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C)2018 Westwood Professional Services, Inc. <br />5.10 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 />— F — <br />X X <br />X7o - a <br />XR 15' <br />R 15' <br />65.42' V X 24' <br />r ------ <br />I S.4 Q <br />4R 15' <br />F g' R1 5' <br />O <br />R2 <br />R50' <br />1 <br />20' <br />X S.1 <br />VQ <br />r, <br />v <br />ci <br />KELLEY PARKWA YAT <br />– 0 – -J-: —;/ <br />X _ <br />10' EASEMENT R412' <br />13 <br />CURB AND GUTTER <br />—X—X— <br />FENCE <br />Site Development Summary <br />CONCRETE PAVEMENT <br />SIZE <br />ZPAR71NGSET <br />AC <br />MnDOT DESIGNATION <br />PROPERTY AREA: 152,398 SF (3.50 AC) <br />PROPOSED PARKING: <br />30" <br />X <br />30" <br />R1-1 <br />EXISTING ZONING: RR -113 PUD <br />UNDERGROUND PARKING STALLS 39 <br />12" <br />X <br />18" <br />R7 -8M <br />PROPOSED ZONING: RPUD <br />SURFACE PARKING STALLS 46 (4 ADA) <br />35.00' <br />I S.2 <br />TOTAL 85 <br />30" <br />X <br />30" <br />R5-1 <br />BUILDING GROSS SIZE: 39,976 SF <br />24" <br />X <br />30" <br />R6—X1 <br />FLOOR—AREA—RATIO: 0.52 <br />BUILDING HEIGHT: 2 STORIES (31'-1") <br />PERVIOUS AREA: 58,522 SF (1.34 AC) 38.40% <br />IMPERVIOUS AREA: 93,876 SF (2.16 AC) 61.60% <br />i <br />TOTAL UNITS: 70 UNITS (SEE ARCH PLANS FOR <br />DETAILS) <br />— F — <br />X X <br />X7o - a <br />XR 15' <br />R 15' <br />65.42' V X 24' <br />r ------ <br />I S.4 Q <br />4R 15' <br />F g' R1 5' <br />O <br />R2 <br />R50' <br />1 <br />20' <br />X S.1 <br />VQ <br />r, <br />v <br />ci <br />KELLEY PARKWA YAT <br />– 0 – -J-: —;/ <br />X _ <br />10' EASEMENT R412' <br />13 <br />CURB AND GUTTER <br />—X—X— <br />FENCE <br />° <br />CONCRETE PAVEMENT <br />20' <br />ZPAR71NGSET <br />AC <br />STAMPED CONCRETE PAVEMENT <br />® <br />R5 R5 K4 <br />24 A — <br />O <br />R1 5' <br />R20' <br />O <br />"a <br />R1 4' <br />I 6, <br />R34' <br />V <br />R44' 24' <br />-� <br />35' BUILDING SETBACK R20'— 24 C 45.98' ` R15' <br />60' R388' --R15 <br />D ' \ <br />R 20' <br />R3 R3' O <br />H _ U <br />�y7 Np�ed J � <br />6 K R15' � R <br />K \ <br />M! ME ��r <br />N <br />fR2\ I \ 1 <br />O I <br />R14' M K R62' <br />20' R38' R38'� <br />�I I <br />•° ° R62' R5' � <br />R34' U D I <br />B O z <br />W N <br />D <br />(Ti O <br />Ml co 1 <br />C <br />I R r <br />U <br />OR5' F z z <br />H FI C) �' I <br />< m m <br />MM ED CD <br />I I I <br />M. <br />1 <br />T a It I I <br />I I I <br />Site Legend <br />EXISTING <br />PROPERTY LINE <br />EASEMENT LINE <br />SETBACK LINE <br />Y <br />�i m <br />CURB AND GUTTER <br />—X—X— <br />FENCE <br />° <br />CONCRETE PAVEMENT <br />CONCRETE SIDEWALK <br />cn z <br />wl <br />STAMPED CONCRETE PAVEMENT <br />® <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />68 <br />NUMBER OF PARKING STALLS <br />Q <br />TRANSFORMER <br />❑-a <br />SITE LIGHTING <br />—�— <br />TRAFFIC SIGN <br />I <br />POWER POLE <br />• <br />BOLLARD / POST <br />Y <br />�i m <br />Y <br />m PROPOSED BOILDING <br />z w <br />:2 <br />I <br />w <br />`� Footprint = 39,1976 s.f. <br />z <br />cn z <br />wl <br />FFE=1028.p S <br />of a- <br />m GARAGE=1017.0 <br />1 0 <br />L O I LIMITS OF LOWER LEVEL GARAGE T <br />I <br />10 <br />R5' <br />35.00' <br />I S.2 <br />GN <br />R0' <br />R20' <br />V 40' <br />d <br />d 50' BUIL ING SET <br />R2 <br />54.87' P I S.3 d R5' R10' A <br />� 30' EASEMENT 20' O— — 24' D R5' <br />R10 <br />R200 ------------ <br />— — — — — — — — — — — — — R44' <br />C C — — — <br />O — — — <br />R200' <br />-------------- _ <br />---------- <br />------------------------ <br />Li�--'��4—�—X—X—X—X—X—X—X�x 10' TRAIL EASEMENT <br />�x <br />GAS <br />POH POH POH POH (POH POH P POH GAS POH GAS GA OAs <br />POH POH POH <br />POH 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 />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 />05/30/18 — City Comm ents/Stormwater <br />07/11/18 — Watershed Comments <br />Ryan K Bluhm 08/06/18 — City/Watershed Comments <br />08/08/18 —City Comments <br />Date 08/08/18 License No. 41257 <br />Ped9ned; PUB <br />Checked: RMB <br />Drawn: SYE <br />Record Drawing by/date: <br />Prepared for: <br />I I <br />I <br />�I <br />I <br />I <br />\I \ <br />I <br />--------- 1 <br />GAS <br />POH POH POH <br />x x x F <br />Apex HLLC <br />2110 Lyndale Avenue South Suite C <br />Minneapolis, MN 55405 <br />Call 48 Hours before digging: <br />811 or cal1811.com <br />General Site Notes 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 />12. THE CONDITION OF THE REGIONAL POND ADJACENT TO THE SITE MUST <br />BE REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO AND WORK. THE <br />POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TO ANY WORK, <br />AND ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR REMOVING ANY SEDIMENT ADDED TO THE POND DUE <br />TO SITE CONSTRUCTION. <br />13. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE <br />VERIFIED WITH VIDEO OR PICTURE. ANY DAMAGE TO THE STREET OR <br />SIDEWALK AFTER WORK COMMENCES SHALL BE DEEMED TO BE CAUSED <br />BY THE CONTRACTOR AND THE OWNERS RESPONSIBILITY TO REPAIR. <br />Site Key Notes O <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 />AND A FENCE PROVIDED. <br />V PROPOSED DRAINAGE AND UTILITY EASEMENT <br />W RAIN GARDEN <br />X TRUNCATED DOMES <br />0' 30' 60' 90' <br />0011740SPP01.dwg <br />Date: 06/19/17 Sheet: 4 OF 13 <br />Orono Senior <br />Housing <br />Orono, Minnesota <br />Site Plan <br />