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HomeMy WebLinkAboutZ-8458 Map 3(V�� GRAPHIC SCALE IN FEET 20' 0 20 PROPOSED 6' WOOD PRIVACY FENCE x U d U0 o � U N N a 0 w w r7 � N 0 0 z cv n z ie J D _ J J : Z U w In � Z U w LO EXISTING POWER POLE TO BE RELOCATED PROPOSED HC RAMP \ \ VACANT S 87°57'27" E —t109.28'ci � 20 < 155' BSL cn N I cn v a DUMPSTER n ENCLOSURE ao I- 0 INTERIOR LANDSCAI l 10' I. I , II BSL I I �oPROPOSED BUILDING I (5015 S.F.) mw lIII >ow¢ Mw I I b) II II j 33.8' II � 1 i U o '' 1...5:R..... <v INTERIOR LANDSCAPE J D M m — I 0 INTERIOR LANDSCAPE SR T)r 35' a) LO 0 a c� m cn Z n. CANOPY co LO BUILDING LANDSCAPE INTERIOR LANDSCAPE 4 SPAC 9- ... eS ® , 9 'o„ INTERIOR LANDSCAPE INTE IOR LAN SCAP ?4' I 25 BSf.� PROP OS�'"+t %UM�ENT--SIrN\ I I l CAND APE B�FFFR�\\ l ,. At- 1 -3654, o � � BASIN \ l IFRUN \ For CyVi4C \ \ MATCH EXISTING / \\ N 0RIveW \ l o CURB AND SIDEWALK v / �\ ?00o , T \\�� RU1VFOrIf \\\\\\\ \r l \ II 626 \ O GT 1111111%�7 RETAINING WALL (VARIES 5-6") 3 LOT 2 M CHENAL COMMERCIAL N VACANT 0 (n 10' F�BIL Im s M M N II 3 Y I o: a- a_ � r') J Q O U N w 1IV MIN J Q w U l POSSIBLE FUTURE CROSS -ACCESS CONNECTION GENERAL NOTES: 1. 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 ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL THEY ARE NO LONGER NECESSARY. 2. ARKANSAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFICATION THROUGH THE ARKANSAS ONE -CALL SYSIEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE -CALL SYSTEM TELEPHONE NUMBER IS 1-800-482-8998 THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL UTILITY COMPANIES ARE MEMBERS OF THE ARKANSAS ONE -CALL SYSTEM: THE CONTRACTOR IS ADVISED TO CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE -CALL SYSTEM. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS QF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. DIMENSIONS GIVEN ARE TO THE BACK OF CURB, CENTER OF PARKING STRIPE, FACE OF BUILDING, EDGE OF PAVEMENT, FRONT FACE OF INLETS, OR THE PROPERTY 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 DEVICES (MUTCD). 6. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/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 GUTTER, 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. CHENAL �PARKWA Em PRIDE VALLEY RD TOA7 �' SITE LOCATION Q AREA: IMPERVIOUS AREA: 0.75 ACRES DEVELOPED 0.48 ACRES ZONING: 64% IMPERVIOUS EXISTING: 0-3 HOURS OF OPERATION PROPOSED: P.U.G. 7 AM to 6 PM M—F BUILDING SETBACKS: 7 AM to Noon Saturday 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 LOCA FED 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: 501.664,6704 4 VICINITY MAP NOE'To sale v SIG 1 1�'/r D Otis c� o j c� uuVV � ,\600-482�a9c� LEGEND O FOUND IRON PIN SET IRON PIN .0 EXISTING LIGHT POLE EXISTING POWER POLE T TD PROPOSED POWER POLE EXISTING TELEPHONE PEDESTAL PROPOSED TELEPHONE PEDESTAL EXISTING WATER VALVE H PROPOSED WATER VALVE EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 0 EXISTING WATER METER PROPOSED WATER METER 0 EXISTING MANHOLE Q PROPOSED MANHOLE p EXISTING GAS METER PROPOSED GAS METER EXISTING DROP INLET PROPOSED DROP INLET X-X PROPOSED STORM SEWER INLET STRUCTURE NUMBER EXISTING CURB 1206 - EXISTING INTERMEDIATE CONTOUR PROPOSED INTERMEDIATE CONTOUR 1206 1206 EXISTING INDEX CONTOUR 1206 PROPOSED 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 W EXISTING WATER LINE (SPECIFY SIZE & TYPE) W PROPOSED WATER LINE UGT EXISTING UNDERGROUND TELEPHONE UGT PROPOSED UNDERGROUND TELEPHONE UGE EXISTING UNDERGROUND ELECTRIC UGE PROPOSED UNDERGROUND ELECTRIC UGT (FIBER)— EXISTING FIBER OPTIC UGT (FIBER)— PROPOSED FIBER OPTIC OHE EXISTING OVERHEAD ELECTRIC OHE PROPOSED OVERHEAD ELECTRIC UGTV EXISTING UNDERGROUND TELEVISION UGTV PROPOSED UNDERGROUND TELEVISION 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 O NEW REINFORCED CONCRETE PIPE OR CORRUGATED METAL PIPE LITTLE ROCK PLANNING CO �iSIO 'FTVT.I) i APRO PVED, SUBJECT TO THE CO 'DITIO MAY % 1 2009 AS NOTED IN THE PLANNING CO MI SION MINUTE ORD DATED I _ - BY: "— - DATE: i ENGINEER'S NOTICE TO CONTRACTOR, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE 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 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 CONTRACTOR'S 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 englneeiring 501,664.3245 t 501.664.6704 f www.craftontu Ilsporks.corr, CERTIFICATE OF AUTHORIZATION: =� CRAnOR 11111, SPARKS & p ASSOOAIES,INC. y No,109 p a qA gNSAS Et......c 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 authorization of Crofton, Tull, Sparks & Associates, Inc. gTATE OF PROJECT NO: A �V A A S NJ ISSUE DATE: 05/04/09 t1 11t1 t`1J CONTACT: J. kelso 77����/�*(r'rTt� CHECKED BY: REGISTERED ERFD ISSUED PROFESSIONAL FOR REVIEW GINE R © 2009 Crofton, Tull, Sparks * O & Associates, Inc. Y J K��S SITE PLAN _ /,z7 C 1001 R-1