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C)2018 Westwood Professional Services, Inc. <br />(=) Sign Legend <br />REFERENCE <br />S.1 STOP SIGN <br />S.2 HANDICAP ACCESSIBLE <br />S.3 DO NOT ENTER <br />S.4 BEGIN ONE WAY <br />.-o. <br />Site Development Summary <br />SIZE <br />MnDOT DESIGNATION <br />PROPERTY AREA: <br />152,398 SF <br />(3.5 <br />AC) <br />PROPOSED PARKING: <br />30" <br />X <br />30" <br />R1-1 <br />EXISTING ZONING: <br />RR -113 PUD <br />UNDERGROUND PARKING STALLS 39 <br />12" <br />X <br />18" <br />R7 -8M <br />PROPOSED ZONING: <br />RPUD <br />SURFACE PARKING STALLS 46 (4 ADA) <br />TOTAL 85 <br />30" <br />X <br />30" <br />R5-1 <br />BUILDING GROSS SIZE: <br />39,976 SF <br />24" <br />X <br />30" <br />R6—X1 <br />FLOOR—AREA—RATIO: <br />0.52 <br />BUILDING HEIGHT: <br />2 STORIES <br />(31'-1") <br />PERVIOUS AREA: <br />56,933 SF <br />(1.31 <br />AC) 37.36% <br />IMPERVIOUS AREA: <br />95,465 SF <br />(2.19 <br />AC) 62.64% <br />X g — <br />I �" <br />X o <br />Site Legend <br />EXISTING <br />TOTAL UNITS: 70 UNITS (SEE ARCH PLANS FOR DETAILS) 0 <br />VQ <br />r, <br />v <br />KELLEY PARKWA Y AT ra <br />_ � I <br />G` \ \ <br />F \ <br />— — — — 10' EASEMENT S.1 \ <br />_ 20' PAR ING SET AC — — R412' _ _ / / \ <br />24' a \ <br />_ — \35' BUILDING SETBACK4 R20'-:� C 45.98-' <br />R388 --R15' <br />ilk U X <br />X X X X X X XIX—X <br />POH GAS GAS <br />POH POH POH POH POH rE)POH GAS POH GAS GA <br />POH POH POH <br />POH <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />M <br />WAYZATA BOULEVARD WEST (HENNEP/N COUNTY STATE AID HIGHWAY 112) <br />I hereby certify that this plan was prepared by me or under my Revisions. <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under ffie laws of the State of Minnesota 08/07/17 — City Comments <br />03/20/18 — Final Development Approval Plans <br />%R11L <br />Ryan K Bluhm <br />Date 03/20/18 License No. 41257 <br />pestped; PUB <br />Checked: RMB <br />Drawn: Sn <br />Record Drawing by/&ft <br />Prepared for: <br />PROPERTY LINE <br />EASEMENT LINE <br />SETBACK LINE <br />CURB AND GUTTER <br />FENCE <br />CONCRETE PAVEMENT <br />CONCRETE SIDEWALK <br />STAMPED CONCRETE PAVEMENT <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />NUMBER OF PARKING STALLS <br />TRANSFORMER <br />SITE LIGHTING <br />TRAFFIC SIGN <br />POWER POLE <br />BOLLARD / POST <br />I \ � <br />I � _ <br />\I <br />7� <br />— GAS <br />POH POH <br />—mom <br />X X X <br />Apex HLLC <br />2110 Lyndale Avenue South Suite C <br />Minneapolis, MN 55405 <br />General Site Notes <br />Call 48 Hours before digging: <br />811 or cal1811.com <br />Common Ground Alliance <br />1. BACKGROUND INFORMATION FOR THIS PROJECT OBTAINED BY WESTWOOD <br />PROFESSIONAL SERVICES, ON 06/02/2016. <br />2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES <br />AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL <br />FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO <br />EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE <br />ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. <br />3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND <br />AREAS. <br />4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF <br />BUILDING UNLESS OTHERWISE NOTED. <br />5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND <br />LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. <br />6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS <br />OTHERWISE NOTED. <br />7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. <br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND <br />MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING <br />SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE <br />MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE <br />DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO <br />PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO <br />APPROPRIATE MNDOT STANDARDS. <br />9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN <br />ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL <br />ENGINEER. <br />10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES <br />DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO <br />AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. <br />11. CONTRACTOR TO PROVIDE MUTCD CONSTRUCTION PHASED TRAFFIC <br />CONTROL AS REQUIRED TO PROTECT WORKMEN AND THE PUBLIC. <br />Site Key Notes 0 <br />A 8612 CURB AND GUTTER <br />B PEDESTRIAN CURB RAMP <br />C TRAFFIC ARROW (TYP.) <br />D HANDICAP ACCESSIBLE SIGNAGE AND STRIPING <br />E BITUMINOUS PAVEMENT (SEE DETAIL) <br />F MATCH EXISTING CURB, GUTTER AND VALLEY SECTION <br />G EXISTING CONCRETE CURB <br />H PLANTED AREA (SEE LANDSCAPE PLAN) <br />I CONCRETE SIDEWALK <br />J FLUSH CURB <br />K TRANSITION TO FLUSH CURB <br />L TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) <br />M UNDERGROUND PARKING ENTRANCE <br />N DELIVERY TRUCK PARKING <br />0 EMPLOYEE PARKING <br />P FIRE LANE <br />Q MONUMENT SIGN <br />R INTERIOR COURTYARD <br />S PROPOSED TRANSFORMER LOCATION <br />T PICNIC SHELTER <br />U RETAINING WALL. ALL WALLS OVER 4 FEET IN <br />HEIGHT TO BE DESIGNED BY A STRUCTURAL ENGINEER <br />Orono Senior <br />Housing <br />Orono, Minnesota <br />0' 30' 60' 90' <br />0011740SPP01.dwg <br />Date: 06/19/17 Sheet: 4 OF 13 <br />Site Plan <br />