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Home My WebLink About14-091 Map 39911111?ia 201 ES 8wATER (PRNA7'L7 UiI ITY EES�TT INST N0. 20�14Hi•I848 SSW EX CONCRETE PAVEMENT EX 8" S3 (PUBLIC) Ex aFR EX SIDEWALK 1 J s EX 33Fm ev. IRK- I I r 0 m F1 410 S. x UNIVERSITY AVE. Z a� Al RETAIL J 1 I FF= 395.00 a' I }IA REFER TO PLUAONG A , PLANS FOR CON77NUA77ON fx x FL 4' SS- J87.SD w . x ;.. I EX STEPS REF : 70 8UILDING 5' a PLANS {OR CONNECTION - C? 7 TO SUBFLOOR DRAIN FL 6'= 389.00 81 1 cl w 1 I,+ Igo r INSTALL 2" WATER METER spa } ' - IN EXIST METER BOX & 1 INSTAU 66 LF- CONNECT 70 EXIST F7PWa 6" SD 0 6.55% REMOVE PLUG & CONNECT TO EXIST 12" SO EX 2 DOM BEGIN 6" SO FL 60. 384.68 r`t' 6" FIRE F7 EX 120 384,18 (VERIFY) �z• EX 13FR E�t SSMH I t MS ./11061403 i ! i r ; INSTALL DOUBLE„ ° . MT CLEANOUT -TRANS -� -11 NO 220110614D 1 YF � -EX 4� SS _ ��- __ REMOVE PLUG & CONNECT TO EX 4' SS INSTALL: PEEN WALL 2-4"x4S' BEND FL EX 4"= 384.23 (VERI!^ ICL STORM DRAIN GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' ORDINANCES, REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO. 2. TRENCH SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A TRENCH SAFETY SYSTEM PLAN PREPARED IN ACCORDANCE WITH OSHA REQUIREMENTS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARKANSAS FOR THE IMPLEMENTATION OF TRENCH SAFETY CONTROL MEASURES THAT WILL BE IN EFFECT DURING THE CONSTRUCTION OF THE PROJECT FOR ALL TRENCHES DEEPER THAN FIVE (5) FEET. 3. LOCATION OF EXISTING UTILITIES: THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN THE AREA OF CONSTRUCTION. 4. PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL EXISTING UTILITIES (POLES, LINES, CABLES, STRUCTURES, ETC.) LOCATED BOTH ABOVE AND BELOW THE GROUND, S. LOCATION OF PROPOSED DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. B. STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE PLANS, ALL PIPES FOR PRIVATE STORM DRAIN IMPROVEMENTS SHALL BE AS FOLLOWS: a. 18" AND GREATER: REINFORCED CONCRETE PIPE (RCP), CLASS III, b. 3" THROUGH 15": PVC SCHEDULE 40, SDR-35, OR HIGH DENSITY POLYETHYLENE PIPE (HOPE), N-12. 7. EMBEDMENT: EMBEDMENT FOR STORM DRAINAGE PIPE, PUBLIC AND PRIVATE, SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITIESSTANDARD DETAILS a. BENDS & WYES: PREFABRICATED BENDS AND WYE$ SHALL BE USED ON ALL PIPE CONNECTIONS AND JUNCTIONS. 9. CONCRETE COLLARS: CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER. WATER GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CENTRAL ARKANSAS WATER UTILITY COMPANY REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, UNLESS OTHERWISE NOTED. 2. TRENCH SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A TRENCH SAFETY SYSTEM PLAN PREPARED IN ACCORDANCE WITH OSHA REQUIREMENTS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARKANSAS FOR THE IMPLEMENTATION OF TRENCH SAFETY CONTROL MEASURES THAT WILL BE IN EFFECT DURING THE CONSTRUCTION OF THE PROJECT FOR ALL TRENCHES DEEPER THAN FIVE (5) FEET. 3. LOCATION OF EXISTING UTILITIES: THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILTIES (SHOWN OR NOT SHOWN) WITHIN THE AREA OF CONSTRUCTION. 4, PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL EXISTING UTILITIES (POLES, LINES, CABLES, STRUCTURES, ETC.) LOCATED BOTH ABOVE AND BELOW THE GROUND. S. RECORD PLANS: THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF ALL WATER LINES, FIRE HYDRANTS, VALVES, SERVICES, ETC, THE CONTRACTOR SHALL PROVIDE A COPY OF THE RECORDS TO THE ENGINEER FOR PREPARATION OF THE 'RECORD DRAWING' PLANS. S. COVER OVER PIPE: THERE SHALL BE A MINIMUM COVER OF 42' FROM THE TOP OF THE PIPE TO THE EXISTING GROUND OR THE PROPOSED FINISHED GRADE, WHICHEVER IS GREATER, 7. THRUST BLOCK: ALL BENDS SHALL BE RESTRAINED WITH THRUST BLOCK IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' STANDARD SPECIFICATIONS AND DETAILS, 8. TRENCHES: TRENCHES SHALL BE BACKFILLED WITH MATERIAL IN ACCORDANCE WITH CENTRAL ARKANSAS WATER STANDARD SPECIFICATIONS AND DETAILS. 9. SEPARATION FROM SANITARY SEWER: WATER LINES SHALL BE PLACED NO CLOSER THAN 10 FEET TO SANITARY SEWER LINES IN COMPLIANCE WITH T.C.E.O- REQUIREMENTS. 10. VALVES: VALVES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE CENTRAL ARKANSAS WATER STANDARDS AND SPECIFICATIONS - III. FIRE HYDRANTS: FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER & CITY OF LITTLE ROOF FIRE DEPARTMENT STANDARDS AND SPECIFICATIONS. 12. METERS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH CENTRAL ARKANSAS WATER FOR THE INSTALLATION OF THE WATER METERS. 1.1. WATER SERVICES: THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF WATER SERVICES WITH THE BUILDING PLANS. 14. TESTING AND STERILIZATION: ALL WATER LINES AND APPURTENANCES SHALL BE STERILIZED AND TESTED IN ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS FOR ACCEPTANCE. Know what's below. Cali before you dig. ,r ,t REGISTERED PROFESSIONAL ENGINEER 0 10' 20` 40' 1 "=20' SANITARY SEWER GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LITTLE ROCK WASTEWATER UTILITY DEPARTMENT REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, UNLESS OTHERWISE NOTED. 2. TRENCH SAFETY: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A TRENCH SAFETY SYSTEM PLAN PREPARED IN ACCORDANCE WITH OSHA REQUIREMENTS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARKANSAS FOR THE IMPLEMENTATION OF TRENCH SAFETY CONTROL MEASURES THAT WILL BE IN EFFECT DURING THE CONSTRUCTION OF THE PROJECT. 3. PROTECTION OF EXISTING UTILITIES: THE CONTRATOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL EXISTING UTILITIES (POLES, LINES, CABLES, STRUCTURES, ETC.) LOCATED BOTH ABOVE AND BELOW THE GROUND. 4. RECORD PLANS: THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF ALL. SANITARY SEWER LINES, MANHOLES, SERVICES, ETC. THE CONTRACTOR SHALL PROVIDE A COPY OF THE RECORDS TO THE ENGINEER FOR PREPARATION OF THE "RECORD DRAWING' PLANS. S. SANITARY SEWER MAINS: ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35, ASTM D 3034, UNLESS NOTED OTHERWISE. 6, TRENCHES: TRENCHES SHALL BE BACKFILLED WITH MATERIAL IN ACCORDANCE WITH THE LITTLE ROCK WASTEWATER UTILITY DEPARTMENT STANDARD SPECIFICATIONS AND DETAILS. 7. WATER A ER CROSSINGS: A I ALL SANITARY SEWER MAINS SHALL HAVE ONE (1) 21-FOOT JOINT CENTERED ON EITHER SIDE OF WATER MAINS WHERE A CROSSING OCCURS. 8. DEBRIS; SANITARY SEWER LINES SHALL BE KEPT CLEAR OF BROKEN CONCRETE, DIRT OR ANY OTHER DEBRIS RESULTING FROM CONSTRUCTION OPERTATIONS. 9. SANITARY SEWER SERVICES: THE CONTRACTOR SHALL VERIFY THE SIZE AND THE EXACT LOCATION OF SANITARY SEWER SERVICES WITH THE BUILDING PLANS. THE CONTRACTOR SHALL TIE A 1" WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF EACH SEWER SERVICE AND SHALL LEAVE A MINIMUM OF 36° OF FLAGGING EXPOSED AFTER BACKFILL. 10. TESTING: ALL SANITARY SEWER LINES AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH LITTLE ROCK WASTEWATER UTILITY DEPARTMENT SPECIFICATIONS FOR ACCEPTANCE ti 12 l o/ Ik 0 i v, BENCHMARKS: 1. CHISLED SQUARE IN SW CORNER OF CURB INLET AT THE SOUTHWEST CORNER OF MCKINNEY & 3RD STREETS ELEV. 415-58'