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Home My WebLink AboutS-1855 Map 1NEW CHAIN LINK FENCE 9'-D" LANDSCAPE BUFFER EXISTING FIRE HYDRANT ` \ \ \ � PROPOSED NEW DRIVEWAY I \ \ \ \ \ TO BE CONSTRUCTED TO ARDOT STANDARDS NEW AUTOMATIC ENTRANCE . R 15�Qf1: �:. \ \ \ GATE NEW CHAIN LINK FENCE g \ a \ o IN \\ \O(46"\\ •� `. \ \ \ R\ EXISTING 12 DIP c c •�� ` S \ \ .0 'w \ WATERLINE I(� c •`SS." \ \J \ NEW AUTOMATIC ENTRANCE $ - .GRAVEL GATE PROPOSED NEW DRIVEWAY TO BE CONSTRUCTED TO . : .\ •` ` \ \ \ \ ARDOT STANDARDS CENTERLINE OF ROAD •.` �` \ \ \ (SIBLEY HOLE RD) CURRENT STREET EDGE s \ \ \ PROPOSED NEW EDGE OF o +1\ 0 1 \ \ STREET TO BE 15'-0" FROM CENTERLINE TO BACK OF CURB • ` \ TO MATCH EXISTING HALF - "y�• e ; �'� ` \ \ \ STREET IMPROVEMENTS ALONG SIBLEY HOLE RD NEW STORAGE BUILDING b �, ••� ; \ \ \ 10'-0" LANDSCAPE 0 16,200 S.F. c o b \ BUFFER 1 B0.00' sr> - - ASPHALT . \ •� IN \ \ \ \ EXISTING FIRE HYDRANT .179.31 EXISTSEWEIR MANHOLE SANITARYNG y o _ A6 Sri- \ \ EXISTING 8 PVC SEWER LINE _ -- -- -- --- -- -- -- -- N -8 •_ -- -- o N \ \ EXISTING 12" DIP 9°43'07' W - 179.1' o '$ IN \ WATERLINE g 00' . \ \ \ 9'-0" LANDSCAPE I" BUFFER N � I �� $; w' N! ZI EXISTING 36" DIA BILLBOARD POLE I / 30'-0' BUILDING — SETBACK LINE BLD'G LANDSCAPE AREA 10'-0" LANDSCAPE BUFFER SP0 OfO 5F' NO ti60 i 9 i•62J" �t•1 ' 30A • � is / �. 00 6" THICK CONCRETE APRON 7 •�.� / REINFORCED BARS AT T/ •�• h / Q / 1ON CENTER, EACH EACH WAY / `$I, Won q/ /Qobb(((�0�Q`=O`t V( �VoOooV ) UQ (��Vl / ,9 6"THICK MODIFIED COMPACTED R 25.00• n - : e - c - / / TO 95%MODIFIED PROCTOR '. e ` • c / DENSITY e / 6" THICK SUBGRADE COMPACTED T ° / TO 92% MODIFIED PROCTOR / DENSITY / PROPOSED NEW DRIVEWAY TO BE CONSTRUCTED TO ARDOTSTANDARDS CONCRETE ENTRANCE APRON NOT TO SCALE VICINITY MAP SITE LAYOUT PLAN UTILITIES SCALE: V=30'-D" N SANITARY SEWER: 1. TOTAL NEW DEVELOPMENT AREA = 1.98 ACRES LITTLE ROCK WASTEWATER 501-288-1(ENGINEERING) 2.6 PARKING SPACES PROVIDED INCLUDING 1 ADA ACCESIBLE PARKING SPACE 501-223-Y509 09 (EMERGENCY) 3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK AND ARKNASAS HIGHWAY DEPARTMENT REQUIREMENTS. ® 4. ALL DIMENSIOSN ARE TO THE BACK OF CURB AND/OR EDGE OF PAVEMENT WATER: 5. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED CENTRAL ARKANSAS WATER EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF Know below. 211 EAST CAPITOL A CERTIFICATE OF OCCUPANCY. what's Cal) before dig- LITTLE ROCK, AR 72202 501-372-5161 6. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS, OR CONCRE-E APRONS you WITHIN THE PUBLIC RIGHT-OF-WAY PRIOR TO CONSTRUCTION SHALL CONFROM TO CITY OF NLR STANDARD DETAILS AND ADA I ELECTRIC: GUIDELINES. ENTERGY ARKANSAS, INC. 7. CONTACT CITY OF LITTLE ROCK STREET DEPARTMENT FOR INSPECTION OF ANY WORK IN PUBLIC RIGHT-OF-WAY 425 WEST CAPITOL AVENUE PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATTION OF REQUIREMENTS PRIOR TO COMMENCING WORK, 30 6OFT LITTLE RCOK, ARKANSAS FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER 30 1 5 0 501-377-4000 OR CONTRACTOR. 8. ALL SIGNAGE, PAVEMENT MARKING AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM SCALE: 1 "= ,30' NATURAL GAS: TRAFIC CONTROL DEVICES (MUTCO). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT CITY OF LITTLE 400 WEST CAPINT ENERGY WEST CAPITOL #600 ROCK STREET DEPARTMENT WITH ANY QUESTION REGARDING STRIPING. LITTLE ROCK. ARKANSAS LIT 888498-0409 PAVEMENT DIMENSIONS REFER TO THIS POINT 6" TH'K 3000 PSI CONCRETE OR ASPHALT (SEE PLAN AND DETAILS THIS SHEET) \ 1P 6" THICK CLASS 7 (SB-2) CRUSHED \� STONE COMPACTED TO 95%STAND ARD PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD .' SPECIFICATIONS FOR HIGHWAY CONST'N s . 6" FINISH GRADE P� 0 N GENERAL CONSTRUCTION NOTES A. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES OCCURING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT PROPERTY DAMAGE. PROJECT LOCATION B. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF CENTRAL ARKANSAS WATER TO CONDUCT CONSTRUCTION INSPECTIONER REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. C. ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE ROCK'S AND CENTRAL ARKANSAS WATERS WATER AND WASTEWATER (SANITARY SEWER) STANDARD SPECIFICATIONS, D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. E. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. F. PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION- G. CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL APPROVAL IS GIVEN BY CENTRAL ARKANSAS WATER. SAID CONTRACTOR SHALL NOT OPERATE ANY VALVE, HYDRANT, OR WATER UTILITIY APPURTENANCE NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT APPROVAL- THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE OF ANY DISRUPTION OF UTILITY OPERATION CAUSED BY CONSTRUCTION. H. FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED REPRESENTATIVE. J. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ONECALL" SERVICE TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY WORK ON THIS SITE. NOTE: ALL CURBING TO BE 3000 PSI 28 DAY CONCRETE 6" THICK OF EXISTING SUBGRADE 6" THICK SUBGRADE COMPACTED SCARIFIED AND RECOMPACTED TO TO 90% STANDARD PROCTOR 90% OF MODIFIED PROCTOR DENSITY DENSITY Z-0° CONCRETE CURB & GUTTER NOT TO SCALE 2" OF HMAC TYPE 3 SURFACE COURSE CONFORMING TO SECTION 407 OF THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT AHTD STANDARD SPECIFICATIONS OR H GHWAY CONSTRUCTION, 1996 OR 2003 EDITION 6" THICK CLASS 7 (SB-2) CRUSHED — STONE COMPACTED TO 95% STANDARD PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTN 6" THICK OF EXISTING SUBGRADE —� SCARIFIED AND RECOMPACTED TO 90% OF MODIFIED PROCTOR DENSITY HMAC ASPHALT SURFACE COURSE NOT TO SCALE \`n Uuirrrll,, 1�2- FHILLIP LEWIS •• U� ENGINEERING, INC. :z e. No. 566 �lllnniiiu�� TM�1 V W V O O v d' rT, raj O 00 i,FFrrF-L-FWjj�-�+ii+i Ff+-;i N 61 O M ,--r \ O W Q� t` w�DUc a� �a �I axU N� r Z W N U) CIO ® 06 L $ Q CY) V W _m W O W U- J Z ai 0 M S 7Z$a1x4&iV11q -OV SHEET ISSUE DATE: 7-22-19 PAGE TITLE: SITE LAYOUT PLAN SHEET NUMBER: C1.1