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HomeMy WebLinkAboutZ-7665 Map 3HALF STREET IMPROVEMENTS CONTINUED SCALE: 1"=40' lab SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 8. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. t SITE NOTESK<* SITE AREA: GRAPHIC SCALE IN (TO CENTERLINE) 6.60 ACRES NET AREA - - - - (LESS EX AND PROP R/W) 5.89 ACRES 40' 0 UNITS PROPOSED: 72 UNITS UNITS/ACRE: 11 IMPERVIOUS AREA: 90,630 SQFT 2.08 AC (357.) GREENSPACE AREA: 165,938 SQFT 3.81 AC (657.) PARKING SPACES REQ: 1.5/UNIT® 72 UNITS 108 SPACES PARKING SPACES PROVIDED: STANDARD STALLS 102 COVERED STALLS 12 HANDICAP STALLS 9 TOTAL PROVIDED 123 BUILDING HEIGHT XX FT BUILDING COVER 33,881 SQFT 0.78 AC (137.) PAVED AREA 47.359 SQFT 1.09 AC (187.) WETLANDS: THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED ON OR NEAR ANY KNOWN DESIGNATED WETLANDS. ' EXISTING oz 3 KIRBY ROAD 0 0 E —gyp-- uHE (50' R/W) o o O cl C'S Q C) —_----- —.--� ----L— OD Of —��CHE - - - - - - - - - - - - - - - Of X CONCRETE DRIVEWAY TO R/W 3 H € ��- - �H F ijl -OHE - Y ------ -- -----1. — ----- - - - - - - sOttTit- I a; 25' RIGHT-OF-WAY EASEMENT - ----N"8-f#) _ ------------- - INST. NO. 77-10437 ------------------- ------ ------ rCONCRETE DRIVEWAY TO R/W -------------------� � KIRBY ROAD - _ ASPHALT ell fm ---%? 86t 7--_-----o - - - - - - PROPOSED 6' DECROTIVE IRON FENCE ` 5 R S,�� _ _ R V RZ ? 2s F N PROPOSED GATE -- r----- ---------- --- - � 3 PART QF TRACT''13 _ � 19 LANSCAPE BUFFER -------- N P OPERT� REBAR OF ---------------------�fiP�S SL $UBE9ELIBACIS--_ __ __ M 6 -B SPR CORNER PROPOSED 6`J GAZER PROPOSED SIGN - WOOD PRIVACY I z '65 25' BUILDING SETBACK RK F ft7 - - n_ f tt- FENCE I - O 4 KEY PAD 5' 6 ! I- Q -- OM N ENCLOSED TRASH 3° - PROPOSED GATE TE o I I I 0 -- FFE=466 FFE=458 r - D1i1APSR LOCATION a 3 -STORY 3 -STORY 12RIP BUILDING BUILDING 4 , 12 RAP I 18 UNITS of 10 18 UNITS -- io 8 6 oMr 11 _ z - x S v7 a U - 6 IL _o © $ STALL o w ' MULTI PURPOSE FIELD - � � u _ M x 9 COVERD Q ky5 A 2A. PARKING / POOL C(.UBHOUSE' N FFE=450 m DO 4 _ - 1P� 05 rn FFE=456 3 -STORY z! �5 12 N BUILDING -- 2 �6© 30 18 UNITS A _464 FUTURE pi PROPOSED 6' FFE 3-STORY COVERED ENCLOSED TRASH N DECORATIVE BUILDING -- PARKING -' DUMPSTER LOCATION -- IRON FENCE 18 UNITS 6 STALL - 0 15 COVERD `� PARKING DETENTION h n Ca� 1} c✓ BUFFER 25' BUILDING SETBACK _ -------- -- 19 DSCAPE BUFFERQlful - - POND - I N 01020' " W 990.50' (M) Q IQ v LZI BARBED WIRE FENCE EXISTING — - — = DS07 REBAR FbUN 7.19' HOF REMAINS OF OLD TO BE REMOVED PROPOSED 6' WOOD PRIVACY FENCE _ PROPERTY CORNER EXISTING FENCE -_ -11 76 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull Sparks ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontullsparks.com CERTIFICATE OF AUTHORIZATION: CRAFTON mL, — SPARKS & D ASSOCIATES, INC. y G7 p 4.P.YAIVSAS ENG\NEk0. i I I i i I i i I i i i s ROWAN PARK AFAR T 110 NTS i LITTLE ROCK ARKANSAS i a i I I Hey PI., s I irFi`ws�S`if `7✓Cd' +'�"' ""�S. .n '_s�3:,_ i I Z - This document, and the ideas and designs incorporated herein, as an Instrument of professional service, is the property of Crafton, Tull, Sparks & Associates, Inc, and Is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull, Sparks & Associates, Inc. SI APJE i PROJECT NO: 108020-00 L'1 ADV N AS ISSUE DATE: 11/30/10 I]lU1!'1 0 CONTACT: J. KELSO * '* CHECKED BY: REGISTERED PRELIMINARY PROFESSIONAL PLANS ENGINEER *** ® 2010 Crafton, Tull, Sparks No. 9407 & Associates, Inc. YJ SITE PLAN I I