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Home My WebLink AboutZ-9207-A Map 2UTILITIES SANITARY SEWER: LITTLE ROCK WASTEWATER 501-668-1452 (ENGINEERING) 501-223-1509 (EMERGENCY) WATER: CENTRAL ARKANSAS WATER 211 EAST CAPITOL LITTLE ROCK, AR 72202 501-372-5161 ELECTRIC: ENTERGY ARKANSAS, INC. 425 WEST CAPITOL AVENUE LITTLE RCOK, ARKANSAS 501-377-4000 NATURAL GAS: CENTERPOINT ENERGY 400 WEST CAPITOL #600 LITTLE ROCK, ARKANSAS 888-498-0409 GENERAL CONSTRUCTION NOTES H 414.62' WIDE LANDSCAPE A. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES U BUFFER OCCURING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS BUFFER PROJECT, SAID CONTRACTOR SHALL TAKE ALL NECESSARY-+ PRECAUTIONS TO PREVENT PROPERTY DAMAGE. a 9'-0" WIDE LANDSCAPE BUFFER rr� \•/ B. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR CONDITIONS OF THE J08 SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT •\ WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING O O HOURS. v Genesis. Dataeom 9 THE DUTY OF CENTRAL ARKANSAS WATER TO CONDUCT CONSTRUCTION a W O •\ INSPECTIONER REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT ,•\ AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTR'S ,•.. 41.81' SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. �i ►—+ CIO W U NEW STORAGE UNIT '\ C. ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN + > o BUILDING •'\ ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE cq 16,000 SQ. FT. '\ ROCK'S AND CENTRAL ARKANSAS WATER'S WATER AND WASTEWATER N (SANITARY SEWER) STANDARD SPECIFICATIONS. \ `' � Lawson Rd W GRAVEL �+' LaaBn Rd D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION •,\ w AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS ••\ BASED ON RECORDS OF THE VARIOUS UTILITIY COMPANIES AND, WHERE ••\ [� 26° y0 � '` POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT � � TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST •\ �� t-+ r-� > a CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE '\ ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES. M H ••\ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL F+-I o EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS '\ N NFW cmoerC i u.ur SHOWN ON THE PLAN. SITE LAYOUT PLAN SCALE: 1"=40'4' 1. TOTAL NEW DEVELOPMENT AREA = 3.35 ACRES 2. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK. 3. ALL DIMENSIOSN ARE TO THE BACK OF CURB AND/OR EDGE OF PAVEMENT 4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS, OR CONCRETE APRONS WITHIN THE PUBLIC RIGHT-OF-WAY PRIOR TO CONSTRUCTION SHALL CONFROM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA GUIDELINES. 6. CONTACT CITY OF LITTLE ROCK STREET DEPARTMENT FOR INSPECTION OF ANY WORK IN PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATTION OF REQUIREMENTS PRIOR TO COMMENCING WORK, FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. 7. ALL SIGNAGE, PAVEMENT MARKING AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT CITY OF LITTLE ROCK STREET DEPARTMENT WITH ANY QUESTION REGARDING STRIPING. DRIVE PER CITY OF LITTLE ROCKSTANDARDS ' s Know what's below. Call before you dig. 40 2C 0 40 3]FT IF, Rertha Rd 3wlha Rd VICINITY MAP 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. Q U) ° a°.o. ° d o°o° mod. oo' ^�. °o 'y• eo W Q 6" THICK CLASS 7 (SB-2) CRUSHED � s 8 �.� " QQ a-' Q°' Q `Q�J S STONE COMPACTED TO 95% STANDARD PROCTORDENSITY CONFORMING TO SECTION 303 OF THE (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTN 6" THICK OF EXISTING SUBGRADE SCARIFIED 0 a OFIMODIFIED PROCTOR DENSITY Q ® O W J J GRAVEL SURFACE COURSE NOT TO SCALE J W Z 2" OF HMAC TYPE 3 SURFACE COURSE CONFORMING TO SECTION 407 OF THE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD) STANDARD SPECIFICATIONS FOR HIGHWAY 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 6" THICK CONCRETE APRON REINFORCED W/ #3 BARS AT 12' ON CENTER, EACH WAY 6" THICK CLASS7 COMPACTED TO 95% MODIFIED PROCTOR DENSITY 6" THICK SUBGRADE COMPACTED TO 92% MODIFIED PROCTOR DENSITY CONCRETE ENTRANCE APRON NOT TO SCALE ,o` ,�E O F AUj- ''•, • �� PHILLIP LEN1S U. ENCINEERNG, INC. No 566 x � 540 �:a>tlxeran, laa:T SHEET ISSUE DATE: 9-3-19 PAGE TITLE: SITE LAYOUT PLAN SHEET NUMBER: C1.1 Sr _,__: = 40