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Home My WebLink AboutZ-8866 Map 2(01 LEGEND (EXISTING) SYMBOLS LINEWORK o FOUND IRON PIN 3 LIGHT POLE TST POWER POLE m TELEPHONE PEDESTAL m TV PEDESTAL O MANHOLE o SANITARY SEWER CLEANOUT GAS METER D4 GAS VALVE -------:3 STORM SEWER PIPE c DOWN GUY D4 WATER VALVE ~� FIRE HYDRANT ASSEMBLY C�1 AIR RELEASE VALVE FIRE DEPARTMENT CONNECTION O WATER METER ® SPRINKLER HEAD m ELECTRIC PEDESTAL �l GRATED INLET rr=�� II li DROP INLET LL zJJ TREE ' + si TREE TO BE REMOVED EASEMENT CURB INTERMEDIATE CONTOUR INDEX CONTOUR SANITARY SEWER LINE SS SS GAS LINE G G WATER LINE (SPECIFY SIZE & TYPE) W UGT UNDERGROUND TELEPHONE U GE UNDERGROUND ELECTRIC OHE OVERHEAD ELECTRIC U GTV UNDERGROUND TELEVISION OHTV OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE FIBER OPTIC RIGHT OF WAY ROAD CENTERLINE ce LEGEND (PROPOSED) GRAPHIC SCALE IN FEET 20' 0 20' — Ifts. VpU/t `160 EN`GY EASEMENT — / / MATCH EXISTING w� 3 CURB AND GUTTER MATCH � --- � 9 Rq PROPOSED EXISTING ASPHALTOSSWALK ` �� - _ HEAVY DUTY- s6 — — �� CONCRETE APRON 6i o� MATCH — - - / 60� 0/1°^a EXISTING ASPHALT— \EAVY-BUTS. CONCRETE APRON MATCH EXISTING- -____ ' SYMBOLS uNEWOaK ; e q \ • SET IRON PIN EASEMENT \ LIGHT POLE \ '4L POWER POLE CURB ■ TELEPHONE PEDESTAL 1206—� INTERMEDIATE CONTOUR 0 TV PEDESTAL \ \ \ Q MANHOLE INDEX CONTOUR o SANITARY SEWER CLEANOUT \ \•,__\ ., .,\ tr • GAS METER SANITARY SEWER LINE N GAS VALVE V �� GAS LINE O STORM SEWER PIPE \ x-x STRUCTURE NUMBER WATER LINE N WATER VALVE \ \ \ \ \ FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE 10 AIR RELEASE VALVE \ \ ~ \ �%. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC t • WATER METER ■ BACK FLOW PREVENTER OVERHEAD ELECTRIC • REDUCER FIBER OPTIC \ _ PLUG VALVE UNDERGROUND TELEVISION DROP INLET, GRATED INLET \ ® OR JUNCTION BOX (SPECIFY OHTV \ ON PLAN SHEET) OVERHEAD TELEVISION CHAIN LINK FENCE o \ \\ \\ \ \`: WOOD FENCE X X v BARBED WIRE FENCE BUILDING SET BACK \ \ \\ RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE t� GENERAL NOTES Arkansas C7 n e C a II 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 INCCNVENIENCE 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 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 a 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 CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY REGULATIONS. Know what's GQQ oW. RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT all before you dig. 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 t�'7 SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. 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. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SS ftft 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. 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. Uk i API\ AS r I,11NIJlE P - 3?i C IiGI . BY: �^ DATE: 3 /L Ljl 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering 1 surveying 501.664.3245 t 501,664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: ,.............„ `Lu. CRAFTON, TULL& D= ASSOCIATES, INC K No. 109 z,y o gRKANSAS EtKr��E�0. CHENAL CURVE CAR WASH LITTLE ROCK, AR Key Plan No. Description Date 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 authoriution of Crafton, Tull & Associates, Inc. STATE OF PROJEDATE: 03/0 /2 0 , RK N , AS ISSUEDATE: 03/07/2014 �(x�� CONTACT: B. PETERSON CHECKED BY. RE IST ED ISSUED FOR PR PERMIT E R *** O� No. 13217 50� 02014 Crafton, Tull&Associates, Inc. FY A. SITE PLAN 3/21/14 C-101