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CAS-40_VILLAGE ON THE PONDS BUILDING C-1 (FOOD COOP)CITY 0'O'IANHA RECEIVEDssEN OCT 15 2004 OJANMASSEN PLAtM" MUM OUTLOT'13' Village on the Ponds -126 �.. VICINITY SITE PLAN Community Dc jeL;jrnent Dept. • Chanhassen, Minnesota SITE PLAN REVIEW Application Set for Planning Department PREPARED BY: • 1►�I� 1 1► e�AIPly 11 ±Q 1 , 1' 1 3914 MURPHY CANYON SUITE A144 SAD DIEGO, CALIFORNIA (858) 565-8485 CLIENT: V.O.P. I, LLC c/o LOTUS REALTY 92123 551 West 78th Street Chanhassen, Minnesota 55317 (952) 934-4538 October 15, 2004 LEGAL DESCRIPTION Outlot B, V.O.P. 8 Addition to be repeated as lot 1, Block 1, V.O.P. 9 EXISTING ZONING & LAND USE Mixed use, P.U.D CONTENTS: 1) Architectural Sheets 1-8 a) Site Plan b) Ground Floor Plan c) Roof Plan d) Elevations e) Elevations Phd*o.n�rnics 2) Landscape 3) Civil w r SITE PLAN 0 RETAIL Outlet B Tabulation Box Site Area: 58,656 SF (100%) Bldg. Area: ± 17,400 SF Total Impervious: ± 1.760 (3%) Parking Provided: 87 Stalls (5/1000) (including 4 handicapped) NOTE: For Property Lines/Dimensions See Civil Plan Village on the Ponds • Chanhassen, Minnesota I� (E)LP r I I I I I I I I I I 1 I I I 1 I I 1 I I I I I I I 1 ! 1 1 I ! 1 1 1 1 1 1 I ! 1 I AIr 1 I 1 I ! I 1 I I I I RETAIL TENANT SPACE I 17,000 AFT I i I 8I10 !I I ! 1 ! I 1 I 1 (Un\1 I ; I I I ! I � - I I I ; I --- -- - ----------- - - - -------------------- 1 1 1 I I MAIN ENTRY 1 0 DROP OFF Ln N � — 12 ;. 12 WIN i O (E)LP SERVICE AREA NORTH SCALE: 1" = 20'-0" E M 9 /1 (E)LP +49 0 BANK (OFFICE ABOVE) +47 +50 0 m 0 m +40 1VAN . 1► \IIS 1 1►. OCT 15, 2004 (E)LP r I I I I I I I I I I 1 I I I 1 I I 1 I I I I I I I 1 ! 1 1 I ! 1 1 1 1 1 1 I ! 1 I AIr 1 I 1 I ! I 1 I I I I RETAIL TENANT SPACE I 17,000 AFT I i I 8I10 !I I ! 1 ! I 1 I 1 (Un\1 I ; I I I ! I � - I I I ; I --- -- - ----------- - - - -------------------- 1 1 1 I I MAIN ENTRY 1 0 DROP OFF Ln N � — 12 ;. 12 WIN i O (E)LP SERVICE AREA NORTH SCALE: 1" = 20'-0" E M 9 /1 (E)LP +49 0 BANK (OFFICE ABOVE) +47 +50 0 m 0 m +40 1VAN . 1► \IIS 1 1►. OCT 15, 2004 FLOOR PLAN (E)LP i i S Village on the Ponds • Chanhassen, Minnesota 162' x (E)LP 1-1 RETAIL TEANT SPACE 17,400 sqFT ULM I� DROP OFF MAIN E TAY r V044,L NORTH SCALE: 1" = 10'-0" p] 0 10' 20' 9' .%AjZ �oRIV� FgST (E)LP SERVIE AREA 17 1-2 18 9 J(E)LP OCT 15, 2004 AFAIVIJW I - 1) LI (E)LP -- -- --- i - (E)LP (E)LP fi Flat Roo Area with screened HVAC Mansard Roof Asphault Shingle) Roof t ot 10 I .• DROP OFF ROOF PLAN NORTH URI 01, 10%SL \ !E4., Village on the Ponds • Chanhassen, Minnesota SCALE: 1" = 10'-0" 2m OCT 15, 2004 1 Sonora —1. divine white awning, mauve —2, bagel clear & solex paint to match metal roof WEST Lthin set brick, classic oak —4, sonora r--PT-1, divine white F- owning, mauve sea spray I—planter, PT -3, practical beige ELEVATIONS Village on the Ponds 9 Chanhassen, Minnesota standing seam metal roof,r PT -2, bagel una clad teal —1. divine white —rock face anchor block, NORTH random mixed pattern, 297—oyster, 293 toffee, 516—saddle SCALE: 1/8" = 1'-0" 816, N N CD N 01W 0 tap ., . OCT 15, 2004 PT -2, bagel I—PT-1, divine white Owens Corning asphault shingles, driftwood —4, sonora PT -1, divine white � c sign bond CD WON arms NONE �2 NUNN wood siding, blue spruce Lack face anchor block, Lowning, sea spray EAST Lplanter, PT -3, practical thin set brick, classic oak random mixed pattern, beige 297—oyster, 293 toffee, 516—soddle sonora front lit letters with neon PT -1, divine white rPT-1, divine white Owens Corning asphault PT -2, bagel logo F I shingles, driftwood F I sign bond ENANT ; .. ELEVATIONS �: ®®sa:wea..ww �szaea•�wF -___®__ Fos r�1 i��� X00=0 �� Im1 �1 -�OMMM1 ME mo ���������� �mmmm �mmmm ow NMI Immoommmmmmi 1====1 mauve LPPG, clear & solexawning, vanilla L --Planter, PT -3, practical point to match metal roof SOUTHWEST beige Village on the Ponds • Chanhassen, Minnesota SCALE: 1 /8" = 1'-0" 4' I OCT 159 2004 _-- i I I /-�� i - qK OR \ - -- IVF - T-- (E)LP (E)LP \ /------------ \ ---------- — i �•. (r I I I I \ S I I j A - -- -- -- -- -t -- ---- -- -- -- --- i -- -- -- - I - -- -- -- --- --- - — -------- \ f 1 i I ••\ I 1 I 1 - -- ---- -- - - --� � I I j I •\ I I 1 I I I I I ❑ I I 1 I I I , I I I I i I I - A I I 1 - - I MAIN ENT i I f LJ Ii _------- -- B O DROP OFF ` -_i - -- — h B 2 1011 A PAD O BANK (OFFICE ABOVE) 5 / \ i S IE 0 uoo 1 PHOTOMETRIC SITE PLAN :o JN 1 SCALE:1"=20'-0" E=o TO CD i 0 5a � O LIGHTING FIXTURE SCHEDULE LTR FIXTURE LENS/ MFGR CAT # TYPE TYPE VOLT MOUNTING LAMPS DIFFUSER OR EQUAL REMARKS A SINGLE HEAD 208 25' POLE (1) 400W TEMPERED SHOE BOX HIGH PRESSURE GLASS LUMINAIRE SODIUM 6 QUAD o0 N N � N 0U Z 211 j..0 (Q r L d W U v IL U roo� 41 L r N � N 3 O O "-_ N 0 oo� Q U d N iii O N o� o� o a aU °a ow o HEAD 208 25' POLE (4) 400W TEMPERED U� N � 0 SHOE 80X LUMINNRE HIGH PRESSURE GLASS p g0 ° SODIUM N� C SINGLE HEAD ZOS WALL (1IE ) 400W TEMPERED SHOE BOX HIGH PRESSURE GLASS LUMINAIRE SODIUM _-- i I I /-�� i - qK OR \ - -- IVF - T-- (E)LP (E)LP \ /------------ \ ---------- — i �•. (r I I I I \ S I I j A - -- -- -- -- -t -- ---- -- -- -- --- i -- -- -- - I - -- -- -- --- --- - — -------- \ f 1 i I ••\ I 1 I 1 - -- ---- -- - - --� � I I j I •\ I I 1 I I I I I ❑ I I 1 I I I , I I I I i I I - A I I 1 - - I MAIN ENT i I f LJ Ii _------- -- B O DROP OFF ` -_i - -- — h B 2 1011 A PAD O BANK (OFFICE ABOVE) 5 / \ i S IE 0 uoo 1 PHOTOMETRIC SITE PLAN :o JN 1 SCALE:1"=20'-0" E=o TO CD i 0 5a � O LIGHTING FIXTURE SCHEDULE LTR FIXTURE LENS/ MFGR CAT # TYPE TYPE VOLT MOUNTING LAMPS DIFFUSER OR EQUAL REMARKS A SINGLE HEAD 208 25' POLE (1) 400W TEMPERED SHOE BOX HIGH PRESSURE GLASS LUMINAIRE SODIUM 6 QUAD o0 N N � N 0U Z 211 j..0 (Q r L d W U v IL U roo� 41 L r N � N 3 O O "-_ N 0 oo� Q U d N iii O N o� o� o a aU °a ow o � o E � U� N � 0 W� Jr 0 0 0 �_ U7 W w W O L� LL W N N L—]L<L--1 °a 0 W� Jr N� M Lu Out 0 CL O LIV = W z Z O to Q O W Z t' of0005 m= z Q J � U d U ~ J � W m F- � O w ~ � O Lm �= d SHEET: E 1 OF: 1 Q O W Z t' of0005 m= z Q J � U d U ~ J � W m F- � O w ~ � O Lm �= d SHEET: E 1 OF: 1 �= d SHEET: E 1 OF: 1 M LANDSCAPE PLAN Village on the Ponds • Chanhassen, Minnesota NORTH PLANT SCHEDULE BroadleaC Deciduous Quantity Symbol Scientific Name Common Name Planting Size 2 0 Syringa reticulata 'Ivory Silk Lilac' Ivory Silk Lilac 1 1/2" -Cal Conifer Evergreen Quantity Symbol Scientific Name Common Name Planting Size 9 y Pinus mugho pumilio Dwf. Mugho Pine 5 -Gal 8 0 Taxus x media 'Taunton' Taunton Yew 5-6al 2 O Thuja occidentalis 'Techny' Techny Arborvitae 4' B&B 3V O Junipe rus chinensis 'Sea Green' Sea Green Juniper 5 Gal 12 O Juniperus horizontalis 'Hughes' Hughes Juniper 5 -Gal Perennial Quantity Symbol Scientific Name Common Name Planting Size 39 0 Hemerocallis Hyperion Hyperion Daylily 1 -Gal 20 0 Rudbeckia Goldstrum Redbeckia 1 -Gal 32 O M. sinensis 'Purpurascens' Miscanthus Flame Grass 1 -Gal 21 O Hos to 'Royal Standard' Royal Standard Hosta 1 -Gat Shrub Quantity Symbol Scientific Name Common Name Planting Size 5 0 Berberis thunbergii 'Bailtwo' Burgundy Carousel Barberry 3 --Gal 4 Q Cornus alba 'Bailhalo' Ivory Hato Dogwood 3 -Gal 4 ® Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 3 -Gal 21 O Spiraea nipponica 'Snowmound' Snowmound Spirea 3 -Gal 18 O Diervilla lonicera Bush Honeysuckle 2 -Gal LANDSCAPE NOTES: 1. All plantings shall be true to name and size in accordance with American Nursery Standards. No damaged or scared trees or shrubs will be accepted. 2. Planting Soil shall be a mixture of 1 part peat, I part soil and I part sand. 3. All plants shall be guaranteed for one year from the date of acceptance. The landscape contractor shall replace any dead or damaged plants at no additional cost to the owner during the warranty period. 4, All trees shall be staked and wrapped as shown in details. 5. All trees in sod areas shall have a 4" deep shredded bark mulch maintenance bed, 5' in diameter. 6. Sod shall be cultured Kentucky Bluegrass free of weeds and clumps. The landscape contractor shall water and roll the sod at the time of installation to assure a smooth surface. All sod on slopes greaten than 3 to 1 shall be staked. Any sod damaged due to sliding shalt be replaced by the landscape contractor. 7. All shrub beds and areas indicated as receiving shredded bark mulch shall receive a 4" deep layer of shredded bark mulch over filter fabric, All ground cover areas shalt receive a 2" layer of mulch with no filter fabric, 8. All areas where sod and mulch touch shall have valley view poly edger as shown in details. 9. All planting islands in parking areas and ground cover beds shall have a minimum of 1' deep planting soil installed. It will be the landscape contractor's responsibility of remove any existing construction debris and existing soil to provide new planting soil in these areas. 10. All product substitutions must be approved by owner, general contractor or landscape architect prior to installation. SCALE: 1/16" = 1'-0" 32 iLl 1► \Ci 1' 1►. IL7141IWALI r .. . all@ OCT 15, 2004 © 2004 John Oliver & Associates Inc. Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 S MN. Toll Free 1-800-252-1166 90000'00" N90 0'00"W I z _ _ REMOVE 26 LF C 1�c Benchmark: TNH 60 feet West of West Corner of Foss Swim School. /�I� Elevation = 947.29 L LAKE r\ DRIVE i— — — — — _ _ —� Ln /� Benchmark. TNH 10 feet East of Southeast building corner of N Culver's Restaurant. p i ., Elevation = 947.29 - LEGEND OE OE OE OE OE OE OE OE OE E OE OE OE OE OE OE OE . -- PROPOSEDEXISTING ----------- O RIGHT—OF—WAY LINE BOUNDARY LINE PROPERTY LINE A — ---Co SETBACK LINE — -- EASEMENT LINE 8.4 o ��~ zo CURB LINE o 0 0 MI a o h' PROPOSED o BUILDING 0 m =- ,f U) t -1z I EXISTING LEGAL DESCRIPTION: o mmLo z Y W � � U Q w z 3 o z w J Outlot B, VILLAGES ON THE PONDS EIGHTH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. I v cc PROPOSED LEGAL DESCRIPTION: Lot 1, Block 1, VILLAGES ON THE PONDS NINTH ADDITION, I Carver County, Minnesota. C) a E V) 0) z:N 15.6 / -� o c— 0 O z - L O L C w �t oIIIIIIIIIIIIIIIII Foo.001 -0 CO I 6 HANDICAPPED PARKING STA.ILIS QST ° o a ° o LO O I 81 REGULAR PARKING STALLS 87 TOTAL PARKING STALLS (ADDITIONAL PARKING AVAILABLE ADJACENT TO PROPERTY ON WEST SIDE) 0 ° ° `n t W u s rn _ani. in in o w � / V W .14 to I % '�f�`y y M II�Ri '079. 11 j ado w 06 Cq00 Qq o � O J 1.55% ti, °Bs / �zzQQ LLJ o Q / Oma_'` a �z O C) W a - / J � / J � SHEET NO. 0 20' 40' 60, C 1 SCALE IN FEET p 2004 John Oliver & Associates Inc.I I I SHOPPING j I I I I Call 48 Hours CENTER I before digging 4 .I 0 1� o wQI� GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MIN. Toll Free 1-800-252-1166 ► - Z - o- _ o I — Benchmark: TNN 60 Elevation feet West of West Corner of Foss Swim School. = 947.29 CL - Benchmark: TNN 10 feet East of Southeast building corner of N auT Culver"s Restaurant. o t. _- aa (I Elevation = 947.29 S REMOVE 7.6 LF c - -I I LAKE DRIVE LEGEND — — — — — — I c- 50.25 C -COR !I a PROPOSED EXISTING ao of of of of ! I �+ - - RIGHT-OF-WAY LINE of +- +-- 55 --m -o ; ..,, .. _ I BOUNDARY LINE - e>� 05.30 - — — — — PROPERTY LINE I TC -COR ti- I i SETBACK LINE w ~ Q EASEMENT LINE >—I I ° •LD-- EDGE OF WETLAND Ejz It-m—I s" DI P I I I CURB LINE _ o � U a a 0 ;I - �� —0 v u --0 SANITARY SEWER/ < a 8" PVC ss FFE=950.25 I MANHOLE 0 z �4 4 o 01 - B104- ( ►� D- SANITARY FORCE MAIN o 0' o --- so. - -- 10 - I NOTE: o acB I C _ F I I SILT FENCE SHALL BE INSTALLED ALONG THE ENTIRE PERIMETER OF THE SITE. —� 1— I WATER MAIN } m 0 m - f - STc50.10 � THE SILT FENCE SHALL REMAIN IN PLACE UNTIL �_ I FIR Y E H DRANT W / m Ld p 0 _ 50.30 '� I THE SITE HAS BE STABILIZED. AUX. VALVE z Y w 2¢ w c� z w - _ C -COR 50.20 II ,C_PC __ 6 .y _ I I ►� °° GATE VALVE Q W 0' Z o 0 o U o X J w 1 1 v�61 I THE CONTRACTOR SHALL INSTALL INLET PROTECTION 44 0- 11 -.e --EI CATCH BASIN/STORMo SEWER/MANHOLE 3' ' c o Tc=lac I / ON EXISTING CATCH BASINS THAT RECEIVE RUNOFF 3 CB 103 TC -Pc \ - 1 FROM THE SITE PRIOR TO ANY CONSTRUCTION. M -- �t -- FLARED END SECTION o c N THE CONTRACTOR SHALL INSTALL INLET PROTECTION W/RIPRAP a y i_ ON ALL INSTALLED CATCH BASINS IMMEDIATELY FOLLOWING THEIR INSTALLATION. 000± DRAINTILE E - !E ° 0 6 - _ ° c �I a solo a Tc STRUCTURE STRUCTURE SIZE ELEV ELEV TOPOGRAPHICAL o �° U) o+ 6. 9� e CONTOUR LINE > °'v 0) = 0 c �t : EX. CB 48 0 946.00± 942.00± E ° t W y 7)a CBMH101 48"0 945.50 942.13 DIRECTION OF 0 0 a1 > a 0 'n s 47.10 CB 102 48"0 946.25 943.25 1.50 DRAINAGE SLOPE v c ° RFM� TC -Pc > • CBMH 103 48 0 949.50 945.29 / ` c --COR Q / CB 104 2'x3' 949.50 946.50 SILT FENCE 0 U)o y a a y- _ / 'o; 49.00 Tc OPC ° PIPE PIPE PIPE L�7°N p — a- _j (N PIPE LOCATION SIZE LENGTH SLOPE SILT FENCE -HEAVY DUTY EX. T0101 15" RCP 11' 1.19% C • 101 TO 102 15" RCP 94 1.19% RCP 169' 1.87% TREE PROTECTION FENCE 4 8.20 / 101 TO 103 15" _ 103 TO 104 15" RCP 65' 1.87% LIMITS OF CONSTRUCTION 4 N, 1.55X / \ / 4600 / w v \ 7.-� % �' = °� CB /. 907.080 TOP OF CURB ELEV. •Rf 1 5 M O U3 v TC -Pc / y W I_ NOTES BIT/CNC CNC PAVEMENT ELEV. (BITUMINOUS OR CONCRETE) I F h� ¢ y STREET 8� PAVEMENT U / ALL CONSTRUCTION IS IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE MNDOT SPECIFICATIONS. Tw=912.0 �ew=907.1 TW=GROUND AT TOP OF RETAINING WALL F -4 °1 ` W e r a i COMPACT AGGREGATE BASE TO 1007 STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. BW=GROUND AT BOTTOM OF RETAINING WALL •\ S • COMPACT BITUMINOUS COURSES IN ACCORDANCE WITH GROUND/FINISHED GRADE SPOT ELEV. O EXISTING LEGAL DESCRIPTION:I \_ I THE SPECIFIED DENSITY METHOD. i�xa�8 W/ DRAINAGE ARROW m o m ti Outlot B, WLLAGES ON THE PONDS EIGHTH ADDITION, according to the thereof, Carver County, Minnesota.\p a' °d � • JOINT SEALING IS NOT REQUIRED FOR CONCRETE SIDEWALKS AND CURB AND GUTTER. recorded plat HEAVY DUTY PAVEMENT \ ��� � SEE ARCHITECTURAL PLANS FOR SIDEWALK AROUND BUILDING. PROPOSED LEGAL DESCRIPTION: • WEAR COURSE TO BE PLACED FOLLOWING ONE FREEZE/THAW Jam, \ SEASON. CONCRETE PAVEMENT Lot 1, Block 1, VILLAGES ON THE PONDS NINTH ADDITION, Carver County, Minnesota. • CONTRACTOR TO FURNISH AND INSTALL ROAD NAME AND TRAFFIC CONTROL SIGNS AS REQUIRED. ROCK CONSTRUCTION ENTRANCE 46 GRADING & EROSION CONTROL NOTES C/) 0 w • CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ON-SITE TWIN BLADE STREET SIGN TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS TO z Q • INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BE SODDED OR SEEDED.Z BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS TRAFFIC CONTROL SIGN a_ Z Q BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS • EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED GENE IAL SITE WORK NOTES O U o Z GRADING OCCURS IN THE SPECIFIC AREA. MAINTAIN EROSION CONTROLS FOR REUSE ON-SITE. TYPE III BARRICADE w a THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN • GRADES SHOWN ARE FINISHED GRADES. CONTRA-'7GR TO VERIFY THE LOCATION OF ALL UNDERGROUND _ �_ Z a 0 J ESTABLISHED. UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING ¢ on nen STREET LIGHT/POWER POLE p Ld V) Z a • FINAL GRADING TOLERANCES ARE ±0.2 FEET OF PLAN GRADES. GOPHER STATE ONE -CALL (1-651-454-0002 METRO AREA, C) (/) C) Z >_ • CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA 1-800-252-1166 OUT STATE) Q Q O = =� Q POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE • UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION INLET PROTECTION = Q 0 J REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE ~ � Z GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET TO MADE. THE SHALL IMMEDIATELY NOTIFY _ W U REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT EMBANKMENTS THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM T GI DISCREPANCIES REMOVALS �` C� Q ALL EXPOSED SOIL AREAS WITHIN 100 FEET OF A WATER OF THE STATE OR TO 957 STANDARD PROCTOR DENSITY. THE PLl,NS. Q Z ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER J OF THE STATE MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 • TURF RESTORATION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED IS • REFERENCE TO MNDOT SPECIFICATIONS SHALL MEAN DIVISIONS II SLOPES), 14 DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN MIXTURE 90B AT 50 POUNDS PER ACRE, TYPE 1 MULCH AT 90% COVERAGE AND III OF THE 2000 SPECIFICATIONS FOR CON5TRUCTION. W 10'1)' WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 25B AT 25 POUNDS PER ACRE, UPLAND BUFFER IS MNDOT 5B AT 30 POUNDS PER ACRE, ENGINEERING PLAN ELEVATION 951.60 EQUALS ARCHITECTURAL • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK WITH FIBER BLANKET. (INSTALL ONLY WHERE GROUND IS DISTURBED) ALL BUILDING PLAN ELEVATION 100.00. ACROSS FULL WIDTH FROM ENTRANCE POINT TO 75 FEET INTO THE SEEDED AREAS ARE TO RECEIVE TYPE I MULCH AND DISC ANCHOR OR FIBER CONSTRUCTION ZONE. SEE DETAIL. BLANKET, • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS • SITE ACCESS IS ONLY OFF LAKE DRIVE. SHEET NO. SHALL BE SEEDED AND HAVE A WOOD FIBER BLANKET INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. 0 SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. 0 30' 60' 90' C 2 • INLET PROTECTION IS TO BE USED DURING CONSTRUCTION. SEE DETAIL. . TOPOGRAPHIC SURVEY BY JOHN OLIVER & ASSOCIATES. INC.. SCALE IN FEET FINE! '- VILLAGES ON THE PONDS NINTH ADDITION KNOW ALL PERSONS BY THESE PRESEPIT : That VOP I. LLC o Minnesota limited habdity company, fee owner of the following described property situated in the County of Carver, State of Minnesota to—wit. Oudot B, NLLAGES ON THE PONDS EIGHTH ADDITION, according to the recorded plot thereof Carver County. Minnesota. Has caused the same to be surveyed and platted as VILLAGES ON THE PONDS NINTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements os shown o this plat for drainage and utility purposes only. In witness whereof said VOP I, LLC. o Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20_ Lucius L Fowler, Chief Manager 5TA TE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20_ by Lucius L. Fowler, Chief Monagar, of VOP L LLC, o Minnesota limited liability company, Notary Public, County, Minnesota My Commission Expires' I hereby certify that I hove surveyed and platted the property described on this plot as WLLAGES ON THE PONDS NINTH ADDITION; that the plot is o correct representation of the survey, that all distances are correctly shown on the plot in feet and hundredths of a foot: that all monuments hero been correctly placed in the ground as shown; that the outside boundary lines ore correctly designated on the plot, and that there on, no wet lands as defined in Minnesota Statutes Section 505.02 Subdivision 1, or public highways to be designated other than as shown. Randy M. Morton, Lond Surroyoq Minnesota License No. 21401 The foregoing Instrument was acknowledged before me this day of Notary Public, County, Minnesota My Commission Expires: 20_ by Randy M. Marton, Land Surveyor, License No. 21401. This plot of VILLAGES ON THE PONDS NINTH ADDITION was approved and accepted by the City Council of the city of Chanhassen, Minnesota, at o regular meeting held this , day of 20— and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 1. All monuments wdl be set as specified by the City Council and as stated on this plot, according to Minnesota Statutes, 505.02 Subdivision i. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By By Clark COUNTY SURVEYOR, Carver County. Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plot has been approved this day of By John E Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that there are no delinquent taxes far all years prior to 20� MARK LUNDGREN, County Auditor By COUNTY TREASURER, Carver County, Minnesota 20_ for land described on this plot and transfer entered Dated this day of I hereby certify that the taxes payable far the year 20_ for land descnbed on this plot as NLLAGES ON THE PONDS NINTH ADDITION hero been paid on this day of 20_ TOM KERBER. County Treasurer By COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of VILLAGES ON THE PONDS NINTH ADD177ON was filed this Document No. KELLY HANSON. County Recorder By day of 20_ at _ o'clock —,n. as T FILE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS. I I I I I d is. BEING 10 FEET IN WON AND A NTNG LOT AND STREET LINES UNLESS OTHERWISE INDICATED ON THE PLAT. 0 60 120 180 SCALE IN FEET t6 — t26"W I CIV OF RE NOV I CHAN MI I • DENOTES NON PIPE MONUMENT FOUND. O DENOTES 1/2 INCH x 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE N0, 10943. ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH UNE OUTLOT B, NLLAGES ON THE PONDS EIGHTH ADGTION TO HAYS AN ASSUMED BEARING OF HEST. John Mar & Aaaodatase ba At MW - surmlfine - &VOL" cwd r 7 2004 DEPT WANNED I I I NEST 206-67 I _ I _ I — — — _ — r / 502°24'26 o y'IJJO°J _ I jos � 1 50 BO �00. I I par n I I / I e / --� r------ I I 60 L" I I I I I DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS. I I I I I d is. BEING 10 FEET IN WON AND A NTNG LOT AND STREET LINES UNLESS OTHERWISE INDICATED ON THE PLAT. 0 60 120 180 SCALE IN FEET t6 — t26"W I CIV OF RE NOV I CHAN MI I • DENOTES NON PIPE MONUMENT FOUND. O DENOTES 1/2 INCH x 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE N0, 10943. ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH UNE OUTLOT B, NLLAGES ON THE PONDS EIGHTH ADGTION TO HAYS AN ASSUMED BEARING OF HEST. John Mar & Aaaodatase ba At MW - surmlfine - &VOL" cwd r 7 2004 DEPT WANNED 1541 F �PIAR mill RSY-o48s 0-1 II . Apl�g AEW ga die ;s 3 8R� = g N g M s €R 4a GFEAT RIS . :r�LVD. M R S ip^ 111 leg! 71ga Q I O 1 5 gg# ! -7- I d. k? jig d 3 �,y 3{a a•.. a aaaa {� °1°lc EP8g8 RtrS Q© 3 d it ;Ti -fid ¢yN^ -s� 4 e$n° ;€Pi"A a}F� „gF 95 ■RPb„ bR is �1 .. [ 22 ii 3335 4'!"9 iiRa"R q[I €_ ¢ f2 ay€ § RS ' 5� a 4 ig A 8553 i� asnsg 4 kap yYii ^� asEg g?$z s R slI+DDU��g����;��� ¢ X11=`iill'Ii i�� ►� ¢R Oiln aYYI11U OIN111A>ml. Y RO! N vue t:Lc PR6YRNARY MR . .k_ZiEL 0;�-�-- .._--- .A VOP Ia , !| 0;�-�-- .._--- .A VOP Ia OUTLOT 'B' C-1 RETAIL Village on the Ponds • Chanhassen, Minnesota CITY OF RECEIVED SSEN OCT 15 2004 CHANHASSEN PLANNING DEPT T, s„ .•L , A+' 'X SIV ' " y` SITE PLAN REVIEW VICINITY SITE PLAN Application Set for Planning Department i►1, I �',1 1 f WAI I. 3914 MURPHY CANYON ROAD SUITE A144 SAD DIEGO, CALIFORNIA 92123 (858) 585-8485 CLIENT: V.O.P. I, LLC c/o LOTUS REALTY 81 Merl 713111 Street Chanhassen. Minneeotn 55317 (952) 934-4539 October 15, 2004 LEGAL DESCRIPTION Oullol H, V.0,1', U 1ddl Linn Lu be ,e9, -.Lod as lol 1. UWk I. \.11.11. 9 EXISTING ZONING & LAND USE Nlyed nsr. Y.11.11 CONTENTS: 1) Architectural Sheets 1-8 a) Sile Plnn b) Grnnnd Floor Plan r) Roof Plen dl f3eval.ions el Elerallone 2)Landscape 3) Civil 2 W m COOP RETAIL - GLSPHART VILLAGE ON THE PONDS .... w r m z f k, J a �r VICINITY MAP SCALE: 1" = 200'-0" °® LOT W. DEVELOPMENT DATA SITE AREA: 5_u.8_V3 SF.11.35 Pcm BUILDING AREA FOOTPRINT: _ 17.083 SF GROSS FLOOR AREA GROUND FLOOR: 18.518 SF MEZINEE LEVEL: 1.669 SF TOTAL: 18.188 SF PARKING PROVIDED: 87 STALLS GREAT PLAINS BOULEVARD NEW PROPOSED RETAIL BUILDING a LADE M 000 w SITE PLAN --—NORTH�i) 'MITZAG i= A8emi8cI6R8 ceouP, mc. Village on the Ponds 9 Chanhassen, Minnesota SCALE: I"= 30'-0" °® OCT 25, 2004 r I t J PLANT SCHEDULE uuanirzy ayml ]Cientific Name Common None Planting Size 3 ooSyringo reticulata 'Ivory Silk Lilac' Ivory Silk Lilac Conifer Everoreen Quantity Symbol Scten tific Name Common Name Planting Size 1 O Pinus mugho punilio Dwf. Mugho Pine 5 -Gal B1 0 1 Taxus x media 'Taunton' Taunton Yew 5 -Gal 4 iO Juniperus chinensis 'Sea Green' Sea Green Juniper 5 -Gal 29 Diervilla tonicera Juniperus horizontalis 'Hughes' Hughes Juniper 5 -Gal Perennial Quantity Symbol Scienti Pic Name Common None Planting Size 61Henerocallis Hyperion Hyperion Daylity 1 -Gal 21 0Rudbeckia Goldstrum Redbeckia 1-GoL 29 M. sinensis 'Purpu..scens' Miscanthus Flame Grass 1-GaL 9 Hosto 'Royal Standard' Royal Standard Hosta 1 -Gal Shrub in -Di -n4 Quantity Synboi Scientific Name Common Name Planting Size 4 Cornus alba 'Bailhalo' ivory Hato Dogwood 3 -Gal 5 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 3 -Gal 20 Spir.ea nipponlca 'Snowmound' Snownound Spire. 3 -Gal 47 Diervilla tonicera Bush Honeysuckle 2-G.1 LANDSCAPE NOTES: 1. All plantings shall be true to name and size in accordance with American Nursery Standards. No damaged or scared trees or shrubs will be accepted 2. Planting Soil shall be a mixture of 1 part peat, 1 part soil and I part sand. 3. All plants shall be guaranteed For one year From the date of acceptance. The Landscape contractor shalt replace any dead or damaged plants at no additional cost to the owner during the warranty period. 4. Alt trees shall be staked and wrapped as shown in detail, 5. All trees in sod areas shall have a 4' deep shredded bark mulch maintenance bed, 5' in diameter. 6. Sod shall be cultured Kentucky Bluegrass Free of weeds and clumps. The landscape contractor shall water and roil the sod at the time of installation to assure a smooth surface. All sod on slopes greater than 3 to 1 shall be Staked. Any sod damaged due to sliding shall be replaced by the landscape contractor. 7. All shrub beds antl areas indicated as receiving shredded bark mulch shall receive a 4' deep layer of shredded bark mulch over fitter fabric. All ground cover areas shalt receive a 2' layer of mulch with no filter Fabric. S. ALL areas +here sod and mulch touch shaft have valley view poly edger as shown in details 9. All planting islands in parking areas and ground cover beds shall have a minimum of 1' deep Planting soil installed. It will be the landscape contractor's responsibility OF remove any existing construction debris and existing soil to provide new planting soil in these areas. 10. All product substitutions must be approved by owner, general contractor or landscape architect prior to installation. IV1T Poly Existing Oaks Remain Existing Sod LANDSCAPE PLAN NORTH DUEXI awd A G Imo ARGWiHG7910S CROOP OIC. Villace on the Ponds • Chanhassen, Minnesota SCALE: 1/16" =1°-0" °® OCT 25, 2004 5 0 g w 0 D i 0 i f rJ N 0 0 0 O O 'o m N A m m 11 0 i� N m v w 0 N O A ::::::::::: .,..swoon.....Boom. IN mom �.... 1 on, oil 7:::: �� ..■■■ nuu niiiMOEN son Boom on.. \ o� on��♦ moo, ♦♦♦ �� ♦ ':::C ♦` ♦♦♦� F-------'--� II Mll ............. oouuou.' ��♦♦ I----------� II ouuuoouu.. on an ENq o.uvua uo..Ba........... iii .. \■ mouoMill Mill Mill . uouuouu:N \■ WHO: son wommum ..4WIN �ouo■ G y Z L� r.._.. _..—..— 0 0 N N v cn nis D o ao s spy 8 g= m - aR D _ =' n,aoa €o Z d9 r.._.. _..—..— 0 0 N N TENANT -1 ❑ 71 In mm In WEST NORTH ELEVATIONS Village on the Ponds - Chanhassen, Minnesota SCALE: 1/8" a V.0" m OCT 15, 20" L., 5uuiMM) i ELEVATIONS "n. aro inrrrnae :roiT. in,. Village on the Ponds • Chanhassen, Minnesota SCALE: 1/8" a 1'-0" =T OCT 15, 2004 (f)LF _ r. Ih `� I RE w,. 12 COOP RETAIL, PLAN NORTH nw .wcmrecmea caove, wc. Village on the Ponds • Chanhassen, Minnesota SCALE: 7" = 20'-0" °�^ SEPT 30, 2004 a i ...� ,� �: , � EKE • RFgS L ��P r +48 II i I I i 7 - --T- -- --t- -- -- ----r -- SERVICE AREA I I I I \ 1 i I I I I i 0 \ I I I - --II ---- ---- -- -- I - 6, .4e I I i +47 I I I 12 I i MAIN ENTRY I I 17 18 Z .49 +44 DROP OEF �I 10 N 0 .50 .50 7 \ 13 COOP RETAIL, DETAIL SITE PLAN NORTH Village on the Ponds • Chanhassen, Minnesota SCALE: 1132" = 1'-0" N�\��� YIIA ,IR(RITBCfURB CROW, INC. SEPT 30, 2004 GREAT PLAINS BOULEVARD i WETLAND \ N] BASIN RETAIL RETAIL PAD X57=RW F u 12 aw 13 RoyF�o 14 n F OR LJ FAST _ BANK (ABOVE) SWIM SCHOOL MAIN STREET COOP RETAIL, OVERALL SITE PLAN/, WIMA_ =.4 NORTH/N MHA ARCH'1'6CNHH MOUP, INC. Village on the Ponds 9 Chanhassen, Minnesota SC,.ALE• 1" = 60'-0" °® SEPT 30, 2004 VILLAGES ON THE PONDS NINTH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That VOP 1, 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, VILLAGES ON THE PONDS EIGHTH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the some to be surveyed and platted as VILLAGES ON THE PONDS NINTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said VOP 1, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _-- day of 20 _ Lucius L. Fowler, Chief Manager STATE OF MINNESOTA COUNTY OF _—____-__ The foregoing instrument was acknowledged before me this Minnesota limited liability company. Notary Public, ________ County, Minnesota My Commission Expires: day of __—, 20_— by Lucius L. Fowler, Chief Manager, of VOP I, LLC, a I hereby certify that I have surveyed and platted the property described on this plat as VILLAGES ON THE PONDS NINTH ADDITION; that the plat is a correct representation of the survey,- that all distances ore correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; that the outside boundary lines are correctly designated on the plat; and that there ore no wet lands as defined in Minnesota Statutes Section 505.02 Subdivision 1, or public highways to be designated other than as shown. moray m. mtorton, Lana z)urveyor, minnesora ucense /Vo. Ll'ful The foregoing instrument was acknowledged before me this --__ day of Notary Public, My Commission Expires: =-County, Minnesota 20___ by Randy M. Morton, Land Surveyor, License No. 21401. This plat of VILLAGES ON THE PONDS NINTH ADDIT70N 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 Statutes, 505.02 Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA - BY -------------- By. ----------Mayor--------- Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that there are no delinquent taxes for al/ years prior to ------------- 20--. MARK LUNDGREN, County Auditor 0 day of 20 _. for land described on this plat and transfer entered. Dated this ------ day of COUNTY TREASURER, Carver County, Minnesota I hereby certify that the taxes payable for the year 20—_ for land described on this plat as VILLAGES ON THE PONDS NINTH ADDITION have been paid on this __—_ day of 20___ TOM KERBER, County Treasurer W COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of VILLAGES ON THE PONDS NINTH ADDITION was filed this Document No. _______________. KELLY HANSON, County Recorder 0 day of —_—_—_—_—, 20—_, at _— o'clock __.m. as CITY OF CHANHASSEN RECEIVED w)U 1 7 2004 CHANHASSEN PLANNING DEPT I I I 1 I n i\ r— //\ \I 11 1 J I\II\I r� /\ \1 rr— r\ /� • 1 r1 n r\ r i —I— \ I I �/ `. L/ \ / LL— ♦/ \/ I v LI I L/ L/ 11 1 \I I v I — — — - — WEST 206.67 — — I ,W co -54.16 _ ; 'N30°33'28"W - - _ - =-46.69 / S01 04945"W 00 60I /s8 0 rAY O0JC_ IL 1'1 L1J _:_ F-- Lill L_J IL1J L1J - --J r\ r\ /Y\ I I I I / r - I %"'26.59 00 S02024 "W 26 co -54.16 _ ; 'N30°33'28"W - - _ - =-46.69 / S01 04945"W 00 60I /s8 0 rAY O0JC_ IL 1'1 L1J _:_ e I Y• / 60 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I 110 101 BEING 10 FEET IN WIDTH AND ADJOINING LOT AND STREET LINES UNLESS OTHERWISE INDICATED ON THE PLAT. 0 60 120 180 SCALE IN FEET • DENOTES IRON PIPE MONUMENT FOUND. O DENOTES 1/2 INCH x 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NO. 10943. ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH LINE OUTLOT B, VILLAGES ON THE PONDS EIGHTH ADDITION TO HAVE AN ASSUMED BEARING OF WEST. John Oliver & Associates, Inc. Elk River - Burnsville - Brooklyn Center F-- Lill L1J - --J e I Y• / 60 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I 110 101 BEING 10 FEET IN WIDTH AND ADJOINING LOT AND STREET LINES UNLESS OTHERWISE INDICATED ON THE PLAT. 0 60 120 180 SCALE IN FEET • DENOTES IRON PIPE MONUMENT FOUND. O DENOTES 1/2 INCH x 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NO. 10943. ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH LINE OUTLOT B, VILLAGES ON THE PONDS EIGHTH ADDITION TO HAVE AN ASSUMED BEARING OF WEST. John Oliver & Associates, Inc. Elk River - Burnsville - Brooklyn Center p 2004 John Oliver & Associates Inc. Call 48 Hours before digging GOPHER STATE ONE CALL III r I— _ i Twin Cities Area 651-454-0002 —— — — — _ — _ — — _ I MN. Toll Free 1-800-252-1166 90°00'00" N90 0'00"W — �` 8 — — — REMOVE 26 LF co N LAKE DRIVE Benchmark: TNH 60 feet West of West Corner of Foss Swim School. Elevation=947.29 o 0 _ rn d tl f Benchmark: TNH 10 feet East of Southeast building corner of N of I I Culver's Restaurant. o M I I I Elevation = 947.29 i0E 40F 0E � � DE 0E 0E OE DE i L LEGEND ---oE DE DE OE 0E0E— .. 15 v - PROPOSED EXISTING F--- �- -- 55 I ro ro = I _ _ r _ _ RIGHT-OF-WAY LINE (J�l J I I — BOUNDARY LINE �? PROPERTY LINE W CpC)i CA; L' – – ..- — SETBACK LINE a — — — EASEMENT LINE .... -- 8.4 a i I I. I CURB LINE W z fp _ o 3- � 0a PROPOSED I o �, Z 0) a, L0I BUILDING I o 0 0 mmmI -- Ld W O I EXISTING LEGAL DESCRIPTION: Outlot B, VILLAGES ON THE PONDS EIGHTH ADDITION, according o 0 0 � o LU X =fes - I j I to the recorded plat thereof, Carver County, Minnesota. PROPOSED LEGAL DESCRIPTION: U U � 0 _ C O = L m Lot 1, Block 1, VILLAGES ON THE PONDS NINTH ADDITION, E S y C c l - Carver County, Minnesota. N ��++ra 00 o C W o CO 6 HANDICAPPED PARKING STALLS 046 v C d o / \ I / 81 REGULAR PARKING STALLS 87 TOTAL PARKING STALLS 0 v' �i•- N 3 °' o _ l / (ADDITIONAL PARKING AVAILABLE ADJACENT TO PROPERTY ON WEST SIDE) r q) o u L V SS8 4.( U C1 A n V 0 ,.+�. cd Q s �/ O I C� M •,tea 'titI r "��� F c(�.� d�� w : o , o S9 `o IF I O 1.55% / \ 4j�lL Al ,? 9� Oe9 J b / CITY OF CHANHASSEN WEC[�gN/GD 0 S 2004 Cf) 0 z NOV �P(GINEERING DEPT. z W ZO U a_ J H-Z a wa ow a oV) 0 �Q 0 ,/ z O QQ � �z z cn = Q z O Lij Z: (D m o Q � a- W / _J Of It J_ a- SHEET NO. D 20' 40' 601 C 1 SCALE IN FEET S:\sdsk\proj\1091.90\dwg\prelim\1091-90G1PLdwq,. 11/4/2004 9:04:02 AM @2004 John Oliver & Associates Inc.I - SHOPPINGa I I Call 48 Hours before digging CENTER - 0 " I zls, >, GOPHER STATE ONE CALL N ❑ ,� �I- CD I Twin Cities Area 651-454-0002 a 2L MN. Toll Free 1-800-252-1166 _ -_-- z o rn �— -- I -._- Benchmark: TNH 60 feet West of West Corner of Foss Swim School. Elevation 947.29 Benchmark: = TNH 10 feet N o 00 East of Southeast building corner of IF=— -- — — — 44 Culver's Restaurant. Ld _ S ° I Elevation = 947.29 0 In N _ 8 ° REMOVE 26 LF C _ LAKE DRIVE LEGEND m — — ---- 440/50 IC .2 CR EXISTINGwW - DEoe � — — RIGHT-OF-WAY LINEOE o a' OE Og DE I F1111 ...PROPOSED BOUNDARY LINE HOW __ - j -- 1 j -- r -- - PROPERTY LINE o c -CC j I TLLJ -- _. SETBACK LINE _ --- - I EASEMENT LINE I I 1KD EDGE OF WETLAND I �Z 8w DIP I CURB LINE o 0 0 m a 3 3 a 0 z I ., a o I a A r ^ ) S NITARY SEWER/ ss a ~ —� MANHOLE -s"�Pv FFE=950.25 �' �, 0 o o rn C � 104 I ► M D SANITARY FORCE MAIN o °' --- T � ��} l TC—COR 66 I SIOLTEFENCE SHALL BE INSTALLED ALONG THE I ENTIRE PERIMETER OF THE SITE. —� �— WATER MAIN m o m m - 1 - W so. o Q 1 �J Tc -COR I THE SILT FENCE SHALL REMAIN IN PLACE UNTIL FIRE HYDRANT W/ 0 Y z I o �` THE SITE HAS BE STABILIZED. AUX. VALVE z z w 3 U 3 50.30 _ c -COR +� ' _V) 5.2 C—PC X g56 ►� oa GATE VALVE LULU 0 0 0 0 0 F 141 - ' s 1 ` 50.20 • I ~ I THE CONTRACTOR SHALL INSTALL INLET PROTECTION �N —f O-- 44 O CATCH BASIN/STORM SEWER/MANHOLE 0 o v c o - TC—PC �s �; ;} I ON EXISTING CATCH BASINS THAT RECEIVE RUNOFF X / 3 �. 0.10 9$c�—__ �, CBMH03 rc-c _ I FROM THE SITE PRIOR TO ANY CONSTRUCTION. M �D < FLARED END SECTION c c E nj N U c - J y `. Ce I I / THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL INSTALLED CATCH BASINS IMMEDIATELY W/RIPRAP n E - o a rn -- i T FOLLOWING THEIR INSTALLATION. Nor DRAINTILE tv °� 0 o z °•CB102 \ _ \4\ 1 X49 I sono •b `� / y STRUCTURE STRUCTURE RIM INVERT i� SIZE ELEV ELEV s, =-�a38�� t TOPOGRAPHICAL �� �" t `o t c .� .� ° 3 r c c _ o� TC—COR zs J - e • lmiuiii / I 1 EX. CB"0 946.00t 942.00f CONTOUR LINE 5 > v N o :� E c w = 0 � o Ad - f I CBMH101 "0 945.50 942.21 " DIRECTION OF oa ca o 0 1 47.10 _ TC—PC >$ I CB 102 48 0 946.25 943.25 " CBMH 103 48 0 948.80 945.54 1.50% ~ DRAINAGE/SLOPE >,-0 2 v m 1n R F A! �? •E a> (D f —COR c-coR ^4'` CB 104 2x3 948.80 945.80 WlmuuuNol umuu SILT FENCE q' ° 2 c a� y a a � c .. Z9�:A` 49.00 Tc -Pc f s / � PIPE PIPE PIPE PIPE LOCATION SIZE LENGTH SLOPE _ , SILT FENCE -HEAVY DUTY Q N J . V) , ~ � v .S � I EX. TO 101 12' RCP 11� 1.90% • � / 101 TO 102 12 RCP 94 1.11% 101 TO 103 12' RCP 169' 1.97%' � � � � TREE PROTECTION FENCE Y y ,,/ 103 TO 104 12" RCP 65' 0.40% NUNNLIMITS OF CONSTRUCTION K o0 m '1•r d 1.555 \ 46.00 .... / - TC—C i 907.08 a •� O CB TOP OF CURB ELEV. �i '3 q rn N � ,• w � 2\ �t 46. f TC -Pc 907.08 i q , d o� � STREET & PAVEMENT NOTES elr/cNc PAVEMENT ELEV. (BITUMINOUS OR CONCRETE) v / / �•'i /.q=- . ALL CONSTRUCTION IS IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE MNDOT SPECIFICATIONS. N-9120 ew=so71 . TW=GROUND AT TOP OF RETAINING WALL -4 °' v � � A S �- i + / / \ / • COMPACT AGGREGATE BASE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. BW=GROUND AT BOTTOM OF RETAINING WALL id. of Q) F o \ e °` S . v � I • COMPACT BITUMINOUS COURSES IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD.i�xa>8 /� GROUND/FINISHED GRADE SPOT ELEV. -0-0, O EXISTING LEGAL DESCRIPTION: \, I W/ DRAINAGE ARROW H Cq`. o d Out/ot B, VILLAGES ON THE PONDS EIGHTH ADD1710N, according the thereof, Carver County, Minnesota. q 44 �� �a \o•' • JOINT SEALING IS NOT REQUIRED FOR CONCRETE SIDEWALKS AND CURB AND GUTTER. C = to recorded plat .l HEAVY DUTY PAVEMENT �' • SEE ARCHITECTURAL PLANS FOR SIDEWALK AROUND BUILDING. PROPOSED LEGAL DESCRIPTION:,_ • WEAR COURSE TO BE PLACED FOLLOWING ONE FREEZE/THAW SEASON. CONCRETE PAVEMENT Lot 1, Block 1, VILLAGES ON THE PONDS NIN7H ADDITION, Carver County, Minnesota. • CONTRACTOR TO FURNISH AND INSTALL ROAD NAME AND TRAFFIC CONTROL SIGNS AS REQUIRED. ROCK CONSTRUCTION ENTRANCE GRADING A EROSION CONTROL NOTES (J') 0 • CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ON-SITE 1_ TWIN BLADE STREET SIGN p TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS TO T z Q • INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BE SODDED OR SEEDED. 0Z BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS 4 TRAFFIC CONTROL SIGN Z Q BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS • EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILED GENERAL SITE WORK NOTES O E U GRADING OCCURS IN THE SPECIFIC AREA. MAINTAIN EROSION CONTROLS FOR REUSE ON-SITE. �- TYPE III BARRICADE W a Z THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN •GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND = Z 0 J ESTABLISHED. UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING O° °� STREET LIGHT/POWER POLE p W cy Z a- • FINAL GRADING TOLERANCES ARE t0.2 FEET OF PLAN GRADES. GOPHER STATE ONE -CALL (1-651-454-0002 METRO AREA, z p (%i O I'"I 0 >_• CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA 1-800-252-1166 OUT STATE) Q Q LL_ t11 POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE • UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE CONNECTION _� INLET PROTECTION = = Q J REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE � Q � GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY W _ 0) U 0_ REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT EMBANKMENTS THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM REMOVALS �� 0 Z ALL EXPOSED SOIL AREAS WITHIN 100 FEET OF A WATER OF THE STATE OR TO 95% STANDARD PROCTOR DENSITY. THE PLANS. Q ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER J J OF THE STATE MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 TURF RESTORATION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED IS REFERENCE TO MNDOT SPECIFICATIONS SHALL MEAN DIVISIONS II W SLOPES), 14 DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN MIXTURE 90B AT 50 POUNDS PER ACRE, TYPE 1 MULCH AT 90% COVERAGE AND III OF THE 2000 SPECIFICATIONS FOR CONSTRUCTION. > 0_ 10:1). WITH DISC ANCHOR. WETLAND SEEDING IS MNDOT MIXTURE 25B AT 25 Of POUNDS PER ACRE, UPLAND BUFFER IS MNDOT 513 AT 30 POUNDS PER ACRE, • ENGINEERING PLAN ELEVATION 951.60 EQUALS ARCHITECTURAL • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK WITH FIBER BLANKET. (INSTALL ONLY WHERE GROUND IS DISTURBED) ALL BUILDING PLAN ELEVATION 100.00. ACROSS FULL WIDTH FROM ENTRANCE POINT TO 75 FEET INTO THE SEEDED AREAS ARE TO RECEIVE TYPE I MULCH AND DISC ANCHOR OR FIBER CONSTRUCTION ZONE. SEE DETAIL. BLANKET, ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SITE ACCESS IS ONLY OFF LAKE DRIVE. SHEET NO. SHALL BE SEEDED AND HAVE A WOOD FIBER BLANKET INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. SEE LANDSCAPE PLANS FOR TURF RESTORATION REQUIREMENTS. 0 30' 60' 90' C 2 • INLET PROTECTION IS TO BE USED DURING CONSTRUCTION. SEE DETAIL. TOPOGRAPHIC SURVEY BY JOHN OLIVER & ASSOCIATES. INC.. SCALE IN FEET S:\sdsk\proj\1091.90\dwg\prelim\1091-90G1PLdwq,. 11/4/2004 9:04:02 AM