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Home My WebLink AboutZ-8458 Map 45 sr wa 3 0 a � w o a o> 'a a� a <`R a �S� U� e a SO`n wu� O °�o o M GRAPHIC SCALE IN FEET r 20, 0 20 PROPOSED 6' WOOD PRIVACY FENCE U U F-- 0 LU M Z rr N 3 n Jaa, 4 Y z 0=0 z U a, J V L f _ � J o VACANT S 87057'27" E - 109,28 oT I— w` 0 15 BSL — N ® Cn c/7 0 D CMPSTER n NCLOSURE ao mn — CV cn - 0 10' BSL C) PROPOSED I I o BUILDING V (5015 S.F.) cV LO LO I� I I m wI o M ¢. 'IIrn o Z �I I -- EXISTING POWER POLE TO BE RELOCATED PROPOSED HC RAMP\ ` �IL 33.8' I/ INTERIOR LANDSCAPE W v a n m 71 INTERIOR 3 LANDSCAPE SR 35' Q, v n m (n n CANOPY co LO i . v o BUILDING m CQ,)Q LANDSCAPE o I R:: INTERIOR INTERIOR LANDSCAPE LANDSCAPE 4 SFgCES m .. , 10' GENERAL NOTES: I. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES ON THE PLANS; HOWEVER ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING AN" TYPE OF EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON THE GROUND. THE CONIj ACTOR SHALL MAINTAIN THE UTILITY RETAINING WALL LOCATION MARKING UNTIL THEY ARE NO LONGER NECESSARY. (VARIES 5-6") 2. ARKANSAS STATE LAW, THE UNDERGROUND FACILITIES D;MAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFICATION THROUGH THE AfKANSAS ONE -CALL SYSIEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR=XPLOSIVES (EXCEPT IN THE CASE OF u AN EMERGENCY). THE ONE -CALL SYSTEM TELEPHONE NUtBER IS 1-800-482-8998 THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PEN)LTY FOR NOT MAKING THIS CALL. NOT oa ALL UTILITY COMPANIES ARE MEMBERS OF THE ARKANSAS ONE -CALL SYSTEM: THE CONTRACTOR I IS ADVISED TO CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE -CALL SYSTEM. LOT 2 3• CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE CHENAL COMMERCIAL BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. N VACANT 4. DIMENSIONS GIVEN ARE TO THE BACK OF CURB, CENTER OF PARKING STRIPE, FACE OF BUILDING, N EDGE OF PAVEMENT, FRONT FACE OF INLETS, OR THE PR)PERTY LINE UNLESS OTHERWISE NOTED.. 5. ALL SIGNAGE, PAVEMENT MARKINGS, AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DIVICES (MUTCD). 6. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CIP,/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 7. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 8. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 9. CONTRACTOR TO FIELD VERIFY ALL SURVEY INFORMATION BEFORE CONSTRUCTION. - 10. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING STRUCTURES, PAVEMENTS, AND UTILITIES. 11. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION OF THE PROJECT. 12. THE CONTRACTOR SHALL COMPLY WITH THE LATEST STANDARDS OF OSHA FOR EXCAVATION AND TRENCHING PROCEDURES. 13. CONTRACTOR SHALL COORDINATE THE INSPECTION OF UTILITY AND PAVEMENT CONSTRUCTION WITH THE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES OR PAVING OPERATIONS. 14. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE APPROPRIATE AUTHORITIES. 15. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES BEFORE CONSTRUCTION. IMMEDIATELY REPORT CONFLICTS TO THE ENGINEER. 16. CONTRACTOR SHALL RELOCATE UTILITIES ALONG CHENAL PARKWAY AS NEEDED. COORINATE WITH LOCAL UTILITY COMPANIES. 17. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTEP„ CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 18. 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. 19. CONTACT PUBLIC WORKS AT (501) 918-5217 FOR INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT-OF- WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. I � d' r7 N I' 3 Y cr O o J N o U N w 11' MIN a z w U a- r7 9 POSSIBLE FUTURE CROSS -ACCESS CONNECTION iCD INTERIOR LANDSCAPE INT IOR 24 LAN SCAP �1g PROPdSUM T-SIG-N` I I LANDS APE gNFFER. \ 1 r DEr IO BASIN 3"Ss 42" ENS N II \ 73 52 MATCH EXISTING C -Rive*gY \\ l wq �, \ \ CURB AND SIDEWALK �C15w o TO 01N \�RUNFOFW CT r' r �NGTav �2 i SITE LOCATION iHQ'AL Pen,... n/ / AREA: IMPERVIOUS AREA: 0.75 ACRES DEVELOPED 0.48 ACRES 64% IMPERVIOUS ZONING EXISTING: 0-3 HOURS OF OPERATION PROPOSED: P.U.D. 7 AM to 6 PM M-F 7 AM to Noon Saturday BUILDING SETBACKS: Closed on Sunday FRONT: 25' EX. SIDE: 25' INT. SIDE: 10' INTERIOR LANDSCAPE: REAR: 15' VEHICULAR USE AREA: 15,585 SF BUILDING HEIGHT: INTERIOR LANDSCAPE MAX. NUMBER OF FEET: 25 REQUIRED: 1,248 SF BUILDING COVERAGE: PROVIDED: 1,300 SF AREA: 0.11 ACRES (4,875 S.F.) PERCENT: 8.3% PERCENT: 15% BUILDING LANDSCAPE: PARKING: REQUIRED AREA: 442 SF TOTAL REQUIRED =25 SPACES PROVIDED AREA: 481 SF PROVIDED = 27 SPACES HANDICAP PARKING SPACES: REQUIRED = -2 SPACES PROVIDED = 2 SPACES SANITATION: -SCREENED TRASH CONTAINERS PROVIDED ON SITE, SERVICE NOT LIMITED TO DAYLIGHT HOURS LOT AREA RESTRICTIONS: 14,000 SF MIN, 100' WIDTH MIN. FIRE LANES: -FINAL LOCATIONS TO BE COORDINATED WITH THE LITTLE ROCK FIRE DEPARTMENT WETLANDS NOTE: THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED ON OR NEAR ANY KNOWN DESIGNATED WETLANDS. FLOOD STATEMENT: THERE ARE NO PORTIONS OF THE PROPERTY PLATTED HEREON LYING WITHIN A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FLOOD INSURANCE RATE MAP PANEL NO. 0501810039 F, DATED OCTOBER 19, 2001. OWNER/DEVELOPER: MAIN & MAIN DEVELOPMENT GROUP 1212 CORPORATE DRIVE, SUITE 500 IRVING, TEXAS 75038 817.421.3312 EXT 308 FAX: 817.219.8266 CIVIL ENGINEER/ SURVEYOR: CRAFTON, TULL, SPARKS & ASSOCIATES, INC. 10825 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, AR 72211 501.664.3245 FAX: 5C1.664.6704 ROCK CRFFJ( �fJ JP PRIDE VALLEY RD 9a4o QQ~�� VK1 VICINITY MAP Not ?o Sca(e LEGEND O FOUND IRON PIN SET IRON PIN EXISTING LIGHT POLE EXISTING POWER POLE 1 PROPOSED POWER POLE El EXISTING TELEPHONE PEDESTAL PROPOSED TELEPHONE PEDESTAL EXISTING WATER VALVE H PROPOSED WATER VALVE EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY O EXISTING WATER METER PROPOSED WATER METER O EXISTING MANHOLE O PROPOSED MANHOLE p EXISTING GAS METER PROPOSED GAS METER �L J, EXISTING DROP INLET PROPOSED DROP INLET -X PROPOSED STORM SEWER INLET STRUCTURE NUMBER EXISTING CURB 1206 EXISTING INTERMEDIATE CONTOUR 1206 PROPOSED INTERMEDIATE CONTOUR ------1206-- -- EXISTING INDEX CONTOUR 1206PROPOSED INDEX CONTOUR PROPOSED CURB EXISTING SANITARY SEWER LINE• SS (SPECIFY SIZE & TYPE) SS PROPOSED SANITARY SEWER LINE G — EXISTING GAS LINE —G PROPOSED GAS LINE EXISTING WATER LINE W _ (SPECIFY SIZE & TYPE) W PROPOSED WATER LINE EXISTING UNDERGROUND TELEPHONE UGT PROPOSED UNDERGROUND TELEPHONE UGT EXISTING UNDERGROUND ELECTRIC UGE PROPOSED UNDERGROUND ELECTRIC UGE UGT (FIBER)-- EXISTING FIBER OPTIC —UGT (FIBER)— PROPOSED FIBER OPTIC OH=— — EXISTING OVERHEAD ELECTRIC OHE PROPOSED OVERHEAD ELECTRIC UGTV - EXISTING UNDERGROUND TELEVISION PROPOSED UNDERGROUND TELEVISION UGTV —OHTV EXISTING OVERHEAD TELEVISION OHTV PROPOSED OVERHEAD TELEVISION ____� PROPERTY LINE BUILDING SET BACK -- - --- EXISTING EASEMENT — — PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY C — DOWN GUY EXISTING REINFORCED CONCRETE PIPE OR CORRUGATED METAL PIPE �] NEW REINFORCED CONCRETE PIPE OR CORRUGATED METAL PIPE LITTLE ROCK PLANNING CgMMISSION ' " ' APPROVED,SUBJECT TOTHE NOITIM 2 7 ?009 AS NOTED IN THE PLANNIN*)MIS SION MINUT ORD DATED BY: nATC. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAIN'D 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 OWNERSHIP OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL SPARKS & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL, SPARKS & ASSOCIATES, INC. 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 CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull Sparks engineering 501.664.3245 t 501.664.6704 f www.craftontu Ilsparks.corr, CERTIFICATE OF AUTHORIZATION: •••...."..... O ' ,y OR , TULL �= SPARKS& 7- ASSOCIAIES,INC, y No.109 p Ap'�ANSAS ENbraE�A CHRISTIAN BROTHERS AUTOMOTIVE LITTLE ROCK, ARKANSAS MAIN & MAIN DEVELOPMENT GROUP IRVING, TEXAS Key Plan No. Description Dote 1 REVISED PER TECH REVIEW 5/27/09 COMMENTS This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull, Sparks & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written outhorizoiion of Crofton, Tull, Sparks & Associates, Inc. STATE OF PROJECT NO: ARKWAS ISSUE DATE: 05/04/09 CONTACT: J. kelso r * ** 7'+7� CHECKED BY: REGIS 1T ERED ISSUED PROFESSIONAL FOR REVIEW GIVE R C 2009 Crofton, Tull, Sporks O & Azodotet, Inc. Y SITE PLAN C 1001 R-1 i