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HomeMy WebLinkAbout1.2-6825 Ph 3LEG ND: TOTAL ABBREVIATIONS CL CENTERLINE IN V INVERT SD STORM DRAIN M H MANHOLE CB CATCH BASIN JB JUNCTION BOX SM H SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R /'W . RIGHT OF WAY 7.O.1. X63.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. C CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S -20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN Z MANHOLE TYPE "A" PER C.O.B. STD. S -7. CONSTRUCT CATCH BASIN r TYPE A PER C.O.B. STD. S -12. MULTIPLE UTILITY TRENCH SEWER MAIN �- 5_ 4 -�. i 5' J TYP. in 5' MIN. n 60 TO 7' MAX. ° TYP. MtN. ON DEEP SEWER, SLOPE LATERALS..../ TO LOT LINE SO THAT THE END OF sGa LATERAL IS WITHIN REQUIRED TOLERANCE. DETAIL FINISHED STREET GRADE 36" TYP. t ft 49 WATERLINE �3 0 SUMMARY OF IMPROVEMENT SEWER. IMPROVEMENTS TOTAL 6" SEWER LINE 200 LF 8" SEWER LINE 1106 LF 4" LATERALS 1250 LF STANDARD MANHOLE 4 EA SEWER CLEAN OUT 2 EA STORM DRAIN IMPROVEMENTS TOTAL 18" STORM DRAIN LINE 1084 LF STORM DRAIN MANHOLES 4 EA CATCH BASINS 2 EA 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 5' MIN. TO 7' MAX. VICINITY MAP N.T.S. INDEX OF SHEETS ET TITLE 1. COVER SHEET 2. NOTES 3. POCOHONTAS LANE 4. VARDEN STREET do BIDWELL DRIVE 5. VOGEL WAY &BERKSHIRE ROAD U3 > OEM� Iwo z dq 3 df � a CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEW- ER AND STORM DRAIN PLANS VESTING TENTATIVE TRACT NO. 6825 PHASE 3 P NAB: i NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY KEY MAP SCALE: 1" = 200' NOTE: 1. PRIOR TO THE START OF ANY- PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS do STANDARDS SET. FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KN0V&EDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELO ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULAT NS AND DRAWINGS ON THE ANS AND Y ERRORS, 4M1 NS, OR 1lIOLA11ONS OF TH E O INAN S, S A AR SIGN CRITERIA SHALL BE C RRECTE DU NG CO TIQ APkdVED BY: R A. McINTOSH R.C.E. 33322 DAIS EXP. 6 -30 -16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELO PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, AEMIE§PUBLIC WORKS' DIRECTOR R.C.E. NO. 61069 EXP. 12- 31--14 REVIEWED BY: -- -�- -� ASSISTANT PUBLIC WORKS DIAECTOR DIG ALERT Call: TOLL FREE 1—$00- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B/1315 OF BEARING86 DATE a j THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. NCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346,42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. a CITY RECORDS NO: O owl Z � I J Ld Q ,• W U r W Cif N W d N d' o © n z v ID e °c� v QD �. N r �' a .c zx ci 1 J b an z LU ui 4c 4mm 10OW ��lslli 1 MEN ■ . Z Q � d PROJEC 3 � UJ SITE VICINITY MAP N.T.S. INDEX OF SHEETS ET TITLE 1. COVER SHEET 2. NOTES 3. POCOHONTAS LANE 4. VARDEN STREET do BIDWELL DRIVE 5. VOGEL WAY &BERKSHIRE ROAD U3 > OEM� Iwo z dq 3 df � a CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEW- ER AND STORM DRAIN PLANS VESTING TENTATIVE TRACT NO. 6825 PHASE 3 P NAB: i NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY KEY MAP SCALE: 1" = 200' NOTE: 1. PRIOR TO THE START OF ANY- PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS do STANDARDS SET. FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KN0V&EDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELO ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULAT NS AND DRAWINGS ON THE ANS AND Y ERRORS, 4M1 NS, OR 1lIOLA11ONS OF TH E O INAN S, S A AR SIGN CRITERIA SHALL BE C RRECTE DU NG CO TIQ APkdVED BY: R A. McINTOSH R.C.E. 33322 DAIS EXP. 6 -30 -16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELO PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, AEMIE§PUBLIC WORKS' DIRECTOR R.C.E. NO. 61069 EXP. 12- 31--14 REVIEWED BY: -- -�- -� ASSISTANT PUBLIC WORKS DIAECTOR DIG ALERT Call: TOLL FREE 1—$00- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B/1315 OF BEARING86 DATE a j THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. NCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346,42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. a CITY RECORDS NO: O owl Z � I J Ld Q ,• W U r W Cif N W d N d' o © n z v ID e °c� v 0 QD �. N r �' a .c zx ci 1 J b an 0 z a r J b an z LU ui 4c 4mm 10OW 0 gc:pU Z Q � d 3 � UJ � IIIIIIiIII z a r J b an z LU ui 4c 4mm 10OW 0 gc:pU Z Q � d 3 � UJ � r b sTANOARa NOTES _ GENERA AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ACCORDANCE WITH SECTION 7- 2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION � THE 112 -DAY EXPOSURE, BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD CM--- ATIMV (TINKER do RASOR M�EL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH rUBLIC WORKS DErAR1TNENT FOR ANY WORK PERFORMED tI1T-IIN EXISTING, -�- THE INSTRUMENT SET BETWEEN 18 000 AND 22 000 VOLTS. ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT SULFURIC ACID 20%** ' AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED SODIUM HYDROXIDE 5% ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGH -OF -WAY SHALL AMMONIUM HYDROXIDE 5o** ALL PATCHES OVER HOLES, OR REPAIRS TO TIME LINER WHEREVER DAMAGE HAS BE POSTED TO ISSUANCE OF THE PERMIT. NITRIC ACID 1%** OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7 -2.03 ( 1.E ) PARA. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND FERRI C CHLORIDE 1% 1% 8 ABOVE. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. SOAP 0.19 DETERGENT 0.1% EACH TRANSVERSE WIELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS (LINEAR ALKYL BENZYL SULFONATE OR LAS WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 BEFORE CONSTRUCTION. TELEPHONE 1- 800, -- 227 -2500. BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL *THIS IS TO BE USED AS A PRE - QUALIFICATION TEST AND WHEN MATERIAL STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY FORMULATIONS ARE CHANGED. 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WILD FAILURE DEVELOPS, UNTIL NO EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY * *VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. FURTHER SEPARATION OCCURS. DEFEC11VE WELDS WILL BE RETESTED AFTER REPAIRS HAVE UTILITIES. iN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED iN ORDER BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING U11UTIES iS DEEMED NECESSARY 1.0. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A AFTER THE WIELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF MiNIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LONGING EXTENSIONS OF THE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED. IN ORDER TO PREVENT TEARING THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE SHEET. EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 1 .E. INSTALLATION OF LINING. INSTALLATION LINING, INCLUDING PREHEATING SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT OF SHEETS IN COLD WEATHER AND THE WELDING O ALL JOINTS, SHALL BE DONE IN SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. THE NEW SYSTEM TIES INTO ' PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. COVERAGE CP THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON TRENCH DESIGNATION "Co. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH U11UTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR THE PLANS. DESIGNATION "D ". TO TRENCHING. CROSSING UTILITIES SHALL BE OAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXiS OF THE PiPE. PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, THE FOLLOWING REQUIREMENTS: ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. AS DIRECTED BY THE CITY ENGINEER. 1. MATERIAL. PVC PIPE MALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1 -1/2 INCHES (38 MM) - IN ASTM 0 3034 NTH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN TO ASTM 0 3212 AND ASTIR F 477. REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -fi, USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM} BEYOND THE END OF THE EXCEPT AS NOTED ON PLANS. INSIDE SURFACE. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASIM F -fi79 (T- WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE STANDARD DETAILS CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN ENGINEER. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LING EXTENSIONS INTO THE 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER , S SHALL BE CONSIDERED PART OF THESE PLANS: S -fi, S -7, S -$, S -91 5 -100 5 -119 CONCRETE. GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF " S -12, S -20, S -22. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM FLEXIBLE THERMOPLASTIC SEWER PIPE. . VCP INSTALLATION DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING MALL 4. FIELD TESTS. IN-FIELD PRESSURE TESTS SHALL CONFORM TO THESE BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HONES CLEARLY MARKED. SPECIFICATIONS AND THE FOLLOWING: MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF TIME STANDARD SPECIFICATIONS THE LINING SHAH BE PATCHED. PATCHES MADE ENTIRELY WITH WIELDING STRIP SHALL CONTRACTOR MALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO -GO 5% MANDREL. OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON AND THE CURRENT ASTM SPECIFICATIONS C -12. CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE I1`ii JOINTS : THE PIPE AND FNGS SHALL HAVE A SOCKET ENO AND A SPIGOT END SOUND LINING ADJOINING THE DAMAGED AREA. WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: C-425. TO THE LINING. MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.O. THE PIPE AND FITTINGS FOR 6 ", 8", 10", AND 12" SANITARY SEWER MAINS MAY THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BE PLAIN END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM WORK. BASE I.O.t - ACTUAL INSIDE PIPE DIAMETER (PROVIDED ( EO BY PIPE SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MAVUFACTIlRED BY MISSION CLAY PRODUCTS CORPORATION FOR THEiR "MAINLINE" 1. 17 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS, THE LINING MANUFACTURER} BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, MALL BE REQUIRED. SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF PIPE THE MANDREL SHALL HAVE AN 000 NUMBER OF VANES WITH SEVEN (7) SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO AP'PROXIMAiELY 4 INCHES MINIMUM. THE PiPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING (100 MM) BEYOND THE +OPPOSi1E END DEPENDING UPON THE TYPE OF LINING JOINT LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE TO BE MADE WITH THE ADJOINING CONCRETE PIPE. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT WHEREVER CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES PROTECTED WITH LINING, EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. REQUIRED) JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PiPE OR ANY SECTION OF INSTALLED PIPE THAT A FAILS THE MANDREL TEST SHALL BE ABS PIPE INSTALLATION CAST -IN -PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXCAVATED, RE- BACKFILLED, RECOuMPACTEO AND RETESTED UNTIL THE MANDREL TEST EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE CAN BE PASSED. RE- ROUNDING WILL NOT BE ALLOWED. MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND 0 -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSiCNS CR OTHER WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE ) IS INSTALLED THROUGH S -39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. BE PER THE MANUFACTURER'S RECOMMENDATIONS. 7. TRENCH EXCAVATION LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. JOINTS : USE ONLY SOLVENT WIELDED JOINTS. THE ASSEMBLY OF JOINTS SMALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CARE SHALL BE EXERCISED IN HANDLING,. TRANSPORTING AND PLACING LINED PIPE THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. CONNECTS TO VCR, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PiPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5 -39 AND DETAILED NTH A SUITABLE FORK LIFT. SEC11GNy5 � THE PLANS FOR PROPER PIPE INSTALLATION. INSTALL�N� PIPE ANO FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION 0 -2321. ONLY CLASS I, 119 AND III EMBEDMENT ON PIPE HAVING A 36V LIVER COVERAGE, THE LONGITUDINAL EDGES OF 11•iE THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH MATERIALS WILL BE CONSIDERED SUITABLE. SHEET SHALL BE BUTT WIELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SHOP- WELDED JOINTS. THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. PVC PIPE INSTALLA110N NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WiTH THE DETAILED SECTIONS MA RIALS_ PiPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF TIME CURRENT PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE ASTM SPECIFICATION D -3034 FOR SDR35. PiPE AND FITTINGS SHALL BE HOMOGENEOUS 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: INSTALLATIONS SHALL MEET CITY STANDARD S -39. INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR MALL NOT, AT ANY POINT, TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE 8. BRIO AND SHORING JOINTS, : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL ADJACENT PIPE SECTIONS, BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. PIPE JOINTS MUST BE DRY BEFORE LINING JUlN15 ARE MADE. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR . INSTALLATION . PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING ALL ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY JUSTIFYING THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, II, AND Ili EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. FIE LO JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE DESCRIBED TYPES: RULES ORDERS AND REGULATIONS SHALL E SUFFICIENT B SU CIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE REINFORCED CONCRETE PIPE WITH PVC LINING. TYPE P -1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING JOINT STRIP AND TWO WIELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRiP SHALL BE BACKFILLiNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE REQUIREMENTS: CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH BACKFlLL AT ALL TIMES. EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH I.A. MATERIALS. REINFORCED CONCRETE PiPE (RCP) SHALL BE EITHER CLASS IV (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT OR CLASS V WITH WALLS "B" OR "Co. RCP SHALL MEET ASTIR C 76 FOR STRENGTH, MM). TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER TYPE P -2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH DICING SLOPING OR OTHER PROMSiCNNS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. ,TORTS SHALL BE BELL EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES {100 MM) BEYOND OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. THE PIPE ENO. THE JOINT FLAP SHAH OVERLAP THE LINING IN THE ADJACENT PIPE SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT - SEALED IN PLACE PRIM CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' TO WIELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTAL.LA11{NN OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WEL.DiNG OF JOINTS SHALL BE DONE LINING OF THE ADJACENT PIPE USING 1 -IN04 (25 -MM) WELD STRIP. LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION PROHIBITED ON THIS PROJECT. RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING AND DISTORTION IN BENDING BACK THE FLAP TO EXPOS THE PIPE JOINT DURING LAYING 9. ., OGH BACKI -"ILL REQUIREMENTS. AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), 1.13. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED 300 FEET IN STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A NDTH ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR WHEN TESTED AT 77117 ±5 (251C f3 ). (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES MM 100 { ) THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. PROPERTY (EAR. 1,C) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE ALL AND INSTRUCTIONS OF THE LINING MANUFACTURER. SPECIFICATIONS, DAZED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN (15 MPA MIN.) {14.5 MPA MIN.) WELDING SHALL FUSE BOTH SHEETS AND WIELD STRIP TOGETHER TO PROVIDE A ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS ELONGATION AT BREAK 200% MIN. 200% MIN. CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LiNER THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. PLATE. SHORE DUROMETER, TYPE D 1 -SEC. 50 -60 ±5 HOT -AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE BACKFlLL MATERIALS IN THE PIPE ZONE SHALL BE PLACED iN LAYERS NOT TO EXCEED (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35 -50 f5 JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). TWELVE (12) INCHES SIMULTANEOUSLY, OR EACH SIDE OR THE PIPE, IN SUCH A MANNER WEIGHT CHANGE t1'S WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED AS NOT TO DAMAGE OR DISTURB THE PIPE OR iTS, ALIGNMENT AND GRADE. BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. WILE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE BACKFlLL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM A SMALL BEAD CIF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND 0412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY OF THE WELD STRIP. SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE !S SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINAiION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. TIME PRICK TO FINAL ACCEPTANCE OF TIME WORK. 1 360 DECREES. WHEN GROUNDWATER IS ENCOUNTERED THE LINING MALL NOT BE MADE UNTIL THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION LINER PLATE LOCKING EXTENSIONS EMBEDDED iN CONCRETE SHALL WITHSTAND A JOINT PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND ABOVE THE PIPE ZONE WiLL BE ALLOWED. TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG /M), APPLIED NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. IMPORTED BEDDING AND BACKFlLL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD BEDDING AND BAC KFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST 6 TO 8 INCHES (1 50 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF DISPOSAL OF THE CONTRACTOR. SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F {21' - 2 7' C} INCLUSIVE. POTENTIAL FUTURE GROUNDWATER BUILD -UP. 1.H. APPLICATION TO CAST -IN -PLACE CONCRETE STRUCTURES - SPECtAI THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FLEE OF CRACKS, CLEAVAGES OR OTHER DEFECTS REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHAD_ IN -SITU MATERIALS. ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE BE CUT TO FIT CURVED AND WARPED SURFACES USING A MiNIMUM NUMBER OF SEPARATE PIECES. ACHI MNG FIRM BEDDING BELOW PIPE. SPRINOLINE, CONTRACTOR MALL PROVIDE "FIRM ENGINEER MAY AUTHORIZE THE REPAIR OR SUCH DEFECTS BY APPROVED METHODS. UNLESS OTHERWISE SHOWN CSI THE PLANS„ THE LINING SHALL BE RETURNED AT BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE THE PIPE MUST REST OWN THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4-INCH (6 MM) SETTLING STRUCTURE AND ITEMS NOT OF CONCRETE {INCLUDING MANHOLE FRAMES, GATE GUIDES, CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). 11-1E SAME DELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO WITHOUT DAMAGE TO THE LINING. PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING CHANCED OR THE NEW WORK IS BUILT TO JON EXISTING UNLINED CONCRETE. AT EACH BEDDING AND BAC KFILUNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS 1.C. CHEMICAL RESISTANCE OF LINER,* AFTER CONDITIONING TO CONSTANT RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE AND COUPLINGS SHALL BE AVOIDED. WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL PLASTIC -LINED CONCRETE. iF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F f5 OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY (25' C f 3 ). REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED 10. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL - SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITiA BACK_ "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFlLL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PiPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIM TO CCMMENaNG OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA- HAMMER WALL NOT BE PERMITTED, Sl3BSECUENT. BACKFILL. ABOVE THE LEVEL OF IN111AL BACKFlLL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL ONE IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFlLL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACICFlLL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROILING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFlLL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED PERMANENT (MADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT 8Aq(FlLL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFlLL COMPACTION WITHIN THE STREET. TEEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON-STREET AREAS. BACKFlLL TESTING AND COMPACTION. TESTING OF BAC KFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFlLL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFlLL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD Sl-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) RELATIVE COMPAC1ION FOR THE TOP FINISHED 30", AND MALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 2319 OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE-COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF TIME TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, ANO THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT 13E LIMITED TO EXCAVATION, BEDDING AND BACKFILL. -HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WALL NOT BE DAMAGED. ANY PiPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LiNE. AS THE WOK PROGRESSES, THE INTERIOR OF THE PiPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIA1IO NS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PiPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, NTH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER EXFILTRAIION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREiGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CiTY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOT' AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO IN111AL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT iN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE ViDEO CASSETTE SMALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DECREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAiN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT -OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT -OF- WAY LINE AS SHOWN IN THE OSEWER LATERAL MARKERn DETAIL, C.O.B. STD. GET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT -OF -WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON TIME PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. 5. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65- 1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROVER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WiLL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UN11L THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOiNT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONND11ION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PiPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EAC�-I JOINT TO FACILITATE TATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. illal CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PiPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT NTH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WALL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED NTH SAND, COMPACTED BY THE USE OF AIR - BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR:, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OL PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED iN THE BID PRICE AND NO ADD11IONNAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES . MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, iN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C -478. EACH SUCCESSIVE MANHOLE SEC11ON SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON TIME INSIDE, AND SHALL BE SET PLUMB. 18. SST SURVEY MONUMENT_ ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH 'THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE 11ME REWIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT ' BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 1 2 3 U E N d' 0 N cn N O O o Qo O 0 0 E 0 i 0 n I x .•-, N Qo i Q D 0 0 0 0 U W D 0 n 'Al VARDEN ST. SEE SHEET 4 P 2 I u'1 z t!1 z c!f z I I I I t� z I cn z cn I I VOOEL WY. SEE SHEET 5 y POCOHONTAS LANE (STA. 10 +00.00 TO 16 +30.32) SCALE: 1" = 50' HORIZONTAL G BIDWELL DR. SEE SHEET 4 i � I W d i 10+00 11 +00 12+00 13+00 14+00 15+00 (STA. 10 +00.00 TO 16 +30.32) SCALE: 1' = 50' HORIZONTAL SCALE: 1' = 5' VERTICAL LEGEND: 16+00 17+00 18 +00 19 +00 348 344 340 336 332 328 2o 19 �f 18 W z J 0 CONSTRUCT STORM DRAIN H MANHOLE TYPE "A" PER C.O.B. STD. S -7. � CB CATCH BASIN ELEV ELEVATION 0 O. \\ 0-00 � CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. 5-12. J .A SCP STREET CONSTRUCTION PLAN V d O Q NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" 2 .363• TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION T im *— r H H UNLESS OTHERWISE NOTED. CA VA CL CENTERLINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN MH MANHOLE EXIST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. S -7. CB CATCH BASIN ELEV ELEVATION JF3 JUNCTION BOX R/W RIGHT OF WAY � CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. 5-12. SCP STREET CONSTRUCTION PLAN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" 2 .363• TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION T WITH 3.5' OPENINGS PER C.O.B. STD. S -12 •O• UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS -- • S CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. �f SCALE: 1 =50 CONSTRUCT SEWER MANHOLE SECTION DESIGNATIONi: 25 0 50 100 " . TYPE A PER C.O.B. STD. S -7. SECTION LETTER CONSTRUCT SEINER CLEANOUT A 50 12.5 PER C.O.B. STD. S -20. SHEET SECTION IS SHOWN r N J® V z W w z cD z w _J s z W ill Z Q J LINE TABLE LINE # SzE LENGTH BEARING Lt 18" 42.43 W4,V 07' 17.52"W V U Cn It N d- 0 Ln n 0 N 0 0 T- 0 co 0 C) k 0 E I 0 0 c� 0 C 1 Ln N Q0 i Q 0 0 0 cQ 0 c.� w 0 ry a 1-, 7 r sz% E La F f' V W J w C� zzo W 6 0 �0- J. .J V U g �a °o\ 4 CA CA r Ii. W SCALE: 1 " = 50' HORIZONTAL a i • . J z Q z z T- W W z to Z 3 3 0- O O y °= � • Z �i i © ` � , u ' t-z Z u O . w ` Z J 3 Z _! ul — ._._ wpm __�^ __ —.mommum� -- w in s1' W'y co _ oi o A d 3 + a 346, Mao +mod- N M �1 t 1 •� SEE SHEET 3 0 40 to I ;'14 F��.. ._...»....._....r...�..�.�..e.. .........a....�...r. �.. �. ...... ..... .. .�..,........�w,- �.,e.s. ..,.,. .....�,..._�....- ._....m- ...... jr • — d + � " �p o� W +� ; 5 � 'i • t 00 Ind Y ..»..._J.,l.................... .S•7 �Go I 15 Q0 I f � _.>,^..,.. �.._,....,...., a. m.....,. �... ��•. x..,...-.- 4.•--..._._..»....._,,......,-"-... .....- .i..,- ..�....- ._.._...... �is N� �;���1.,°�^� -'.� ...,......._..........,.....! 4 r a F .......:......._......... - f 0.4 cnz U) z N d W z a j i i otn - � o 18" SD N00•53'1 "E 122.59' 9 1 I S00'S31 a 2W SOO'53'12 "w 8" SEWER 142.58' w � _ (STA. 10 +00.00 TO 11+57-58) SCALE: 1 " = 50' HORIZONTAL a i • . J z Q z z T- W W z to Z W O I 'J y °= � • z Q M Ytt: ti) + 5 Z CO i 0 ? bb 0 ■ - . •• Z ��++��... yam• M U) Q APPkOX.I�MAtE FINIS , ED GRADE CENTER NE Z 0 — ._._ wpm __�^ __ —.mommum� -- o O LF CAFi $ ' INSTAL cn p_ _ a 346, POCOH ON TAS LN . SEE SHEET 3 (STA. 10 +00.00 TO 11+57-58) SCALE: 1 " = 50' HORIZONTAL a i • . 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J J d- • O i 00 .., .t 1— W co z W ' O •W I I z w- F- - (n CID (A p O ._ r W ti/�� 0 O w w � w- J w r 0i 0+ O r I O M Of C7 ��, „ Ul .. ui . cu 18< m z (h to 4m w (D LLJ (S 3:19 <00 a 3: 1 qe r cc ""20 V ++ � R 2 1 o � I 'i D Lu W— dh 2 r $ W sco cb C4 W~ H 00 I •- w = W {/� z to +A cn z ;a I � I • I � z � cb �rl -_._. _ _ ._•_ _ - --__ - -.- - - 346 342 338 334 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S -7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S -12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S -12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESI • SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN BIDWELL LANE (STA. 10 +00.00 TO 12 +85.16) SCALE: 1" = 50' HORIZONTAL •( V [ �• �§ j 1 a i • � 348 APPkOX.I�MAtE FINIS , ED GRADE CENTER NE ._._ f i 344 ;'14 F��.. ._...»....._....r...�..�.�..e.. .........a....�...r. �.. �. ...... ..... .. .�..,........�w,- �.,e.s. ..,.,. .....�,..._�....- ._....m- ...... • i s � i e s ' ...�... -..,4 ,.._,..e..........�... S ..e_....,. � �..,..�...... ..._.......,.....- .,.•r, -.e•. .__. r.r.� � _ �.... ..,..,......,m..�».,...�...»..3 } t cL INVER� 8" SEWER ; 5 � 'i • t {.«,.... ....-.. Y ..»..._J.,l.................... t 8 ' ..- ....,»....m.. � ,.,.. . Y- m'-._... �,_ ..a._._...<....,..».........x.. F .:........ m. ...,........_.�_�.�..,._,:....e f � _.>,^..,.. �.._,....,...., a. m.....,. �... ��•. x..,...-.- 4.•--..._._..»....._,,......,-"-... .....- .i..,- ..�....- ._.._...... �is N� �;���1.,°�^� -'.� ...,......._..........,.....! 4 r ...,�....._.�.^.,. F .......:......._......... - f 0.4 340 N J 1 00 z a j i i otn li3 ' , • s Z CA O Y db 1 3 i O w ; • t. 336 ` ado; O �� i co Z • w I Wo Z F ,.: Nn M s W Q W' I cn - - t W 332 ci i W; z S P1�C 01.21 0 " INSTALL' 1 fi4.57 LF OF $ PVC � 0.357 7 W JJ � ,,,,,i W 10+00 11+00 12+00 13+00 (STA. 10 +00.00 TO 12 +85.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1 " =50' zs o 50 ,00 50 12.5 E N 00 N r-- 0 N U7 n 0 cn N 0 0 c^- 0 C_0 0 k 0 E 0 0 :i 0 n i x Ln N co Q i 0 0 0 CD 0 F-- U W D O w n rAI BERKSHIRE R0. P H A S E SEE RIGHT d tY_ W J C) O C � Y V Of 8 V ,� A + U) Lo 4c v- W ,,r^^ m v• 10 00 g - co 346 342 338 334 qt P OCOH ON TAS LN . SEE SHEET 3 i N _ + will In J W J•►- Z U a. V O O +' f4 V I VOGEL WAY (STA. 10 +00.00 TO 12 +13.01) SCALE: 1" = 50' HORIZONTAL 10 +00 11+00 12 +00 (STA. 10 +00.00 TO 12 +13.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND;. 348 344 340 BERT 8" SEWER m *i 332 CL CENTERLINE SMH SEWER MANHOLE I N V INERT SCO SEWER CLEANOUT SD STORM FAIN SDMH STORM BRAIN MANHOLE MH MANHOLE EXIST EYJS11NG CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN D• . ;.3 •?-? TOP OF MANHOLE /T(P OF CLEANOUT ELEVATION T. -� • s CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. STD. S -7. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S -20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM BRAIN MANHOLE TYPE NA" PER C.O.B. STD. S -7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S -12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S -12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER A 2 SIffT WHERE SECTION IS SHOWN 346 342 338 334 VOGEL WY. ! ! cn SEE LEFT I I NJ N O f •J I dam 1 co I z +J� � c L) c M M M W ! 1 mmmwffimftw� doom alum I chi II. II WW ! p Z _ © W W m 100% 1 ! �► d "I Li. La_ 1 d + J � M W at W U) w 0 VN � SD S881r20 N E 1 I ©�� ' � 1 ' I is 1 cn z co I zM�M I II a�J I dJ�►> 1 • � W Y t3 J --t 1 co I co -j J -! o I 1 •aC : W LL: I +J� � c L) c + d0w Zw I mmmwffimftw� doom alum 0-4—aftwom-- 18 SD S89 56 05 W 205.2d------ 14+ 15 +00 16 +00 N89 08'55 "W BERKSHIRE ROAD (STA. 13 +50.00 TO 18 +00.00) SCALE: 1" = 50' HORIZONTAL 17 +00 14+00 15 +00 16+00 (STA. 13 +50.00 TO 18 +00.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL 17+00 18 +00 348 344 340 336 332 18 +00 SCALE: 1 " =50' 25 0 50 100 50 12.5