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Home My WebLink AboutLS-2000 Map 1EXISTING FIRE HYDRANT TO REMAIN EXISTING 8" WATER LINE i c LEGEND (EXISTING) o SYMBOLS FOUND IRON PIN LINEWORK EASEMENT LIGHT POLE ---------------- ----------------------------------------------- �2 POWER POLE CURB m TELEPHONE PEDESTAL -- [� TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR _ W o SANITARY SEWER CLEANOUT GAS METER --ss—_s------a---$ SANITARY SEWER LINE >4 GAS VALVE ---G---G---°---G---G---c— GAS LINE - STORM SEWER PIPE --"'---W---W---•---W— DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) >a WATER VALVE —wT WT— UGT FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE C8� AIR RELEASE VALVE —UGE---i --UGE--{---UGE---{r— UNDERGROUND ELECTRIC FIRE DEPARTMENT CONNECTION __—ONE— 0 --WE- 0 WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --ucry--ucrv---ucrv---UGW m ELECTRIC PEDESTAL UNDERGROUND TELEVISION r —GHry —oxry —Gxry —oHry OVERHEAD TELEVISION GRATED INLET CHAIN LINK FENCE I; DROP INLET WOOD FENCE BARBED WIRE FENCE TREE FIBER OPTIC RIGHT OF WAY y TREE TO BE REMOVED Imo, aa�> ROAD CENTERLINE SAWCUT, REMOVE AND REPLACE EXISTING DRIVE (SEE UTILITY PLAN) PER ASPHALT STREET REPAIR DETAIL t� LEGEND (PROPOSED) SYMBOLS K • SET IRON PIN EASEMENT LIGHT P OLE 4k POWER POLE ■ TELEPHONE PEDESTAL 0 TV PEDESTAL QQ MANHOLE o SANITARY SEWER CLEANOUT ♦ GAS METER N GAS VALVE O STORM SEWER PIPE STRUCTURE NUMBER N WATER VALVE —#*4- FIRE HYDRANT ASSEMBLY No AIR RELEASE VALVE �r FIRE DEPARTMENT CONNECTION • WATER METER B BACK FLOW PREVENTER ♦ REDUCER PLUG VALVE RECTANGULAR DROP INLET, GRATED INLET OR JUNCTION BOX (SPECIFY ON PLAN SHEET) CIRCULAR DROP INLET, (RATED INLET OR JUNCTION BOX (SPECIFY ON PLAN SHEET <r YH C5 e CURB INTERMEDIATE CONTOUR 1205 1205- INDEX CONTOUR SANITARY SEWER LINE a GAS LINE WATER LINE • wr uer UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC •• 1 •e OVERHEAD ELECTRIC a FIBER OPTIC WY UNDERGROUND TELEVISION —ww---G"N---°RN---°NN OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE ~— CHAIN LINK FENCE — BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE z m Q U � cD 0 W D w w za,zzcn man a_ w ZE :5 H U V U Q a xoNNN I EXISTING GRATE INLET 11r TO REMAIN 0 PROPOSED ILAR DUTY ASPHALT BENCH BY OWNER PROPOSED 6' ASPHALT TRAIL PROPOSED STRIPING ISLAND (PROPOSED HC PARKING SPACE (TYP.) 0 it 7 - MATCH EXISTING ASPHALT Fli PROPOSED HC SIGN CONCRETE SIDEWALK 1 PROPOSED WOOD STAIRS (SEE ARCH. PLANS) BENCH BY OWNER R5 PROPOSED WOOD DECK (SECOND FLOOR) (SEE ARCH. PLANS) PROPOSED MODULAR BLOCK RETAINING WALL MATCH - EXISTING ASPHALT GENERAL 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. 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 OF THEIR WORK. 3. 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. 4. 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. 5. 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. 6. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR SPECIFICATIONS. 7. 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 LOCAL REGULATIONS. 8. GRAFTON, TULL, & ASSOCIATES, INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CIA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND THE EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPECIFICALLY REQUIRED IN THE CRAFTON TULL & ASSOCIATES SERVICE AGREEMENT WITH THE OWNER. PROPOSED AWNING (SEE ARCH. PLANS) MATCH EXISTING CONCRETE PROPOSED CONCRETE SIDEWALK PROPOSED GRAVEL DRIVE PROPOSED CONCRETE TRANSFORMER PAD PROPOSED MODULAR BLOCK RETAINING w MATCH EXISTING GRAVEL PROPOSED CONCRETE PAD tt�lSITE 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. 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. 10825 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 CTA PROJECT #: 14803900 „ " OF ...... CRAFION, TULL & ASSOCIATES, INC. No. 109 yi> �RrANSAS EM1O�HE�.e. GRAPHIC SCALE IN FEET 20 0 20' Arkansas One Call Know what'sbelow. Call before you dig. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY YELVINGTON ARCHITECTS. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS WITH THE ARCHITECT, CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. Z V/rS ^ E N U N U y W ❑ �L U or O Q T a Z ♦U Ir J 0Uj Z 7zUWj L L7 r v p� 6 L /c 0 ItO o 0 W ill W U 3 Q 5 m AL W Cn (a )` 03 Q C ;; .6111111111 ♦^ 0v�-, N Q J 70 Cz waft cc 0) ■ E 70 0 Q O N /gTATE pp"� ARKANSAS No. 13217 REVISIONS I DATE SITE PLAN April 212015 1467 L+ 7 DATE JOB NO. C-101 SHEET OF