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Home My WebLink AboutZ-8866-A Map 1----- 300 - -_ `_ - --♦ _- ``_` 10825 Financial enter Parkway, Suite -- -` ----------- - - - - = ````\, \ \ - Little Rock, Arkansas 72211 - - Crafton Tull ® engineering _PROPOSED I surveying , '------__ --------- `^\\` � - SIDEWAY- 501.664.3245 t 501.664.6704 f t SEVER \- --- - -_ ��° MN t-t Y \ \ TACTILE PANEL - - - _ - /------- SCALE vrvwcr u com / s `` GRAPHIC LE IN SET (TYP.) - _ _ CERTIFICATE OFAUTHORIZATION: ,oi""F"""��,� \\ - --- - `� PROP.QSED _ 30 30' P1� 0 AUjy� , MH 1-2 -_ �` SERvice _-SIGN' - MATCH EXISTING PAR PDSED - - - _ _ CRAFTON, TULL & D L• 496 & THERMOPLA� C -CURB AND GUTTER DUMPSTER ENCLOSURE - - - - ASSOCIATES, INC. OSED STOP BAR �- No. 109 ` \ ON PAD PROP Q ESE_ TO BECSCREENED o ti \ \ TRENCN APRON w/a L \ \ DRAIN 79.L - r r �� RETA ING - - &STATED ° msAS EKd"e�" IN o sr --- - I, - \ WALL \\ t P - - - _ oTI` O sETt ot2s c . e Z_I \ yT \__ - - -- 396" PVC \ \ _ t• PVC RECIRCULATION STORM L1NE2 StllEtt of s ,.,J ` ` q` �N • 0\0 A p & � -- -- - " \ \ LINE CONNECT TO EX EXISIL C1� a RE LwE WATER RE EX ANDMANHSEALOLE w/s �` ` \ ` �k - - CUTBHUI� A�GU�TTER o ® SYSTEM - 1ERGY ESMT - 90° BENo 1 ♦ i' - �- \ �` �` 'PROPOSED -` BLOCK rHRusr I- PROPOSED ' - _ �O\ CONCRETE ' \ \ \\ orrly� �y ® 3 Y PVC i HANDRAIL /��' � _ �� APRON oo ` \... �1 OH� a-1 100. AP� EAI� �P4 \sign \ sj TG� y 370 `` » 7t ---- + ''T `?oo' �2C E c PROPOSED \\\ yFgl/Y Ol" " i - EX BERG �j7�R- A W �q `�R 63 LF. OF � / CONCRETE ss\ q$pygpUry ��0• \ _ MT ' °LE RO(, l Ljn/� 201 �\ \ e CLASS 200 ® �: SIDEWALK \ (T R}.0' ^. \ Sig VC SANITA� PROPOSED \ \\\ \ w/+• CE ® IELD° SIGN & / 8 PROPOSED arker BLOCK ® H S 7S HC SIGN (TYP.) \ V \ 1ST 11' PROPOS STRTOP BAC (Gy�2.p% PROPOSED ��c 46.0' PROPOSED 30' 'G FITTER \ SID h�1P / y PROPOSED HC y. Sp pU \ "STOP' SIGN CURE AND I -optic Iqn ILE P E J� PARKING �Y q & l�i€E?MOPLASTIC x, UTT - �\ p (T S I ER \1 �e sign T P� (TYP.) PRO SED HC P BAR 2• 90• Elf 1 0- 2g s 2D.0 \ \ /CONC. TH o" t R P W/ TACTILE 401 FIRE HYDRA \�\ IGN BLOCK r� J NEL ASINC.SEM7�HRUS 47 .' �, R10.0' 68" PR OSED PAINTED • E 0 PROPOSED �' ` STRIPING ISL AU WHO wuPROPOSED l v � � � �, TYP.) B I 21QWBEffE .,,,,... S01031'42' THERMOPLAS o_ / 1 SPAGIESWALK c o • ROSSWALK 88 06 18 VV 284.20 3 F. of 04 PACES/1 S.F.SF' PROPOSED PROPOSED HC R20.0' 3 ' T SE CORNET P 1CLY a ROPOSEp 0 \ HC SIGN (TYP.) RAMP W/ TACTILE SEC 36. 1 • SET IRON PIN EASEMENT D WITH PANEL \ ,i " PANEL LIGHT POLE Rtt CDLLL RD "'i> � 0' 1 • ®• 0 POWER POE CURB \ Op. 4 v �6 / JCti \ I PROPOSED I CONCRETE �T 4F0 0�� R5 O' p q$A pU PROPOSED HC PARKING �a RETAINING ® N $80 06' ■ TELEPHONE PEDESTAL 1206 - APB °Y.. q( % (TYP.) I WALL 0 TV PEDESTAL INTERMEDIATE CONTOUR '� MANHOLE INDEX CONTOUR 1za5 CONCROPOS�DD �. .: 9�2� �Q�� o SANITARY SEWER CLEANOUT \ �. \..., R1O p 9 R5A' '',,_` ,, _. % """ lot " hIOTE. SIGN NOT TO BE PRO V p• / SIDE VIEW • GAS METER SANITARY SEWER LINE - ,. '�.�' 2.0, �F LOCATED WITHIN A ►� Gas VALVE SIDEWALK RA P W \ 2.5 � � �- / i t� STORM SEWER PIPE GAS LINE TACTILE PANEL TI4Af�1CaULAF$ AREA 50 g I o- p/ 9 7FEET (TYP.) 5xl5' Water �s �� OhTpU SED C Y iTIiV, v INTERSECTING ROW LINE STRUCTURE NUMBER WATER LINE Instr. # 90-39a08'-�`, sec. � IPI G AND � \ I I " N WATER VALVE \ Tl' V, % -A S FIRE HYDRANT ASSEMBLY T �' ( cy 15,. / � o' (I / A "THE iNTE S' TPON UNDERGROUND TELEPHONE \ /r n 8 q$O OUY77' I OF KIRK ROAD € ND THE AIR RELEASE VALVE PRIVATE STREET ..�,. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC \ 12 22'D • WATER METER �. PR', SED ..\\ \ N 0 , °§ ' OVERHEAD ELECTRIC LION LAND' 12 0 Hq(j� / 12 �� 0 a arg�s �')i, B BACK FLOW PREVENTER \ r ` ♦ REDUCER PROPOSED - R3.5 R FIBER oPnc 5' PLUG VALVE MOPZA �yF n 0 DROP INLET, GRATED INLET UNDERGROUND TELEVISION ;�'t(\ OPR Nq( ATYR)q� ��\\ 11 / (I yT PROPOSED 5 J J ® OR JUNCTION BOX (SPECIFY ,`e \ \^�. JOH $pH Uj PAINTED Q ON PLAN SHEET) OVERHEAD TELEVISION STRIPING a 90. ¢ a b N Brick $asp u I��T, r CHAIN LINK FENCE '�� \ \ • - \ (j = 12 5' Purn6shad .�._.. - 1( ,, > :� ` �t 1 •F„ v P S EY v v ATCH EXISTING WOOD FENCE W %CUR ND v (p HFq� 14 ��0• �/, .,a .. x \ \ GUTTER I I , e , SF gSPy pUTy 22.0' 20.0' o.\ q BARBER WIRE FENCE \ •_ \ \ \ PROPOSED e�s'c �'C� � \ qCk R3.5' (� I NOT TO SCALE. All measurements are approximate and not intended for productions ptapases. Site Survey May be required. SIGN ,\4 BUILDING SET BACK 14 �\ \ \ \ \ \ \ \ \ \ \ 13SIGN A RIGHT OF WAY \ \ \ \ \ PROPOSED (I 1jE PROPERTY LINE \ CONCRETE, yT " -- - - - -- \ " \\ \\ SIDEWALK U ROAD CENTERLINE \ \ \ \ w Sp, 14 28.0' I 8 SIDE VIEW HEAVY DUTY ASPHALT v v v v y r PROPOSED \ \ \ LIGHT DUTY ASPHALT \\" \ \ \ ., D o g' 2"6 ., r , �, � ,- A pj "r�fTE;9f� i,FTb'. SR'f.lar€�1e b a.am a 1 CURB N R,.MATCH EXISTING SIDEWALK E CONCRETE PAD \ \ I 4. a 1 CONCRETE SIDEWALK \ �1 PROPOSED SIGNS AND SIGN LOCATIONS FOP. CHENAL CURVE RETAIL CENTER G;? GENERAL NOTES CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. 1. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF 3. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC., AND IS NOT TO BE THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT USED, IN AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS 4. WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN c. TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. U THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 5. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF ADJACENT PROPERTY OWNERS, PEDESTRIANS, ETC. DURING THE RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFICATION OF THEIR CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL NOT DISRUPT LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION ACCESS TO ADJACENT PROPERTIES AT ANY TIME DURING CONSTRUCTION. 0 OF THEIR WORK. 6. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A ? 2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY DISCREPANCY OR INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY SPECIFICATIONS. n`- AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, 7, CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF VEy INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND ' LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO LOCAL REGULATIONS. CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE w `3s auf 0 4 C ! , SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SPECIFICATIONS. SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY RESTRICTIVE. OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREW 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION START. ONLY. 8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, STANDARDS. DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, VEHICULAR TRAFFIC TO AND FROM THE SITE. SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERNISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT Brlckaase Fumithed by Calmer AIIIIIIIIIIIIIIIIIIII NOT TO SCALE. All measurements are approximate and not intended for productions purposes. Site survey may be required. SEP 2 3 2015 THIS DOCUMENT. AND THE IDEAS AND UEStONb INCORPORATED HEREIN, AS AN INSTRUMENT OF ISSUE DATE: 03/07/2014 : Liar 1�J 0 PROFESSIONAL SERVICES; IS THE PROPERTY OF CRAFTON, CONTACTB. PETERSON TULL & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH CHECKED6Y: REGISTERED GISTERED OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL PROFESSIONAL & ASSOCIATES, INC. ISSUED FOR ENGINEER NOTIFICATION OF LIMITED SERVICES CRAFTON, 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, 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 COMPLETED PROJECT, EXCEPT AS SPEC- IFICALLY REQUIRED IN THE CTA's SERVICES AGREEMENT WITH THE OWNER. CONSTRUCTION s'y 50 ® 2074 Crafton, Tull & Associates, Inc. No. 13217 1FY A. P�c� SITE PLAN