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102009 Westwood Professional Services, Inc. <br />Coll 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />COUNTY <br />STOP SIGN <br />MONUMENT SIGN <br />(BLDG #12,3,4,5) <br />FUTURE PHASE BUILDING, <br />PARKING (35 SPACES), <br />AND PATIO SIDEWALK AND <br />AMENITIES <br />General Site Notes <br />1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY BOUNDARY AND TOPOGRAPHIC SURVEY, BY SCHOELL MADSON, REVISED DATE OF <br />9-4-07. <br />2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL <br />E MONUMENT SIGN FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE <br />:: _-- _ .. (BLDG #11) ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. <br />3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS, <br />CI MONUMENT 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. <br />�SIG (BY OTHERS):. <br />5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. <br />1 6. ALL CURB RADII SHALL BE 5.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. <br />1 LLJ <br />7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. <br />LLJ Z 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING <br />t4•2' SIGNS, DIRECTIONAL SIGNS. FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE <br />Q DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO <br />APPROPRIATE MNDOT STANDARDS. <br />9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. <br />10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO <br />-FLUSH-CONCRETE' <br />: <br />AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. <br />CURB;.; GUTTER,. --`_":: <br />11. SEE LIGHTING PLAN FOR MORE INFORMATION ON LIGHT FIXTURES AND LOCATIONS. <br />1 12. SEE GRADING PLAN FOR EXISTING PARKING/PAVEMENT MATCH LINE. <br />1.5' 13. SEE DRIVEWAY ENLARGEMENTS PLAN FOR DRIVEWAY MODIFICATIONS. <br />14. SEE PEDESTRIAN DETAILS FOR TYPICAL PLAZA/PATIO ENLARGEMENT AT BUILDING #'2 AND CITY MONUMENT SIGN. SPECIFIC FINAL SITE <br />FURNITURE, RETAINING WALL, ORNAMENTAL FENCE, AND LIGHTING INFO TO BE PROVIDED FOR CITY STAFF APPROVAL PRIOR TO CONSTRUCTION. <br />, -MODMAR BLOCI( <br />RETiA111NG WALT; w/ Signage and StripingNotes Site Legend <br />42" E CORATIA ' <br />MET tt ALUMINt M <br />FENCE; EKING NROPOSEQ <br />1. ALL TRAFFIC SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL <br />DEVICES SHALL CONFORM TO THE STANDARDS OF THE FHA MANUAL ON — — — — PROPERTY LINE <br />UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). — LOT LINE <br />' 2. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF — SETBACK LINE <br />PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS — — — — — — — — EASEMENT LINE <br />AS SHOWN IN WHITE (TWO COATS). -•••••-- --•- •• ••••-- ••- CURB AND GUTTER <br />FUT{ E PHASE: <br />BUIOD . G, PARNINEG 3. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL TIP OUT CURB AND GUTTER <br />(10 S. ACES), -`AND PAINT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN EACH DESIGNATED <br />._PATS SIDEWALK ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER (TWO COATS — POND NORMAL WATER LEVEL <br />—rU iUML AUULbb 1..;. — — ISM 1�4 s 1 1' u) A N TRACT R H L PAI R O PARKING- IN EACH °'�"° � ��'''* " ` <br />26.0' CONCRETE SIDEWALK t AND ENITIES RETAINING WALL <br />LOCATION FOR i (TYP) i {: ACCESSIBLE SLLEv ADJACENT TO AN ACCESSIBLE SPACE INWHITE LETTERS <br />C x x <br />ADJACENT is C R SE U D R ranml I FENCE <br />PROPERTY AND C '7 M TL�CtT\�OED <br />ID L 0 �'�'��' IJP MINIMUM 12 IN HEIGHT, 0 CONCRETE PAVEMENT <br />FUTURE SIGNALIZED LUSH CONCRETE BIO -FILTRATION A EA. r 71 BUILDING #4 5.0. <br />' <br />INTERSECTION URB &GUTTER 4. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE 0CONCRETE SIDEWALK <br />sap' (TYP) RETAIL j. REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS <br />18,000 SF NOT PROTECTED BY CURB 58 NUMBER OF PARKING STALLS <br />zt 26.0' to-� 1 i --------------- FUTURE DEVELOPMENT <br />--- i k 5. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE <br />1 EXISTING PLANTER PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF <br />CONCRETE v tgp, ____� (TYP) 4' FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL <br />SIDEWALK 'e a o (rYP) TRANSITION BETWEEN LANES TO THE CURB. <br />ui — ----Ji i .:. I <br />! -_ i k 6 E BE PLACED 18 BEHIND THE BACK OF CURB UNLESS <br />I I( I I zt ( I I I Imin ALL SIGNS SHALL BEXISTING 26' I t" �: •••�••��•r■• :•••••:••••••� I.; CONCR�FE OTHERWISE NOTED <br />Site Develotiment S <br />• EXISTING ZONING: <br />B-2, GENERAL BUSINESS DISTRICT <br />• PROPOSED APPLICATION: <br />PLANNED UNIT DEVELOPMENT MASTER PLAN <br />• PARCEL DESCRIPTION/AREAS: <br />SEE BOUNDARY TOPO SURVEY AND PRE PLAT <br />• PROPERTY AREA: <br />EXISTING PROPERTY AREA: <br />546,720 SF (12.547 AC) <br />ROW DEDICATION(CR E/LEX:) <br />65,200 SF (1.496 AC) <br />NET PROPERTY AREA: <br />481,520 SF (11.051 AC) <br />• IMPERVIOUS SURFACE MAXIMUM: <br />80% (20% LANDSCAPE) <br />EXISTING IMPERVIOUS SURFACE (%): <br />331,119 SF (68.896) <br />PROPOSED IMPERVIOUS SURFACE (%): <br />371,275 SF (77.1%) <br />• BUILDING GROSS SIZE: <br />97,035 SF <br />#11 RETAIL: <br />14,600 SF <br />#12 RETAIL/REST: <br />6,000 SF <br />#3 RETAIL/REST: <br />4,700 SF <br />#14 RETAIL: <br />16,000 SF <br />#5 EXISTING RETAIL: <br />55,735 SF <br />(INCLUDES 3,917 SF MEZZANINE) <br />• FLOOR-AREA-RATIO(FAR) MAXIMUM: <br />0.80 <br />• FLOOR-AREA-RATIO(FAR) PROVIDED: <br />0.20 <br />• STRUCTURE LAND COVER MAXIMUM: <br />45% <br />• STRUCTURE LAND COVER PROVIDED: <br />20% <br />• LANDSCAPE IN PARKING AREA REQUIRED: <br />10% <br />• LANDSCAPE IN PARKING AREA PROVIDED: <br />10.5% <br />• BUILDING SETBACK PER CODE: <br />20'=FRONT <br />10' -SIDE / 20' -SIDE TO ROW <br />20'= REAR <br />• PARKING SETBACK: <br />20'=FRONT AND ROW <br />5'=SIDE AND REAR <br />• PARKING DIMENSIONS REQUIRED: <br />9' WIDE X 18' LONG <br />• PARKING DIMENSIONS PROVIDED: <br />9' WIDE X 18' LONG, 25' AISLE <br />• PARKING RATIO REQUIREMENT - CITY OF ARDEN HILLS <br />RETAIL 1 SPACE /150 SF GROSS SALES <br />RESTAURANT: 1 SPACE / 2 SEATS <br />RETAIL = BLDG #11,#12(2,500),#14,15) = <br />88,835 SF <br />RETAIL = 88,835 SFx8096(SALES)/150= <br />474 SPACES <br />RESTAURANT = BLDG #2(50), X13(150)= <br />200 SEATS <br />RESTAURANT - 200 SEATS / 2 - <br />100 SPACES <br />TOTAL PARKING REQUIRED PER CODE= <br />574 SPACES <br />• PARKING PROVIDED(WITH CROSS PARKING: <br />455 SPACES (4.85/1000) <br />Lighting Legend <br />PARKING LOT LIGHT - DOUBLE FIXTURE <br />(DOUBLE FIXTURE) <br />ED* PARKING LOT LIGHT <br />(SINGLE FIXTURE) <br />PEDESTRIAN ORNAMENTAL POLE LIGHT <br />(SINGLE FIXTURE) <br />Q LANDSCAPE UPLIGHT <br />(WITH GFI RECEPTACLE) <br />11il�StV111DOd <br />Westwood Professional Servicer;► Inc. <br />7699 Anagram Drive <br />Eden Prairie, MN 55344 <br />PHONE 952-937-S150 <br />FAX 952-937-5822 <br />TOLL FREE 1-888-937-5150 <br />www westwoodps.com <br />Da6aued: GAL/PDS <br />Checked: GAL/PDS <br />Drawn: PAG <br />Rewrd DrMtft bydabs <br />Reviaiam <br />o - 5/4/09 - City Submittal <br />I - 5/22/09 - City Comments <br />I bw&y mofy that rise p1m wan p Vs -d by me oe under -y <br />dine- anpwri dan asd that i m a artily Ummed I.ANDseaPa <br />ALCM= o Aw the Iowa all the slate of hIND011ola <br />Paul D, Sdtruedw <br />Do 5/22/09 boat: No, 2_%W <br />Prepared for. <br />Arden PhuroaLLC <br />4255 White Bear Parkway, Suite 1550 <br />White Bear Lake, Minnesota 55110 <br />Arden Plaza <br />Redevelopment <br />Arden Hills, MN <br />X <br />Site Plan <br />Date 5/4/09 <br />0' 50' 100' 150' <br />sheet: 5 of 13 <br />NOTOR CONSTRUCTION 20091044SPP01.dwg <br />