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HomeMy WebLinkAbout1.2-6578 Ph 9 Drill Site Record Drawing' AN °S° INTO CURB FACE EACH SEWER LATERAL q MULTIPLE UTILITY TRENCH Z SEWER MAIN R 5'TYR rE 5' Y Y TYP. FINISHED STREET m /–GRADE r60' I•" I 60° *TO 7' MA%. I \ \ 1%MW. ON DEEP SEWER, SLOPE LATERALS �\ TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE rr WATERUNE SET LATERAL PROVIDING PROPER ' CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION * 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 WATERMAIN. 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. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. LEGEND: UNIT FL/F.L ABBREMA71ONS FLOWUNE R/W RIGHT-OF-WAY CL CENTERLINE M.H./MH MANHOLE ELM ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERRELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE OR CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD Q SURVEY MONUMENT N PROPOSED G� V� & VALVE BOX - SEE ® STORM DRAIN MANHOLE TYPE °A' X EXISTING GATE VALVE PER C.O.B. STANDARD. Y PROPOSED FIRE HYDRANT CATCH BASIN NTH 3.5' OPENING ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, V EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. S PROPOSED Y BLOW'OLT ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN PER C.0.8. STANDARD DETAIL S-7. SIZE ® CONSTRUCT SEWER CLEANOUT PER—PIPE 8°S—URUTY: C.O.B. STANDARD DETAIL S-20. W-WAr`G-GASB S� EXISTING SEWER MANHOLE D -SEWS TO 7' MAX. 'K MARKER FOR PER C.O.B. STD. S-1 LEGEND (CONT.) 351.. TOP OF MANHOLE - - - CIENTERUNE --- CONSTRUCT STORM DRAIN PER C.O.B. SID. —• S CONSTRUCT SEWER PER C.O.B. STANDARD -- w PROPOSED WATER - SEE CWS PLAN ---------- TRACT BOUNDARY EXISTING SEWER w – EXISTING WATER EXISTING STORM DRAIN 1Z _____.._d<___— EXISTING EDGE OF PAVEMENT PHASE LINE OEASEMENT LEGEND SECTION LETTER ___C SHEET WHERE SECTION IS SHOWN VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS FUTURE MAP I I INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES 3. EIFFEL PLACE 4. CORTIAU LANE SUMMARY OFIMPROVEMENTS STORM DRAIN IMPROVEMENTS UNIT UNIT 9 18" STORM DRAIN LF 36 CATCH BASINS EA. 1 SEWER IMPROVEMENTS � 6" SEWER LINE LF 477 8" SEWER LINE LF 40 4" LATERALS LF 945 STANDARD MANHOLES EA. 3 CLEANOUTS EA. 3 FOR FLIL19E P49CEL"1&P-W4R,,F=R WHIN TRACT 6578 UNIT 9 DRILL SITES nrlR ,WY • I n • • I s!•� a I s s 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 NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. Q —SHEET NUMBER COVER SHEET SCALE: 1"=200' FUTURE PARCEL MAP WAIVER SCALE: 1" = 200' 200' 100' 0' 200' 400' NOTE: CONSTRUCTION OF THESE IMPROVEMENTS ARE AT DEVELOPERS RISK. CITY ACCEPTANCE OF PUBLIC IMPROVEMENTS AND CREATION OF PARCELS IS SUBJECT TO APPROVAL OF RIGHT-OF-WAY DEDICATION AND PARCEL MAP WAIVERS. n R.C.E. 16-77-10 DATE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. REVIEWED BY: STUART PATTESON R.C.E. NO. 44898 ASSISTANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD BASIS OF BEARINGS: DATE: THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 f \*iER r 1 I"writ ENGINEER'S STATEMENT 3 1 , a � THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR SSP a UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES. STANDARDS, 1 1fi AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS _ OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. --_I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON i THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF -� —T I THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. Q —SHEET NUMBER COVER SHEET SCALE: 1"=200' FUTURE PARCEL MAP WAIVER SCALE: 1" = 200' 200' 100' 0' 200' 400' NOTE: CONSTRUCTION OF THESE IMPROVEMENTS ARE AT DEVELOPERS RISK. CITY ACCEPTANCE OF PUBLIC IMPROVEMENTS AND CREATION OF PARCELS IS SUBJECT TO APPROVAL OF RIGHT-OF-WAY DEDICATION AND PARCEL MAP WAIVERS. n R.C.E. 16-77-10 DATE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. REVIEWED BY: STUART PATTESON R.C.E. NO. 44898 ASSISTANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD BASIS OF BEARINGS: DATE: THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 f \*iER a � $/0'd SSP T • O Know what's below. Cal) before you dig. STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND CHEMICAL SOLUTION CONCENTRATION 1.I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS SUPERVISION NECESSARY TO COMPLETE INSTALLATION. SULFURIC ACID 20%- INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL SODIUM HYDROXIDE 5% BE TESTED PATH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS AMMONIUM HYDROXIDE 5%-• (TINKER & RASDR MODE NO. AP -W WITH POWER PACK OR APPROVED EQUAL) OATH BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. NITRIC ACID 1%-• THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS FERRIC CHLORIDE 1% 1% CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT GROSS SOAP 0.1% ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL DETERGENT 0.1% ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY (LINEAR ALKYL BENZYL SULFONATE OR LAS OCCURRED. SHALL BE ACCOMPUSHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT NTH ANY BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM 8 ABOVE UTILITIES. IN THE EVENT A CONFUCT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE GE THE LINER THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL ALL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR FORMULATIONS ARE CHANGED. INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A URUTY IS DAMAGED THE -VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. WILL BE APPLIED TO EACH TAB. THE FORCE WALL BE APPLIED NORMAL TO THE FACE OF CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. UNER SHEETS SHALL BE A STRIP ALL BE HELD AGAINST THE CONCRETE DURING APPUCATION OF THE FORCE. THE CONTRACTOR SHALL VERIFY AND ELEVATIONS EXISTING SEWER LINES THAT MINIMUM INCH (1.65 MM) IN THICKNESS. LOCKING OF THE 10 -POUND (5 KG) PULL ALL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO THE NEW SYSTEM RES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE PRIOR TO DI Y EXTRUDE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WARN THE TE IAL A FURTHER SEPARATION OCCURS DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TOSHEET EDBYCON AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE TRENCHING. GROSSING UTIUTIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING CONTRACTOR PRIOR TO TRENCHING. OF SHEETS IN COD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION AS DIRECTED BY THE CITY ENGINEER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. TUE PLANS. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM EXCEPT AS NOTED ON PLANS. WITH THE LONGITUDINAL AXIS OF THE PIPE TRENCH DESIGNATION V. ROP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D'. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPARTMENT LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET FOR ANY WORK PERFORMED WITHIN AN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF INSIDE SURFACE. 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH THE PERMIT. IN ASTM D 3034 PATH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN TO ASTM D 3212 AND ASTM F 477. LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM C WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS NO PUBLIC HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE F -679R PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. IN REMOVING FORMS CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY UNES PER C.O.B. STD. SW -1, DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED i INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S UNLESS OTHERWISE NOTED. SURFACES WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. FLEXIBLE THERMOPLASTIC SEWER PIPE.'. 2. STANDARD DETAILS ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE FOLLOWING CITY OF BAKERSFIELD STANDARDS THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTN WELDING STRIP SHALL 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SHALL BE CONSIDERED PART OF THESE PUNS: BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY SPECIFICATIONS AND THE FOLLOWING: D-11, D-14, D-16, D-18 CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WIN WELDING STRIP FUSED TO THE PATCH AND THE DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, SOUND LINING ADJOINING THE DAMAGED AREA. CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL ST -6, ST -22 THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON a VCP INSTALLATION HOT JOINT COMPOUNDS SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS M TO THE LINING, A LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE LONG A MATERIAALS_ THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO PATH PIPE AND MANDREL. MANUFACTURER'S RECOMMENDATIONS THE MANDREL CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE DIAMETER WILL BE CALCULATED USING THE FOLLOWNG FORMULA: CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS WORK, OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) AND THE CURRENT ASTM SPECIFICATIONS C-12. 1.F APPUCATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING WHERE Y = ALLOWABLE DEFLECTION IN % (5%)SHALL BE SET FLUSH ATH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE WITH COMPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT MANUFACTURER) C-425. TO BE MADE WITH THE ADJOINING CONCRETE PIPE. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED NTH UNING, THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS "MAINLINE" CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING OR FABRICATED FROM THE UNING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WTH THE WHERE A PIPE LATERALNOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT LINED CONCRETE PIPE, THE SEAL BETWEEN THE UNED PORTION AND THE LATERAL SHALL REQUIRED) BE PER THE MANUFACTURER'S RECOMMENDATIONS. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. S-39, AS MODIFIED ON THE CONTRACT PLANS COMPACTION ABOVE THE PIPE ZONE 4. ABS PIPE INSTALLATION CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING UNED PIPE SHALL BE AS SHOWN ON THE PLANS. MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED 7, TRENCH EXCAVATION ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS IN UFTING PIPE ALL HANDUNG OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER NTH A SUITABLE FORK UFT. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SHOP -WELDED JOINTS SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE NO PIPE WITH DAMAGED UNING ALL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WDTH CONNECTS TO VGP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. REPAIRED TO THE SATISFACTION OF THE ENGINEER. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED ATI CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS SELECTION OF TRENCH TYPES ALL BE AS REQUIRED BY THE MATERIALS ALL BE CONSIDERED SUITABLE. GEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT EXTEND INTO. THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE INSTALLATIONS SHALL MEET CITY STANDARD S-39. 5. PVC PIPE INSTALLATION ADJACENT PIPE SECTIONS MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING 8. BRACING AND SHORING INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. IN UNE ON NEW PIPELINES CUT -IN FITTINGS ARE NOT PERMITTED. FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND JOINTS : USE ONLY EIASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL DESCRIBED TYPES: REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR BE IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. TYPE P-1: THE JOINT SHALL BE MADE WTH A SEPARATE 4 -INCH (10D -MM) REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WTH ANY OF THESE THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND 111 EMBEDMENT CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION MATERIALS ALL BE CONSIDERED SUITABLE EDGE TO ADJACENT LINER SHEETS NTH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING MM). BACKFILUNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE 6. REINFORCED CONCRETE PIPE NTH PVC LINING. BACKFILL AT ALL TIMES TYPE P-2 THE JOINT SHALL BE MADE NTH A JOINT FLAP WITH LOCKING REINFORCED CONCRETE PIPE H1H PVC UNING SHALL MEET THE FOLLOWING REQUIREMENTS: EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND SECTION 6422 OF THE CALIFORNIA LABOR CODE REWIRES THE CONTRACTOR TO SUBMIT I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV THE PIPE END. THE JOINT RAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, OR CLASS V NTH WALLS "B' OR "C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH, SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE GASKETS, AND LINER TESTS IN ACCORDANCE NTH THE FOLLOWNG PARAGRAPHS PIPE LINING OF THE ADJACENT PIPE USING i -INCH. (25 -MM) WELD STRIP. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELLCARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A AND SPIGOT DESIGN NTH A CONTAINED 0 -RING GASKET. AND AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING REGISTERED CML OR STRUCTURAL ENGINEER; HOWEVER, USE O SYSTEMS THAT ARE PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' AND JOINT MORTARING SHALL AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), LESS EFFECTIVE HIEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS O THE PIPE ALL WORK FOR AND IN CONNECTION ATH THE INSTALLATION OF THE HEATING OF THE LINER MAY BE REWIRED TO AVOID DAMAGE PROHIBITED ON THIS PROJECT. LINING IN CONCRETE PIPE AND FIELD SEAUNG AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY NTH ALL APPUCABLE SPECIFICATIONS INSTRUCTIONS AND THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A NDTi 9. TRENCH BACKFILL RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) REQUIREMENTS. FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE UNING. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN 1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC UNER PLATE SHEETS, WELDING ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. WHEN TESTED AT 77F t5 (25'C i3 ). WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A PROPERTY INITIAL (PAR. 1,C) CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABIUTY TO THE LINER ALL WORK SHALL CONFORM TO THE APPLICABLE BECKONS OF THE STANDARD PLATE. SPECIFICATIONS, DATED JULY, 1992 BEDDING CLASS SHALL BE AS SPECIFIED IN THE TENSILE STRENGTH 2200 PSI MIN. 2100 PS MIN. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN (15 MPA MIN.) (14.5 MPA MIN.) HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE ACCORDANCE NTH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS ORE DON AT BREAK 200% MIN. 200% MIN. JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED SHORE DUROMETER, TYPED 1 -SEG 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 i5 BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE ENOUGH THE WELD PROGRESSES TO CAUSE BACKFILL. MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED WELDING TOOL SHALL BE MOVED SLOWLY AS TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER WEIGHT CHANGE i1.5 A SMALL DEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS AUGNMENT AND GRADE. TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WTH ASTM OF TUE WED STRIP' D412 USING DIE B. WIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY THE FOLLOWNG SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 3 -INCH (75 -MM) SAMPLES SPECIMENS FOR TESTING OF INITIAL PHYSICAL 360 DEGREES: AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPUED WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WTHOUT 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF ABOVE THE PIPE ZONE ALL BE ALLOWED. RUPTURE OF THE LOCKING EXTENSIONS OR WTHDRAWAL FROM EMBEDMENT. THIS TEST POTENTIAL FUTURE GROUNDWATER BUILD-UP. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21- - 27' C INCLUSIVE ( ) 1.H. APPUCATON TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS ALL ,HINT, REQUIREMENTS. UNER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO DISPOSAL OF THE CONTRACTOR. CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS THE INNER FORMS SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES ADVERSELY AFFECTING 1E CHARACTERISTICS THE MATERIAL THE USING A MINIMUM NUMBER OF SEPARATE PIECES THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF HE REPAIR ENGINEERENGINEERMAY AUTHORIZE THE REPPAIRIR OF SUCH DEFECTSB BY APPROVED METHODS. UNLESS OTHERASE SHOWN ON THE PLANS„ THE LINING STALL BE RETURNED AT IN-SITU MATERIALS. THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE 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, ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE CONTRACTOR SHALL PROVIDE 'FIRM CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT WITHOUT DAMAGE TO THE LINING. PROCEDURE SHALL BE FOLLOWED AT JOINTS MERE THE TYPE OF PROTECTIVE UNING IS THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE 1.C. CHEMICAL RESISTANCE OF UNER.* AFTER CONDITIONING TO CONSTANT CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH SPECIFICATIONS. WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT NTH THE BE EXPOSED TO THE FOLLOWNG SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F i5 PLASTIC-UNED CONCRETE IF THE UNER CANNOT BE SEALED NTH ADHESIVE BECAUSE BELL OR COUPUNG HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO (25' C i3 ). OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR OQUPUNGS. DURING AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS REGULATIONS THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER BEDDING AND BACKFIWNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPLINGS SHALL BE AVOIDED. ACCORDANCE WITH SECTION 7-203(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO NTH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, MATERIAL THE MATERIAL ALL BE SUBJECT TO REJECTION. 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 PONT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL 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 PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE O THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL GE INITIAL BACKFILL, 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 OR 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 BACKFILL 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 BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (9D%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL 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 BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WTH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBUC WORKS, DIVISION CE HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS EXCEPT THAT COMPACTION IWTHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30', AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWNG 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 THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10, SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE 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 WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WALL 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 LATNG 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 UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT NTH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE 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 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. WTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACIUTATE 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. 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 ALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPEUNE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WREN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE ATH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPEUNES" OF THE 1994 EDITIONS "STANDARD SPECIFICATIONS" FOR PUBUC 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 UNES. CARE STALL 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 STALL 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 RUSHED INTO AN EXISTING SEWER UNE 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 WIN THE PIPE MANUFACTURERS RECOMMENDATIONS PAYMENT FOR SEWER LATERALS ALL 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 ATH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO NEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WTNESSED BY THE CITY`S CONSTRUCTION INSPECTOR, WHO ALL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE NTH 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 SHALL BECOME THE PROPERTY OF THE CITY. 12 WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES 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 CE 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY LINE NTH 30" OF COVER AT FLOW UNE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF-WAY UNE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL. C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT ROVAJNE. UNED MANHOLES THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING UNE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE NTH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, PLASTIC UNER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING UNE SHALL BE SEALED TO THE PVI: BOOT WTH SIKA M PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL THE PVC BOOT SHALL BE ORDERED SO IT WLL FIT SNUGGLY 0 THE OUTSIDE WALL OF THE CONNECTION. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOUDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE CONNECTION UNE SHALL BE CENTERED IN THE CORED HOLE ANBD PLACED SO IT IS FLUSH NTH THE INSIDE WALL OF THE RCP. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. 13. ALL SEWER STUBS SHALL BE CLOSED WTH 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 CAUFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CIFANOUTS 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 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 THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WELL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECFICAKONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESLIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING PATH 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 PATH 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 CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE AT TIMES MEN 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 SZE FOR THAT PURPOSE IN ORDER THAT BELL HOLES MAY DE 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, 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. 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 NTH 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 NTH 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 NTH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE 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 STASIUTY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH 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 OF PRECEDING NTH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE ALL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION ALL 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 CIN 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. 0-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. RL. SURVEY MONUMENT AND FRAME AND COVER NTH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE NTH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBUC 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 TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE. FROM PUBUC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT ALL BE SET BY OTHERS THE OWNER ALL 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. u_.2yaTy ems' U a ;rd ,,. $. w 5 I -It 4 .w. 0 Know what's below. 0111 before you dig. F&r,{( BikC.S HAWI(SMOOR SL N PER SEPARATE PIANS r� o �w ± zci� m Ili(z^ JC UY- fV 1 J_ Fg^ 4N 1 n ♦^♦ 4 / Y O VisY + WI' d WN mN i PIPE TABLE SEWER LATERAL TABLE ON � �R/W R/W 23.39' ' PIPE SIZE BEARING LENGTH SLOPE M#LENGTH BEARING S59' 55' 43.96'E __L1 11+00 F/L Pi 6" N00'3529°E 190.00' 1.32%10+0 -__ _ —I_ _ _ i 1 +Op S86' 13' 45.12"E 1 T PI —_L200 L3 \ P2 6" NO6'53S4°E 168.00' 0.50% sss' S5' 43ss"E F/L g 26'5Pz Silo P3 6" N7234'55"E 59.07' 1.00% S33' 55' 41.43"W BBV rc StP. SJ2' Oi' 11.48"W R/W r .e o d n $ ? u \ "' Y N33' 55' 41.43"E M \ ~ m N STA. 13+77.25, SEW31.87 RL F/L ER o Q 0 Q V \ < i C1 Z I rc 00� i ✓i m ¢ N m a s lo'r W3� W N' h I Zt� I a ,.zA g+ o g : o _ CENTER CUL-DE-SAC w ¢ o x 9z�-_- - -^ z n���rnI STA. 14+6262 GL =0� s6 5++N z z o 29.49' W co ¢ 33 w I 4 y LINE TABLE CURVE TABLE ' 2vaa' 20.5Y m UNE # LENGTH BEARING CURVE RADIUS LENGTH TANGENT DELTA Vc Lt 180.23 NO' 35' 2a88'ECi 130.00' 11.58' 5.79' 5'06'11• m ,/ ` C2 130.00' 10.81' 5.41' 4'45'49" I / �\ L2 105.52 N5' 41' 38.13E >J L3 7226 NO' 55' 49.02'E g. HSEPARATEAWKSM" L EIFFEL PLACE ;-2t; PER SEPARATE PLANS L4 82.22(STA. 9+95.00 C.L. TO 14+62.61 C.L.)SCALE 1' = SO' HORIZONTAL n : 1" = 5' VERTICAL ,� e 6 358Y�� I - 358 356 356 z as �y 3 354 z I z _ „„ , �- 354 ¢ .I > Wp 352 � z w M � �- > > 352 — z 350 , r �. �I�^ MM 350 _ _- Wd SWI ' w 348 - - �N� N 348 ATE III ED 346 346 344 j''St= S` -- -- �_ -I - 1 344 I IL 342 ._ �-f - 342 340 r 340 i EXNER t I 338"A"gn� ,I - -- 338 — _}---�_I V. 6 • SERER 336 _T - wV.6 SEWER _ J 336 IX INV. 6' SEWER 2 I 334 I 334 I 332 _ I 1 -� 332 DLI INV. 18• DRAIN : � 330 1 I"NsrAu 59.07 tF ok -- 330 tF OF 6•. 1 1 _ 1 L �tb� OF 6• P� SEWER Q 1.325 � -- INSTALL lsaao I— -�Pvc �xB�R 1 328 328i EX a osoz 6 PVC o 1.0 326 9+50 10+00 11+00 LEGEND: 12+00 13+00 14+00 15+00 CL CENTERUNE SMH SEWER MANHOLE --- CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A' D INV INVERT SCO SEWER CLEANOUT WITH 3.5' OPENINGS PER C.O.B. STD. D-14 SO STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. MH MANHOLE EX/EXST EXISTING MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 & SW -5 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CB CATCH BASIN ELEV ELEVATION UNLESS OTHERWISE NOTED. SCALE: 1" = 50' JB JUNCTION BOX R/W RIG -HT OF WAY Itr CONSTRUCT CATCH BASIN 'A• SECTION DESIGNATION: 50' 25' 0' 50' 100' C&G CURB & GUTTER FOC FACE OF CURB TYPE PER C.O.B. STD. D-14. P/L PROPERTY UNE FL FLOWUNE O CENTERLINE MONUMENT SECTION LETTER A 363.2 TOP OF MANHOLE%FOP OF CLEANOUT ELEVATION -__ CENTERLINE --- __ - 2 T.O.M. EXISTING SEWER UNE SHEET WHERE SECTION IS SHOW — 5 CONSTRUCT SEWER PER CITY STANDARDS EXISTING STORM DRAIN UNE CONSTRUCTION NOTES ® CONSTRUCT SEWER MANHOLE EXISTING SEWER MANHOLE TYPE "A' PER C.O.B. STD. SW -4 AND SW -5. O REMOVE EXISTING SEWER CLEANOUT EXITING SEWER CLEANOUT & INSTALL SEWER MANHOLE ® CONSTRUCT SEWER CLEANOUT - EXISTING DRAIN MANHOLE OO CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION"m< , PER C.O.B. STD. SW -6. OF EXISTING SEWER AND STORM DRAIN LINES BEFOREE aS/O^dq CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ppVOQ , NEpTG✓Fym W^Q��\NE Know what's below. 9 D ",TFQP� Call before you dig. I)y..II ST4< HAWXSMOOR STREET MACLURE DRIVE PER PER SEPARATE PIANS ` SEPARATE PLANS ILII III 1 ¢Ilm o 11 , .ill$ 1� III to I I I I fvi i �mci SS'i ANON' I w3 I � I � I g.� -o •i 3I x z N- 2 ff a mg?i �m.,r a _m 8" WATER PER ry '-' m 6N m m I� mi �n Im i W I� o w a' d SEPARATE PLANSIN /,.1 MN N M �1 W IN Q n W W Z N N N 3N I R/W 1 y I N R/W 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 9+50 10+00 342 CENTERLWE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT - T STORM DRAIN SDMH STORM DRAIN MANHOLE MH 1\ I I CB N 11+00 S00'35'2YW 12+ o ELEVATION FA 13+00 RIGHT OF WAY C&G I u FA P7 PROPERTY UNE FL P2 FA T O.M. 36-'- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVADON s �l-I STANDARDS ® g�l rP6 r R/W ® CONSTRUCT SEWER CLEANOUT IPS, SOO.35'27"W H, 0.35% IU Z' r R/W a �q � I j i 'll\1 6 sm •ow`�i i I I p dlJ� N o J v zo i N N Y F -Uy 1 3�z1 z zz I _I B W v01 - M� fA>� n N Y S 1� N O N N O I T I pj I I I APPROXIMATE FIMSH[D-OROUL 1_. _ 0 LINE t _ ------ _ �IX. I • r tm N N TIL IIIV. 18' 2. 1 j III DRAIN UNIT 91 I I I t I ix HAMCSMOOR 'r������I•������������������������ J MACLURE DRIVE PFS$ SEPARATE PLANS Nrr 1 8 VLSI' 1 PER SEPARATE PLANS i -+ INV 6 �SENER + CORTIAU LANE INV. e" SEW INV. �' SEWER 1. IX IN TSTA. 9+94.94 C.L. TO 14+62.61 C.L.) I SCALE. 1" = 50 HORIZONTAL 08 40.631 MST 40.63 IX. X00 1" = 5' VERTICAL �OUSENFP LFIM It1 INSTALL Pk SEMEN 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 9+50 10+00 342 CENTERLWE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT - T STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST I CB CATCH BASIN ELEV ELEVATION m xNC11Od BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PAL PROPERTY UNE FL FLOWUNE T O.M. 36-'- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVADON — —s —CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE rP6 TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. SOO.35'27"W 40.63' 0.35% IU Z' U 6 sm •ow`�i p dlJ� N o J v zo M N ow`,' zow 1 3�z1 z zz I _I B W v01 - M� fA>� XN O S 1� I_ I T I I I I APPROXIMATE FIMSH[D-OROUL 1_. _ 0 LINE t _ ------ _ �IX. I • r tm TIL IIIV. 18' 2. 1 j DRAIN INSTALL®P. e 4�-ORCP ®%O -+ INV 6 �SENER + INV. I INV. e" SEW INV. �' SEWER 1. IX IN I 08 40.631 MST 40.63 IX. X00 _ �OUSENFP LFIM It1 INSTALL Pk SEMEN 0 0.35 ' PVF SEWER 035% INSTALL 138.911 LF OF 6"i PVC SE 0 1.00%1 _ tl11.47 LF OF 6' P SEWER �-1.00%1 O -1. I I LEGEND: ABBREVIATION CL CENTERLWE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SO STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB xNC11Od BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PAL PROPERTY UNE FL FLOWUNE T O.M. 36-'- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVADON — —s —CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE rP6 TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. SOO.35'27"W 360 358 356 354 352 350 348 346 344 342 3340 336 334 332 330 328 326 11+00 12+00 13+00 14+00 14+50 PHASE/UMT UNE CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. SID. D-14. CENTERLINE MONUMENT CENTERUNE EXISTING SEWER LINE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE PIPE TABLE PIPE SIZE BEARING LENGTH SLOPE P7 8" S00'35'27"W 40.18' 0.35% P2 6" SOO'35'27'W 138.91' 1.00% P3 6" N00'35'27"E 111.47' -1.00% P4 6" NOO'35'27"E 30.00' -1.007 18" S8924'33"E 50.00' -0.10% rP6 18' S89'24'33'E 36.00' -0.10% 8' SOO.35'27"W 40.63' 0.35% NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" VATH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: 5EC➢IX! fE71ER� SWEET WHERE BECTON ¢ SHOWN 2 CONSTRUCTION NOTES Oj REMOVE EXISTING SEWER CLEANOUT & INSTALL SEWER MANHOLE OCONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING SEWER AND STORM DRAIN ONES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 aA SECTION A 4SCALE: 1' = 50' HORIZ. P = 5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 SCALE: 1" = 50' 50' 25' O' 50' 100' rt -a3 e9 _. 01.s rta „;... 16 Know what's below. Call before you dig. ve�L1 ,>, 4'! I � I 0.1 cD _ ipN O I Fg 16 9 I .Nin Z 'fqw m U 6 sm •ow`�i p U < 'FK J v zo Nw mNw w ow`,' zow APPROIL I _I I — I_ I T I I I _ �III t �- _ �IX. I • r tm TIL IIIV. 18' 2. 1 j DRAIN INSTALL®P. e 4�-ORCP ®%O + aA SECTION A 4SCALE: 1' = 50' HORIZ. P = 5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 SCALE: 1" = 50' 50' 25' O' 50' 100' rt -a3 e9 _. 01.s rta „;... 16 Know what's below. Call before you dig. ve�L1 ,>, 4'!