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Home My WebLink AboutZ-8922 Map 3LEGEIND (EXISTItiu FOUND IRON PIN EASEMENT -3� LIGHT POLE. -------------------------------------- — ----- 'e. POWER PO��, CURB m TELEPHONE PEDESTAL ...... - ..... - •' ................... 1 TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR o SANITARY SEWER CIFANOUT GAS METER SANITARY SEWER LINE D4 GAS VALVE —_----`-- ----c GAS LINE STORM SEWER PIPE E DOWN GUY WATER LINE .(SPECIFY SIZE &TYPE) 171G1 WATER VALVE ------u,r---------ucr-- -C7- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE 1:80 AIR RELEASE VALVE — ^—--um--�--cc`—�- UNDERGROUND ELECTRIC 451 FIRE DEPARTMENT CONNECTION + OHE-T o WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD -----ucrv-----U. m ELECTRIC PEDESTAL UNDERGROUND TELEVISION - —e N— — OVERHEAD TELEVISION GRATED INLET ,III •, ---• CHAIN IINY FENCE II �� DROP INLET WOOD FENCE s 'a BARBED WIPE FENCE TREE. ---'c—----'c— _., FIBER OPTIC RIGHT OF WAY TREE TO BF REMOVED ROAD CENTERLINE ?a s C(;FNI1 �I'ROPOSED1 C SLI IRONPIN-__.--.-��_._.�._.__,.,__.._.._.-._. EASEMENT a LIGHT POLE POWER POLE CURB 2 TELEPHONE PEDESTAL ----122*3 E TV PEDESTAL INTERMEDIATE CONTOUR 9 MANHOLE 1`t= INDEX CONTOUR SANITARY SEWER CLEANOUT s. a GAS METER SANITARY SEWER LINE GAS VALVE STORM SEWER PIPE GAS LINE �! STRUCTURE NUMBER • e LINE WATER !^� WATER VALVE - FIRE HYDRANT ASSEMBLY _ UNDERGROUND TELEPHONE No AIR RELEASE VALVE ---us ; •..e.. }--------• .4. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC 0 WATER METER OVERHEAD ELECTRIC 10 BACK FLOW PREVENTER A REDUCER FIBER, OPTIC M➢ PLUG VALVE �� DROP INLET, GRATED INLET UNDERGROUND TELEVISION OR JUNCTION BOX (SPECIFY ON PLAN PLAN SHEET) OVERHEAD. TELEVISION ——� CHAIN LINK FENCE �F - WOOD FENCE I i , I I ' I I I I I I I I I � k a 1 I I ' I I I II I I I I I I ! I 1 t ! I I I � I I I 9U.L DING SIFT BACK, RIGiiT OF WAY PROPERTY LINE ROAD CENTERLINE I NOTES: 1. SITE LIGHTING WILL BE LOW—LEVEL AND DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE. 2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. THERESSA HOOVER METHODIST CHURCH L �.. --------------- -------------------------------------------------- --------------------------- PROPOSED CONCRETE APRON PROPOSED W. 12th STREET STREET LIGHT MATCH EXISTING %MATCH EXISTING CURB AND GUTTER 7ASPHALT a CD �l 1 ��' OPTIONAL 6' WOOD PRIVACY i 6' DECORATIVE C FENCE +11 — METAL FENCE 11 I 18 _ 24' MATCH EXISTING CURB AND GUTTER OPTIONAL 6' DECORATIVE METAL FENCE PROPOSED STREET LIGHT PROPOSED STRIPING ISLAND PROPOSED HC SPACE (TYP.) PROPOSED HC SIGN (TYP.) t; 24' 18' OPTIONAL i L I f 6' DECORATIVE t�GENERALNOTES METAL FEN¢Z I W/ 6 GATE 1. 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 PROPOSED! DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER CONCRETE! I LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF SIDEWALK I THE ACTUAL PORTION OF THEIR WORK. 2. 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 v W ! OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER /I LtJ ! TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS Nor INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS 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 I SERVICES, IS THE PROPERTY OF GRAFTON TULL INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE Q ! WRITTEN AUTHORIZATION OF GRAFTON TULL INC. ! 4. 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 C..) ! CONSTRUCTION. 7' I I 5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED ON THE PLANS PROPOSED ! f AND/OR SPECIFICATIONS. CURB AND ! 6. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL ! I GUTTER j EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. ! 7. CRAFTON TULL INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRCCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR r PROPOSED 1 A PORTION OF THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CTA ASSUMES NO STREET LIGHT 1 RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION Of THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND PROPOSED CON13JETE---------- I APRON ! ----- --- ___—_____---- PROPOSED ; — HC RAMP ; I W/TACTILE I I PANEL ! L- r OPTIONAL 6' DECORATIVE METAL FENCE; ! MATCH 4XISTIN13 ASPHALT I I ! PROPOSED STREET FIGHT , i , I ' , i PROPOSED CONCRETE I SIDEWALK I I I I I I I PROPOSED STREET LIG�T i i i I I I o PROPOSED \---- W. 14th STREET o HC RAMP MATCH EXISTING o W/TACTILE ASPHALT PANEL off� PROPOSED CROSSWALK STANDARD PARKING SPACES 47 HANDICAP PARKING SPACES 2 TOTAL PARKING SPACES 49 91 PARKING LIGHTING PROPOSED CURB AND GUTTER 24' PARKING LIGHTING O 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 CTSAS SERVICE AGREEMENT WITH THE OWNER. SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 2. 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. 3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 8. 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. 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. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, ILL BE SOLELY AND Arkansas 0'r e C a I I COMPLETELY THE RESPON BLETOR FFORWCONDITIONS 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. Know Mats below, 9 Call before you d1g. 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 WITH OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. NOTIFICATION OF LIMITED SERVICES GRAFTON, TULL & ASSOCIATES, INC., IOTA) 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, THE CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT THE CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION AND ADMINISTRATION 0 THESE DOCUMENTS AND/OR DEVIATIONS THEREFROM AND THE EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPETED PROJECT, EXCEPT AS SPEC— IFICALLY REQUIRED IN THE CTA's SERVICES AGREEMENT WITH THE OWNER. 10825 Financial Center Parkway, Suite 300 Little Rock: Arkansas 72211 Crafton Tull 0 engineeringlsurveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: ' ,,,o F A .......... GRAFTON, TULL & �... ASSOCIATES, INC. ➢. oc No. 109 ,0 ZO' AS EIIGW�� 13th STREET AND CEDAR STREET PARKING LOT CITY OF LITTLE ROCK LITTLE ROCK, ARKANSAS Key Plan AStL Vic.l Gy r iOIV MIND BY: DATE: No. Description Data 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. O�S.jgUCTION .. PROIECT NO: 251-138 Q.THIS � • �FLi ISSUEDATE 02/26/14 FO DOCUMENT is CONTACT: B.PETERSON Z PRELIMINARYIN CHECKED BV: NATURE AND IS NOT PRELIMINARY w AFINAL,SIGNED o PLANS N, AND SEALED DOCUMENT° �y ®2014 Crafton, Tull&Associates, Inc. !\ 0° l '' Noi.Lonti1s C� 1 FEBn2 6 Z514 I