so just for the record. Aller: Thank you and I think Mr. Lucas understands that and will take whatever action he feels is necessary in the best interest of his client so moving forward, is there anyone else just come forward to speak for or against. Sir, state your name and address for the record please. Greg Soule: My name is Greg Soule Aller: Mr. Soule, welcome. Greg Soule: My office is at Suite 4000, 225 South Sixth Street in Minneapolis. I'm the attorney representing the applicant. I'll be very brief. At this point, we just got the same letter that you got today so we haven't had really time to react to it. We have made various proposals to the neighbors to see if we 9 Chanhassen Planning Commission —October 16, 2012 can accommodate some of their concerns and we'll continue with those conversations. At this time I think the staff's recommendation to proceed with it irrespective of this claim is appropriate because they at the current time they have no legal interest in the property. If they initiate a lawsuit, if they prevail in the lawsuit, maybe they'll get to have a legal interest in the property but they don't as of this time. The people who have the ownership interest are before you properly and we've requested, you know made a request to you and you're dealing with us so I think that's perfectly appropriate and again of course your city attorney can comment on that. The only other point I would make is that the applicant did have a town hall meeting where the neighbors were invited the Brooks chose not to attend and I believe the applicant also sent them a letter informing them about the project and didn't receive a response so it's not as if the applicant didn't reach out and try and talk to the neighbors but we'll continue to talk to the neighbors and see if we can leave some kind of an accommodation with them but we appreciate your continuing the process in the meantime. Aller: Thank you for your comments. Greg Soule: Thank you very much. Aller: Any additional individuals wishing to come forward, for or against? Sir, come forward. Gary Reed: I'm Gary Reed and my brother and I own the property. My folks bought the property in 1935. Aller: Welcome Mr. Reed. For the record could you please give us your address Gary Reed: 2461 West 60 Street, Excelsior mailing. Anyway I think this is probably the best use. We've been up with proposals many times with this property since my folks passed away and we've had the houses rented out and a lot of the renters haven't been very desirable neighbors and the house was trashed by the last tenant so we had to close it up but my folks, like I say bought the property in 1935. They moved out there in 1939 and owned the property until they passed away and then it went to my brother and I. And I know that they would really agree with this use for the property and so. I'm one of the neighbors and I think it will create a nice buffer from the highway. 41 is a noisy highway and so we're looking forward to having something nice on that property that is a residential style building. Thank you. Aller. Thank you. Anyone else wishing to speak for or against? Seeing no one come forward I'll close the public hearing. Comments from commissioners. Undestad: I think it's a very nice plan. Very nice project. The design is, I mean it's a beautiful building. Hokkanen: Yes it is. It's like a home. Undestad: The transition from a gas station to a neighborhood, I think something of this caliber in there is an excellent transition between the two so, I like it. It's a great project. Aller: Anyone else? Hokkanen: No, I agree. Colopoulos: I agree. 10 Chanhassen Planning Commission — October 16, 2012 Aller: I think everyone who knows about the 2030 plan as far as the use of the area and the zoning factors, it fits the bill for what we're looking forward to utilizing these properties for in the future as Chanhassen moves forward and as our demographics change so that being said, entertain any motions. Hokkanen: I have a motion. The Chanhassen Planning Commission recommends that the City Council approve a rezoning of the property from Singe Family Residential District to Mixed Medium Density Residential District, preliminary plat to replat 2.1 acres into one lot, site plan approval for the construction of a continuing care retirement facility Bee Hive Homes and the adoption of the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Tennyson: Second. Aller: Having a motion and a second. Any discussion? Hokkanen moved, Tennyson seconded that the Planning Commission recommends approval of Planning Case #2012-15 to rezone 2.16 acres of property zoned RSF, Single Family Residential District to R$, Mixed Medium -Density Residential District for Beellive Homes Subdivision contingent upon final plat approval, as shown in plans dated received October 9, 2012, and adoption of the Findings of Fact. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Hokkanen moved, Tennyson seconded that the Planning Commission recommends the City Council approves the preliminary and final plat for Planning Case 2012-15 for BeeHive Homes as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: 1. Full park fees in lieu of parkland dedication shall be collected in full at the rate in force upon final plat submission and approval. 2. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. 3. The developer must work with the City to properly locate the easements over the utilities and over the treatment pond. 4. Storm water connection fees will be collected with the final plat. The fees are estimated to be $12,231.20. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 11 Chanhassen Planning Commission — October 16, 2012 Hokkanen moved, Tennyson seconded that the Planning Commission recommends that the City Council approve the site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 12-15 for BeeHive Homes as shown in plans dated received October 9, 2012, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Install tree protection fencing around the preserved oak at least 30 feet from the trunk. The fencing shall be installed prior to any construction activity and remain until site construction is completed. Wood chip mulch shall be applied within the fenced area to a depth of 4-6 inches. 2. One spruce shall be added to the plantings along the west property line. The tree should be located behind the proposed group of five lilacs. 3. Building Official Conditions: a. The proposed structure is required to have an automatic fire extinguishing system. b. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. A geotechnical (soil evaluation) report is required. c. Designs\plans for retaining wall(s) exceeding four feet in height must be prepared and signed by a structural engineer. d. Detailed building code related requirements have not been reviewed; this will take place when complete structural/architectural plans are submitted. e. Demolition Permit(s) are required for the removal of any existing structures on the site. f The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 5. All rooftop and ground equipment must be screened from views. 6. Approval of the site plan applications is contingent upon approval of the final plat, rezoning, drainage and utility easement vacation, and the City Code amendment — Planning Case 2012- 15. 7. The monument sign may not exceed 24 square feet in area nor be higher than 5 feet. The sign shall be located 10 feet from the property line. A sign permit is required before construction of the sign. 8. Sign illumination and design shall comply with ordinance. 9. Recycling space and other solid waste collection space should be contained within the same enclosure as the trash. 10. The existing buildings must be removed prior to grading. Demolition of structures must comply with National Emission Standards of Hazardous Air Pollutants, Minnesota Rules 7035.0805 and any other pertinent rules, regulations and laws. 12 Chanhassen Planning Commission — October 16, 2012 11. The developer will be responsible for all the costs associated with rerouting the storm water. The City will own and maintain the proposed storm sewer upon acceptance by the City. The developer must model the drainage area discharging to the 36 -inch storm sewer to determine the proper sizing of the storm sewer through the site. 12. A permit is required for any work within the MnDOT right-of-way. 13. The NURP calculations and or drainage area map must be revised to correlate to the plans. 14. The roof drainage from the rear of the building needs to be collected and piped to prevent storm water from discharging to the properties to the west. 15. Drainage maps and hydrocad calculations were provided for this site. The maps do not show the correct drainage boundaries. The maps and calculations must be revised to meet City standards. 16. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 17. The applicant shall work with staff on the proposed location of the new lines. The sewer and water lines located between the existing lines and the property to the south will be city owned and maintained. The lines connecting to the buildings will be private. Drainage and utility easements will be required on the public portion of the sewer and water lines. Permits are required from the Department of Health and MPCA for the sewer and water extension. 18. Each new building is subject to sanitary sewer and water hookup charges. The 2012 trunk hookup charge is $2,107 per unit for sanitary sewer and $5,717 per unit for watermain. Sanitary sewer and watemmain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 19. The utilities will need plan and profile sheets of all public utilities. The public portion of these utilities will be inspected by an engineering inspector. Upon completion, as-builts must be completed to ensure that the utilities meet the specifications of the City. 20. Existing easements are shown in the location of the proposed building. A portion of these easements must be vacated to accommodate the building location. 21. The developer must post a letter of credit or cash escrow ensuring the future connection to the property south of this development. This connection must occur within one year of the completion of the first lift of asphalt. Upon completion of the new access point, the BeeHive Home property must remove the right-in/right-out access. The City will hold the letter of credit or cash escrow until the BeeHive Home property connects to the future access point and removes their current right-in/right-out. 13 Chanhassen Planning Commission — October 16, 2012 22. The applicant shall provide the NPDES Permit number prior to commencement of earth - disturbing activities. 23. The SWPPP shall be amended such that under Project Contacts, the City contact is Terry Jeffery, Water Resources Coordinator 952.227.1168 and Chip Hentges, Carver County SWCD, 952.466.5230 shall be added. 24. That portion of the SWPPP with the heading "Responsibility Requirements" shall be completed in fidll and submitted to the City and included in the on-site SWPPP at the pre - construction meeting or otherwise prior to the commencement of earth -disturbing activities. 25. Per Part III. A. 3 of the NPDES permit, a narrative describing the timing and placement of all erosion prevention and sediment control BMPs must be included in the SWPPP. 26. Those areas to be protected from grading, construction traffic, material stockpiling or other disturbance shall be clearly labeled on the plans and adequate protection in the form of fencing with metal T -posts shall be shown on the plans and installed prior to any earth - disturbing activities. This shall be included as part of the SWPPP. 27. Category 3 erosion control blanket is only required where slopes exceed 3:1. All blankets shall use natural netting and stitching. Hydraulic soil stabilization would be a preferred alterative. 28. Erosion stabilization mat shall be placed at the outfall in the intermittent channel. This shall be classed by shear stress within the channel as described in MnDOT Specification Manual 3888.1. 29. All silt fences shall be standard machine sliced or heavy duty. In no case may preassembled silt fence be used without approval from the city. This shall be indicated on the plan and in the legend. 30. The legend shall be included on sheet C6: Erosion and Sediment Control Plan in addition to sheet C 1. 31. The rock construction entrance shall be consistent with section 19-145 in that it must be at least 75 feet in length unless it can be shown that it is not possible to do so. 32. The swale located southeast of the proposed building shall be stabilized in its entirety. 33. The SWPPP must identify the receiving waters for this project. 34. All City standard detail plates shall be edited so that they are legible. 35. The applicant must receive approval from the United States Army Corps of Engineers prior to working within the existing intermittent channel and provide proof of approval to the City. 14 Chanhassen Planning Commission —October 16, 2012 36. Any dewatering needed shall have a plan which shall be included with the SWPPP. This plan shall be provided to the City and the City shall be notified at least 48 hours prior to commencement of dewatering activities. 37. Stockpile areas shall be shown on the plan and shall include the anticipated sediment control practices which will be implemented. These additional quantities shall be added to quantities currently in the plan. 38. Encroachment agreements are needed for any structure located in the drainage and utility easements. This includes but is not limited to the parking lot and light poles located in drainage and utility easements. 39. The applicant shall work with staff on minor plan modifications. 40. The trash enclosure shall utilize the same exterior materials as the proposed building. Recycling space and other solid waste collection space should be contained within the same enclosure. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Aanenson: Mr. Chair, just for the record. This is proceeding to the City Council next Monday on the 22na Aller: So those of you interested in following this matter before the City Council should look to the City Council on October 22, 2012. And all these documents and records can be found on the City of Chanhassen website. Moving onto item 3. PUBLIC HEARING: WYNSONG: REOUEST FOR PRELIMINARY PLAT TO SUBDIVIDE 937 ACRES INTO 4 LOTS WFFH A VARIANCE FOR A PRIVATE STREET AND VACATION OF DRAINAGE AND UTHdTY EASEMENTS ON PROPERTY ZONED PLANNED UNIT DEVELOPMENT- RESIDENTUL (PUD -R) LOCATED AT 7042 GALPIN BOULEVARD (LOT 1 BLOCK 1 SONG ADDITION). APPLICANT: STEVE KROISS. GALPIN BLVD PARTNERS LLC OWNER: CHARLES SONG, PLANNING CASE 2012-16. Generous: Thank you Chairman Aller, commissioners. As you stated this is a public hearing for a subdivision approval for the development's name is Wynsong. This property is located on Galpin Boulevard between Highway 5 and Lake Lucy Road. It's on the west side. It's just south of the Lake Harrison development and if you go to the next slide. Too far. lust to the north of this is the Lake Harrison development. That's a single family residential development with a large wetland complex that this property connects into it. To the south of this is the Woods of Longacres, the development which is a single family detached housing with a larger area of open space, wetlands and then there's a private park area. Originally this property was part of the Woods of Longacres subdivision. It was an outlot for that development. The Song's replatted it as the Song Addition and built their home in the mid to late 90's and then now they're coming in requesting a subdivision of their site into 4 lots. Each of these lots is over 1 acre in area and that's on a net basis so when we did our review we took out all the wetland area on the individual lots. It has a lot of significant environmental features on the property. To the west is Lake Harrison which is a natural environmental lake. There are 3 wetland complexes within the property boundaries. There's a significant IS Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: sday, October 2, 2012 at 7:00 P.M. This hearing may not start &untillater in the evening, depending on the order of theagenda- endo.Location: Location: Hall Council Chambers, 7700 Market Blvd. Proposal: Request for a Shoreland Setback Variance on property zoned Sin le Family Residential RSF Applicant: Mark & Donna Malinowski Property 7250 Minnewashta Parkway _ Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the I applicant's request and to obtain inpyrt from the neighborhood about this project. During the meeting, the Chair will lead the What Ha Happens public hearing throughdhe followinct ' ;p 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/2012-14. If you wish to talk to someone about this project, please contact Kate Aanenson by Questions & email at kaanenson(cDci.chanhassen.mn.us or by phone at Comments: 952-227-1139. 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. City Review Procedure: • Subdivisions, Planned unit Developments, Site Plan 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 ir.wted to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports 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 cim a the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly ur partly the Planning 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 commeroavindustdal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due t> their complexity may take several months to complete. Any person wishing to toilow 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 contact for the city. Often developers are encouraged to meet with the neighborhooc 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 Council does not. Minutes are taken and any correspondence regarding the appreabon will tie inc uded in the report to the City Council. ff you wish to have something to be inouded in the report, please mmact the Planning Staff person named on the notification. SCANNED SPSFS PO.Sr'tn 5 7 nrrwcr cowcc 02 ,P $ 000.45° t +� 0003195036 SEP 20 2012 CITY OF MAILED FROM ZIP CODE 55317 CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www. c. c h a n h a s s e n. m n O,),25t17. ou KD KNf}MdN _ :,3 G V liwA� c.�g-2 Disclaimer This map is neither a legally recoi as one. This map is a compilation y7 J i jc1j, Hlj t, city, county, state and federal ofbaat,S > 3 3 tt�l�tljj tl ljt is to be used for reference purl j`N�t Geographic Information System (GI: i�,,,;,,1,"`\` _ RED CEDAR COVE TOWNHOU, w the City does not represent that the i ��'\t 1t ,packing or any other purpose requiring exacting ��\` _. urtection or precision PO BOX 1$1 in the depiction of geographic featur . uiscrepancies are found please EXCELSIOR MN 55331-0181 contact 952-227-1107. The preceding _,. ,aimer is provided pursuant to Minnesota Statutes §466,03, Subd. 21 (2000), and the user of this map acknowledges that the City SCANNED shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties wAT4KFTfq,Bjtjufytfi*?igrs OKSEquse of jr�,jrr�r�rrr�j,rr��rrrr ��rrr rrrj��„ „rr�j�rrjrrrrjj r�rr�� data Provided.