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LEGEND (EXISTING) o FOUND IRON PIN -E LIGHT POLE 'Q POWER POLE m TELEPHONE PEDESTAL (� TV PEDESTAL O MANHOLE O SANITARY SEWER CLEANOUT A GAS METER I>4 GAS VALVE STORM SEWER PIPE DOWN GUY G4 WATER VALVE FIRE HYDRANT ASSEMBLY C8� AIR RELEASE VALVE 16, FIRE DEPARTMENT CONNECTION 0 WATER METER (9 SPRINKLER HEAD m ELECTRIC PEDESTAL �I I � J GRATED INLET rr=,� Ij DROP INLET LL =JJ TREE eXA J `l TREE TO BE REMOVED EASEMENT CURB INTERMEDIATE CONTOUR INDEX CONTOUR SS SS SANITARY SEWER LINE G G GAS LINE W WATER LINE (SPECIFY SIZE & TYPE) U GT UNDERGROUND TELEPHONE —UGE UNDERGROUND ELECTRIC OHE OVERHEAD ELECTRIC U GTV UNDERGROUND TELEVISION OH TV OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE FIBER OPTIC RIGHT OF WAY ROAD CENTERLINE LEGEND (PROPOSED) SYMBOLS LINEWORK • SET IRON PIN EASEMENT LIGHT POLE POWER POLE ■ TELEPHONE PEDESTAL 1311 TV PEDESTAL •Q MANHOLE O SANITARY SEWER CLEANOUT ♦ GAS METER N GAS VALVE ® STORM SEWER PIPE z-x STRUCTURE NUMBER ►� WATER VALVE -+*4- FIRE HYDRANT ASSEMBLY 161 AIR RELEASE VALVE 14 FIRE DEPARTMENT CONNECTION • WATER METER ■ BACK FLOW PREVENTER REDUCER ro PLUG VALVE INLET, GRATED INLET FT]DROP OR JUNCTION BOX (SPECIFY ON PLAN SHEET) CURB t INTERMEDIATE CONTOUR 1205 INDEX CONTOUR SANITARY SEWER LINE GAS LINE WATER LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC FIBER OPTIC UNDERGROUND TELEVISION OVERHEAD TELEVISION O— CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE CHTV KI ;e 00 GENERAL NOTES W� _ e` Ult — _ W GRAPHIC SCALE IN FEET `� ENT RE GY EASEMENT _ � — _ tT `�39-- ISTING ASPHALT HEAVY DUTY - CONCRETE APRON MATCH- - EXISTING ASPHALT CONCRETE APRON _ MATCH EXISTING s-� \_CURB AND GUTTER Arkansas One Call WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION 1. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY OF CRAFTON, TULL & ASSOCIATES, INC. UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE 4. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR PROPERTY OWNERS, PEDESTRIANS, ETC. DURING THE CONSTRUCTION OF THIS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PROJECT. THE CONTRACTOR SHALL NOT DISRUPT ACCESS TO ADJACENT PROPERTIES DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR AT ANY TIME DURING CONSTRUCTION. DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL DISCREPANCY OR INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR Q OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY SPECIFICATIONS. VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE 6. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL ' ACTUAL PORTION OF THEIR WORK. REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES 2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL below. Know be IOW. PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY REGULATIONS. what's RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT Call before di WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE y OU g . 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 sS 1 t�SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, RESTRICTIVE. ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY 7, CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN PRIOR TO CONSTRUCTION START. SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS 8, CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, ONLY. AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY STANDARDS. AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT VEHICULAR TRAFFIC TO AND FROM THE SITE. LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING LITTLE DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. ,4S 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. Y 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 10625 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTI FICATE OF AUTHORIZATION: `- CRAFTON TULLE t-'= ASSOCIATES, INC. D = oe. No. 109 v =� ' qfNSAS EIfK\\k n,e•,•o• CHENALCURVE CAR WASH LITTLE ROCK, AR Key Plan Na. Daunpean Date IN 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. PROJSTATE OF ISSUEDATE: 0310 /20 ARKAN�°b'AS ISSUE DATE: 03/07/2074 xA CONTACT: B. PETERSON CHFCKED BY: RE IST D ISSUED FOR PR PERMIT E *** 50� 02014 Crafmn, Tull No. 13217 &Assoc ores, Inc. '9Q� � Fy A. PEA SITE PLAN 3/21/14 C-101