The URL can be used to link to this page

Home My WebLink AboutZ-8866-A Map 3--- ---------- MH 1-1 �a QOg MIN I-2 Ell1; • SET IRON PIN EASEMENT LIGHT POLE )I POWER POLE CURB ■ TELEPHONE PEDESTAL 1206 IN TV PEDESTAL INTERMEDIATE CONTOUR Q MANHOLE 1205 - INDEX CONTOUR SANITARY SEWER CLEANOUT ♦ GAS METER SANITARY SEWER LINE ►� GAS VALVE O STORM SEWER PIPE GAS LINE z-z STRUCTURE NUMBER WATER LINE N WATER VALVE +04- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE ON AIR RELEASE VALVE .F. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER OVERHEAD ELECTRIC B BACK FLOW PREVENTER ♦ REDUCER FIBER OPTIC PLUG VALVE DROP INLET, GRATED INLET UNDERGROUND TELEVISION ® OR JUNCTION BOX (SPECIFY ON PLAN SHEET) OVERHEAD TELEVISION CHAIN LINK FENCE o WOOD FENCE X BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ----------- ROAD CENTERLINE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT CONCRETE PAD CONCRETE SIDEWALK 8' RECLAIM LINE �9 9� 9 _PROPOSED ` SIDEWALK SANITARY SEWER \ — TACTILE PANEL- (TYP.) — - -- -� PROP--SED sERwcE ---- i-----_ U 496.67 & THERMOPLASTIC - - OSED STOP BAR APRON W/o( - g�g I �5 . o•any Carta. _6-PVC O PVC RECIRCULATION SYSTEM ' 1-1/2' 90° BEND W/CONC. THRUST BLOCK ]_3-3, PVC , - 63 LF. OF 00) a WALL STORM SEWER ��II LINEZ CONNECT TO EX' MANHOLE W/8' AND SEAL rj- EX 'TERry r PROPOSED )" SIGN & PROPOSED HANDRAIL N Of 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 EE 4s''� Crafton Tull — — ® � ® engineering surveying 501.664.3245 t 501.664.6704 f GRAPHIC SCALE IN FEET www.craftontull.com — CERTIFICATE OF AUTHORIZATION: 00 /// MATCH EXISTING - PROPOSED CURB AND GUTTER - — — _ _ _ _G cRAFroN, TULL& �- DUMPSTER ENCLOSURE E - _� o ON CONC. PAD as No. iD9 S IAIE3, INC \ PROP ED TO BE SCREENED - - —� - yJ -- \� RETAINING - - \ \ & GATED I -_ WALL - n — — ",q�"gNaAS EWI\w�,'% s•_ �� _ MATCH EXISTI G AP_ IGn v °e -CU B AND G R o �— \ \Lo PROPOSED \ CONCRETE \ o ` ` �- -- OHC- APRON 1®Oj E oAldEASE 11 CONCRETE S 1b SIDEWALK SS\\gSpHgDTTY R\0 ` tdFER MT LE f?0 E 20' / PROPOSED \ —� /S HC SIGN (TYP.) 6. p ' PROPOSED HC �? ! GyTO D Sp PROPOSEDo \ "STOP" SIGN 5 PROPOSED 30 PARKING q! UT & 1�+E MOPLASTIC I -RAND o (TYP.) PRO SED HC 2 ¢Q0' TIP BAR I I C R P W/ TACTILE NEL o ss\ I o f' �20.0 0 ® ,� R10.0' 68" PR OSED PAINTED \\ �� o1� 2 )POSED STRIPING ISL WHO TYP_) B I 210®pI, KNE �' 14 \ rJ IHERMOPLAS o 1 SPASEEWALK 3 F aF �� ROSSWALKVAL\ 04 PACES/1000 S.F. IFFFA�1�Y /1-1/ G R13.0' 90, PROPOSED PROPOSED HC R20.0, 3 POINT a ROPOSED z g, Gr \• HC SIGN (TYP.) RAMP W/ TACTILE D WITH \.. Rt_caLLARp �0 4 � ? � SO !! PANEL ONCRETE AP, IT FO' `L R5-d PROPOSED HC PARKING o'a (TYP.) rPROPOSED \ CONC. ND y1F� R �l��PQ� 9 760, PRO Rtp O' 0 9 SIDEWALK RA P W TACTILE PANEL (TYP.) 9 rc/yT o SED c C / 5'xl5' Water Instr. If 90 394081 NO e U IPI G v 0 �� c � �Ty o A 0 qDU v 77' i / 12 - - PROS SED 22.0 ' s` ` � � I z �� 'P�o ONC ISLAND PROPOSED R3.5' 12 yglTry 59 o Q MOPLA F cti. E a \ OP" BAR Nql /U 5 .... \:. 9),G { S T U PROPOSED J �/ yqy H 0 pH T PAINTED o a 90 T STRIPING a ATCH fJ(ISTING CUR NO .GUTTER \ \� PROPOSED ee`? � SFT qD gSPygD7. 14 22.0' 20.0' SIGN"• ,,�.a" v R3.5' \ 14 \ \ \ 3 PROPOSED \ \ T0' \ \ CONCRETE SIDEWALK U)) 14 cr_ Sp, 2B.0' \ \ E\ PROPOSED Y, \ CURB AND rn 6 \ \ \ i' \ E m MATCH EXISTING SIDEWALK Ir , PROPOSED RETAINING WALL N N90 06' 18" W 284.20' NOT TO SCALE. All measurements are approximate and not intended for productions purposes. Site Survey maybe required. POSED SIGNS AND SIGN LOCATIONS FOR CHENAL CURVE RETAIL CENTER (0-0 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 TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. 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. 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. AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, 7. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF - 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 sy<' 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 z: al 0 w ar J Ciro? 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 HEREIN 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIMS 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 OTHERISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SIDE VIEW Brick Base Furnished Cur%pifof —s , . NOT TO SCALE. Ali measurements are approximate and not Intended for productions purposes. Site survey may be required. THIS DOCUMENT, AND THE IDEAS AND UESIONb INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF GRAFTON, 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 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 REWIRED IN THE CTA's SERVICES AGREEMENT WITH THE OWNER. V 1 SEP 2 3 2015 010 31' 42' SE CORNF] SEC. 36, 1 SSUE DATE: 03/07/2014 111',At, one :ONTACT: B. PETERSON * ** f*D� :HECKED BY: yr R fj GIST'ERED REGISTERED ISSUED FOR PROFESSIONAL CONSTRUCTION ENGINEER 9 I014 Crofton, T.11 & Ammatw, Inc. 9 No. 13217 _ DlFY A. PE�� SITE PLAN C-101 R5