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Home My WebLink AboutZ-7854-D Map 2I I n INLET TOPRB320.74 Box 315.02 GRAPHIC SCALE IN FEET CURB INLET EXISTING SCREENED 4 I II I 1 0P 320.22 30' -r FL BOX 314.27 IMPSTER TO REMAIN I II i, II I EXISTING PARKING 1 .W III III III 15 III TO BE REMOVED �_ �— I PROPOSED 6' WOOD _ _ _� . PRIVACY FENCE ; PROPOSED - EXISTING 6 WOOD II L_ PLAY gUplp EXISTING ASPHALT 0 2728 I PRIVACY FENCE TO BE PARKING CO I __-- _-- -- REMOVED ------------------------ 0 12.90141 ' 11® w EXISTING PARKING ! EXISTING ASPHALT TO BE REMOVED DRIVE � A 51.17' ------ ---- ----------- --_ — ----- ---_—_ --------- -- -- - -- -- _ 0 _________ __ _______ J II _ —1 r 1 o PROPOSED F -------- BUILDING -- -BUILDING ADDITION 5,212 SIF EXISTING ONE STORY BUILDING (10,990 SF) ? , I" M t�� GENERAL NOTES 1. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS APE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION OF THEIR WORK. 2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. 3. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. 4. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS, ETC. DURING THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL NOT DISRUPT ACCESS TO ADJACENT PROPERTIES AT ANY TIME DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR SPECIFICATIONS. 6. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND 30' PROPOSED PLAYGROUND EXPANSION 1,082 SF EXISTING ASF PARKING PROPOSED 6' WOOD PRIVACY FENCE t� 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. STANDARD PARKING SPACES HANDICAP PARKING SPACES 46 4 TOTAL PARKING SPACES 50 CURB INLET TOP 316.96 FL BOX 311.84 TARYf SEWER MH TOP IM 319.82 FL 8 N. 314.08 CURB INLET TOP 316.69 FL BOX 311.04 coo UTILITY COMPANIES WATER TELEPHONE CENTRAL ARKANSAS WATER AT&T/SBC 221 EAST CAPITAL AVENUE 1111 W. CAPITAL AVE. LITTLE ROCK, AR 72202 LITTLE ROCK, AR 72203 (501) 377-1225 (501) 373-6594 WASTEWATER NATURAL GAS LITTLE ROCK WASTEWATER UTILITY CENTERPOINT ENERGY 11 CLEARWATER DRIVE 2205 EAST ROOSEVELT ROAD LITTLE ROCK, AR 72204 LITTLE ROCK, AR 72201 (501) 688-1414 (501) 377-4558 ELECTRIC ENTERGY 425 W. CAPITAL AVE. LITTLE ROCK, AR 72201 (501) 377-5614 DRAINAGE do ROADWAY CITY OF LITTLE ROCK 701 W. MARKHAM ST. LITTLE ROCK, AR. 72203 PHONE: (501) 371-4831 ria CENTERPOINT ENERGY 2205 EAST ROOSEVELT ROAD LITTLE ROCK, AR 72201 PHONE: (501) 377-4558 CABLE TELEVISION COMCAST CABLE 1020 W. 4TH STREET LITTLE ROCK, AR 72201 (501) 375-5755 TRAFFIC AND ACCESS CITY OF LITTLE ROCK 621 SOUTH BROADWAY LITTLE ROCK, AR. 72201 PHONE: (501) 329-1800 4 PROPERTY DESCRIPTION LOT 5 EPA TALLEY ROAD ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS PROJECT INFORMATION (0.0 SYMBOLS FOUND IRON PIN BUILDING SETBACK: FRONT 70' LIGHT POLE ---------------------------- SIDE 30' POWER POLE CURB REAR 12' REQUESTED SITE AREA: 1.38 AC. TV PEDESTAL BUILDING SIZE: 10,990 SQ. FT. EXISTING PHASE 1 -._ ... INDEX CONTOUR 16,202 SQ. FT. TOTAL FOLLOWING PHASE 2 BUILDING USAGE: CHILDCARE AND REHAB ZONING: P.I.D WITH I-1 USES ALLOWED SANITARY SEWER LINE INCLUDING CHILD CARE AND REHAB. PROPERTY USAGE: CHILDCARE AND REHAB BUILDING HEIGHT: < 35'-0"' STRUCTURE NUMBER SITE ENGINEER: CRAFTON, TULL, SPARKS & ASSOCIATES, INC. 10825 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, AR 72211 PHONE: 501.664.3245 FAX: 501.664.6704 SITE DEVELOPER: DAVID PREWETT BWWP VENTURES, LLC 220 NORTH KNOXVILLE RUSSELLVILLE, AR 72801 (479) 890-5232 PHONE (479) 880-6057 CELL REQUIRED PARKING: 41 (1 SPACE/400 SF) PROVIDED PARKING: 50 SPACES t .LEGEND (EXISTING) o SYMBOLS FOUND IRON PIN LINEWORK -------------- EASEMENT 0 LIGHT POLE ---------------------------- POWER POLE CURB m TELEPHONE PEDESTAL 1204 0 TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE -._ ... INDEX CONTOUR D SANITARY SEWER CLEANOUT INDEX CONTOUR D SANITARY SEWER CLEANOUT _ —� o GAS METER SANITARY SEWER LINE D4 GAS VALVE GAS LINE —e O STORM SEWER PIPE c GAS LINE x -x STRUCTURE NUMBER • DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) I>< WATER VALVE -----UCT V FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE Cg< AIR RELEASE VALVE UNDERGROUND ELECTRIC 16 FIRE DEPARTMENT CONNECTION --WE—I 0 WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD ----UON • REDUCER UNDERGROUND TELEVISION m ELECTRIC PEDESTAL —arry ' GRATED INLET OVERHEAD TELEVISION ❑ DROP INLET CHAIN LINK FENCE WOOD FENCE TREE BARBED WIRE FENCE rn FIBER OPTIC TREE TO BE REMOVED f� h RIGHT OF WAY LEGEND (PROPOSED) • LS SETS ION�PIN LINEWORK --`--------------- EASEMENT LIGHT BOLLARD POWER POLE CURB ■ TELEPHONE PEDESTAL 1204 ri TV PEDESTAL INTERMEDIATE CONTOUR Q• MANHOLE 120 INDEX CONTOUR D SANITARY SEWER CLEANOUT • GAS METER A ss SANITARY SEWER LINE N GAS VALVE A O STORM SEWER PIPE c GAS LINE x -x STRUCTURE NUMBER • WATER LINE N WATER VALVE FIRE HYDRANT ASSEMBLY TE UNDERGROUND TELEPHONE IBI AIR RELEASE VALVE 1�� FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER an ® BACK FLOW PREVENTER OVERHEAD ELECTRIC • REDUCER FIBER OPTIC F0 PLUG VALVE umv ucry — UNDERGROUND TELEVISION ❑ GRATED INLET wry OVERHEAD TELEVISION 11-011 DROP INLET CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY UNE ROAD CENTERLINE r j FEB 2 7 2015 1 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull 0 engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontLill.com CERTIFICATE OF AUTHORIZATION: 0 'f1p1.�j ' y° CRAFTON, TULL & ASSOCIATES, INC. e of No. 109 IN5A5 ErIa��E"E� LOT 5 EPA TALLEY ROAD ADDITION 5 REMINGTON COVE LITTLE ROCK, ARKANSAS Key Plan No. Description Data This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the Property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. 5.1[tUCTION PROJECT NO: 10807802 COa •'P� ISSUE DATE: 02/02/20'15 �O� THIS CONTACT: B.PETERSON F DOCUMENT IS m CHECKED BY: z PRELIMINARY IN NATURE AND IS NOT PRELIMINARY w A FINAL, SIGNED z PLANS 3 AND SEALED DOCUMENT ® 2015 Crafton, Tull & Associates, Inc. '' NOIJonais� SITE PLAN C 1001