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HomeMy WebLinkAbout1.2-7256 PH 3 & 4 Record Drawingq MULTIPLE UTILITY TRENCH 4 R 5' , TYP. V J m3 4.5' MIN. 60" TO 7' MAX. ° TYP, MIN. q SEWER MAIN 5' TYP. 4" LAI ON DEEP SEWER, SLOPE LATERALS TO LOT UNE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. FINISHED STREET T_ R 4' WATERLINE J 3 36" TYP.�— I O 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION �c FOR SHALLOW INSTALLA11ON 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. NE COR SEC 10, 30/26 N 89'24726" W 4814.03' 1 1 I 1 I (o 0 M - I O 4.5' MIN. 1 TO 7' MAX. * uj z ., i J Ntai NI O Y OI Z VICINITY MAP NO SCALE BERRENDA MESA SEATER STORAGE DISTRICT 1 ► 11 112 1 13 11 14 1 15 1 16 I © 19 I 18 1 17 1 16 I �` to ► UI N I, 1 14 I 1 I 1 I UI 9 > — PIXTON A .= 3 Li 1 8 h.1 >- 4 6 5 4 3 2 1 1,20 1 12 .. 3 1J 13 14 ¢75 1�1R III 1 17 1 9u I ao�n SUMMARY OF IMPROVEMENTS STOCKDALE 1 T. 30 S, o _ R. 26 E. y%y 0: SEWER IMPROVEMENTS PHASES PHASE 3 2 MocPROJECT SITE 0 tr U. FL ABBREVIATIONS FLOWUNE Z PROPERTY LINE 6" SEWER LINE LF MING AVENUE 367 eaia X am o � EDGE OF PAVEMENT � o in 11 N 2 � A MH Z w FC FC p 4" LATERALS Q OW 5 1457 1 WHITE LANE CATCH BASIN R/W RIGHT—OF—WAY STANDARD MANHOLE EA a z 2 5 JB w A.P. 140 13 EA m 2 V) ELEV T.O.M. ELEVATION TOP OF MANHOLE C/G T.D.C. OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE BERRENDA MESA SEATER STORAGE DISTRICT 1 ► 11 112 1 13 11 14 1 15 1 16 I © 19 I 18 1 17 1 16 I �` to ► UI N I, 1 14 I 1 I 1 I UI 9 > — PIXTON A .= 3 Li 1 8 h.1 >- 4 6 5 4 3 2 1 1,20 1 12 .. 3 1J 13 14 ¢75 1�1R III 1 17 1 9u I ao�n SUMMARY OF IMPROVEMENTS 1 LEGEND: SEWER IMPROVEMENTS PHASES PHASE 3 PHASE 4 TOTAL FL ABBREVIATIONS FLOWUNE PA PROPERTY LINE 6" SEWER LINE LF 238 129 367 CL CENTERLINE E.P. EDGE OF PAVEMENT 8" SEWER LINE LF 618 376 994 MH TION MANELEHOLE FC FC FINISH CONCRETE FINISHED CONCRETE 4" LATERALS LF 1 834 1 623 1457 1 CB CATCH BASIN R/W RIGHT—OF—WAY STANDARD MANHOLE EA 3 2 5 JB JUNCTION BOX A.P. ANGLE POINT STANDARD CLEANOUT EA — 2 2 ELEV T.O.M. ELEVATION TOP OF MANHOLE C/G T.D.C. CURB AND GUTTER TOP OF CLEANOUT SCP STREET CONSTRUCTION EX. EXISTING PLAN INV. INVERT STORM DRAIN IMPROVEMENTS PHASES PHASE 3 PHASE 4 TOTAL 18" STORM DRAIN LINE LF 182 — 182 _ _ _ _ _ _ _ _ TRACT BOUNDARY CATCH BASINS EA 1 — 1 _ _ _ CENTERLINE STANDARD MANHOLE EA 1 — 1 UNIT BOUNDARY � EXISTING WATER w PROPOSED WATER - REFER WATER PLANS. EXISTING SEWER s - - EXISTING STORM DRAIN NOT A PART PROJECT MAP SCALE: 1"=200' ® SHEET N O. INDEX CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE SEWER AND STORM DRAIN PLANS FOR TRACT 7256 UNITS 3 & 4 INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES 3. PIXTON AVENUE & HAZELWICK DRIVE 4. RUSSELL RUTLIN WAY & APSLEY COURT LEGEND (CONT. —^-�0 CONSTRUCT STORM DRAIN UNE PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. s CONSTRUCT SEWER UNE PER CITY STANDARDS © CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. rr PIPE SIZE UTILITY W—WATER D—DRAIN G—GAS S—SEWER SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN NOTES: 1. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 2 ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 3. REMOVE ALL DL TEMP. CLEANOUT$ AT THE UNIT BOUNDARY AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES 4. REMOVE CAP do CONNECT TO EXISTING STORM DRAIN ON HAZELWICK DRIVE. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1 CONSTRUCT WATER MAIN CROSSING UNDER STORM DRAIN UNE PER WATER SECTION DETAIL 1 ON SHEET 3. 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 de STANDARDS SET FORTH BY THE CIN OF BAKERSFIELD HAVE BEEN MET. 3. NO CIN INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, 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 THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND RJESIGN CRITERIA SHALL BE COR D DURING CONSTFAC'TION JVJITED UCH CORRECTIONS SHALL BE REF �CTE� ON COIpREtTED L*"S S TO THE CITY ENGINEER. BY: ROGER A. McINTOSH R.C.E. 33322 2 —/-16 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. f1 -1A �1� Z_ g lit APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: 2' 7-16 ASSISTANT PUBLIC WORKS DIRECTOR BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 16 -n -If r�- Know what's below. 0111 before you di 1 STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING U11UTIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE AND/OR UPGRADING AS PER CITY ENGINEER. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED/DAMAGED/UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. NOTE TO STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS - D -14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -1, ST -2, ST -3, ST -6, ST -13, ST -14, ST -18, ST -22 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6'. 8% 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPUNGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC UNING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE UNING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE UNING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.6. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS. SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25'C t3 ). PROPERTY INITIAL (PAR. 1.9) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS. WITHOUT DAMAGE TO THE UNING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.6) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20X** 5% 5%** 1%** 1X 0.1% 0.1% BCU NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF UNING. INSTALLATION OF THE UNING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS. SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE UNING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE UNING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE THE UNING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST UNING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE UNING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE UNING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND UNING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE UNING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF UNING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH UNING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY UNING OR CLAY PIPE), THE UNING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE UNING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE 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 WITH A SUITABLE FORK UFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED UNING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. I.G. FIELD JOINTS IN UNING FOR CONCRETE PIPE THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY PONT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE UNING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE UNING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE UNING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOO. SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE UNING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE UNING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH L=AD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS CONTRACTOR SHALL SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 13. ALL SEWER STUBS SHAD_ BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. _`' :,Y INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH UNING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR 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 14 ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD (TINKER do RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH UP TO THE QUARTER POINT OF THE PIPE. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE i_ THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID OF BAKERSFI STANDARD DRAWING S-20. O° ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS AND INSPECTED, INITIAL BACKFILL SHALL PLACED BOTH SIDES AND OVER THE = n*i I OCCURRED, SHALL BE ACCOMPUSHED IN ACCORDANCE WITH SECTION 7-2.0 1.E PARA ) PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH R S SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL MANHOLES SHALL BE TYPE "A" FOIR PIPES UNDER 48" IN DIAMETER AND TYPE 'B' FOR B 8 ABOVE BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND PIPES 48' IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLEV c: EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2' MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. Otf WILL BE TESTED BY THE PURCHASING AGENCY. THE WILDING STRIPS SHALL EXTEND 2 COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 15. STORM DRAIN PIPE w INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE z LL, WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE LINER ADJOINING THE WELDING PERMITTED. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET > STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE THE SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. " 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE IN "REINFORCED z I BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROWING, SECTION 65, CONCRETE PIPE', OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 5; AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. � WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING =, THE PROJECTING WEU) STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS u o -i MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE OR SPECIFICATIONS FOR STANDARD JOINTS. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROWING it-li SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. BEFORE SUCCEEDING LAYERS ARE PLACED. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 'LAYING SIPHON AND PRESSURE PIPE", OF Iro THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION DESIGNATION "D". ROWING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED F_ PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET COMPACTION. HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL n 00 THE FOLLOWING REQUIREMENTS: BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF M 00 ! SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROWING SHALL BE FREE FROM MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE FITTINGS = m N 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE AND M WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR � Q IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM MATTER, OR OTHER UNSATISFACTORY MATERIALS. FLATTENED WILL CAUSE THAT PIPE FITTING TO BE REJECTED. O 5E 0'0 TO ASTM p 3212 AND ASTM F 477. O IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE z tL I I H 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT a -] `� ` - F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. w 0 ENGINEER. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION w to Z SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK' AND SECTION 6-3. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS 3 0 .-. � � 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S "TESTING". OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE � , w toO GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF PUBLIC WORKS, DIVISION OF HIGHWAYS EACH LAYER OF BACKFILL MATERIAL SHALL 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 0 E to N v FLEXIBLE THERMOPLASTIC SEWER PIPE'. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND w m S.: 4. FIELD TESTS. FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THEE FOLLOWING: EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE 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, Y m a 8 5 5 COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 - OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO ' CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT m ` THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS 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 PURPOSE IN ORDER THAT BEL_ HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN . LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE OF THE FOLLOWING D2922 OR D1556. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING bZ SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. FLUSHED INTO AN EXISTING STORM DRAIN LINE. MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) - _ � WHERE Y = ALLOWABLE DEFLECTION IN X (5%) COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL 6 _a � M S. BASE I.D. =ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE 'c U 6 MANUFACTURER) COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE O 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 WILL THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) S DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATIONREQUIRED TESTS SHALL BE DETERMINED Y THE CITY ENGINEER. BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. I,S�O� MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE 10, SEWER PIPE INSTALLATION 16. BORED/JACKED PIPE 0 EQUAL TO THE NOMINAL DIAMETER OF THE PIPE SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. c o ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILLEND. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFlL.LED WITH SAND. IF THE PIPE . ___) EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. HANDUNG OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING 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 in r S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS., AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTORS EXPENSE 7. TRENCH EXCAVATION ' 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 THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/ REJECTED. JACKING OPERATIONS PRIOR TO BORING OR JACKING. 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. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTENTION OF SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE U)PROVIDING THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE WORK PROGRESSES, THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING o CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL w PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF x TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT PIPE AND FITTINGS SHALL BE CLOSED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. INSTALLATIONS SHALL MEET CITY STANDARD S-39. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT STABILITY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING 8. BRACING AND SHORING SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. 17. MINOR STRUCTURES w THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO 4 RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE OR INCORRECTLY CUT. DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO -- BACKFlWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPU=TED THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE BACKFILL AT ALL TIMES. AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER DETAILS ON THE PLANS. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, OF THE 1994 EDITIONS, 'STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, ECC ECC THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE D SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE STRENGTH REQUIREMENT OF ASTM. EACH SUCCESSIVE MANNOSE SECTION SHALL BE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 ' SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL TO MAKE A WATERTIGHT JOINT, V SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE HOURS PRIOR TO ANY TESTING. SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. = CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO 18. ADJUST SURVEY MONUMENT ENCASEMENTS " F- 4 .w Z LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROH181TED 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 SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR . '0 cz ON THIS PROJECT. BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDREU.ED TO INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE . r." a .i 9. TRENCH B-ACKFlLI REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CAG PUMPS, EQUIPMENT, WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. = 0. SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM z TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN OF THREE DAYS. K= I- ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. �, _ Q THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN ir r=4 _ AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION 0 incz ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE I *_' 0 C-) SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON DAY. 2 ul PIPE OPTIONS. STORM IN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH � (- ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE � a O Q THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. WHEN SURVEYS ARE REQUIRED. F -"N 2 BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL ~ co TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE. IN SUCH A MANNER 11. SYSTEM TESTING BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. QAC 5 q 0 AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELD f P ^` � To - 0 �, C BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. No 3 � AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT ,_cc SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN TH RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE P )- 20 VLu w BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING T�TFOFCA��Fp4�\� r___4 t (4 METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO 19. CONNECTION SEAL TO PVC LINED SEWER UNE OR MANHOLE - Q N INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR WHO WILL ALSO INITIAL in F - ABOVE THE PIPE ZONE WILL BE ALLOWED.AND DATE THE 'CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER CCS aD- IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, "CHAIN OF THE CONNECTING UNE THE CORES HOLE SHALL BE DESIGNED TO CUT A HOLE WITH ' ..t'� ..fig �, OD BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE THE COMPLETED OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES MINIMUM DAMAGE TO REINFORCING STEEL., PIPE OR PLASTIC LINER. DISPOSAL OF THE CONTRACTOR. THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED u LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER IN-SITU MATERIALS. THE PROPERTY OF THE CITY. MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING UNE SHALL BE SEALED TO � ; THE PVC BOOT WITH S1KA 449/203 PRIMER AND SIKA FLEX to SEALANT OR AN APPROVED EQUAL ACHIEVING FIRM BEDDING BMW PIPE SPRINGLINE, CONTRACTOR SHALL PROVIDE "FIRM 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE THE PVC B00T SHALL BE ORDER SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.THE E SPECIFICATIONS PYC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. EXTENDING A MINIMUM PLASTIC LINER MANUFACTURER'S RECOMMENDATION. - - - BELL OMR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW LINE x+} �"' '1' SvR;1 'X THE CONNECTION UNE SHALL BE CENTERED IN THE CORED HOLE AND PLAC b* 30'4 - VLI I I THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFlWNG. CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT -OF- + WITH THE INSIDE WALL OF THE RCP.WJ F- (A AND COUPLINGS SHALL BE AVOIDED. WAY DNE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL. C.O.B. STD. DET. SW -1. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY _ N LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5 DEEP AT FLOWUNE. AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER .01 `r' 1 1 t RUSSELL RUTLIN WAY SEE SHEET 4 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 A UNIT, 4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90'00'00" C2 1532.50' 305.25' 153.13' 1124'45" C3 37.00' 53.51' 32.66' 82'52'10" PIXTON AVENUE STA. 10+00.00 C.L. TO STA. 20+33.53 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL INSTALL HAZELWICK DR. SEE RIGHT U N 1;7 **IF PHASES 3 & 4 ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, THEN THE DEVELOPER OF PHASE 3 SHALL CONSTRUCT THE TEMPORARY SEWER CLEANOUT ON PIXTON AVENUE AS PART OF PHASE 3. r, APSLEY CT. SEE SHEET 4 SCALE: 1 " = 50' 50 25 O 50 100 10+00 8" WATER MAIN I1 vv I- vu %J vv 18" STORM DRAIN 14+00 i5+ uu 16+00 17+00 LEGEND: FL ABBREVIATIONS FLOWLINE - PROPERTY LINE CL CENTERLINE EP. EDGE OF PAVEMENT ELEV ELEVATION FC FINISH CONCRETE MH MANHOLE FC FINISHED CONCRETE CB CATCH BASIN R/W RIGHT-OF-WAY �-- - JUNCTION BOX A.P. ANGLE PONT 4- air OF 18' RCP 0 0.12%' ELEVATION C/G CURB AND GUTTER T.O.M. TOP OF MANHOLE --- i SCP STREET CONSTRUC1mON EX. EXISTING PLAN NV. INVERT - - - - - '-� - - - TRACT BOUNDARY W - - - - m CENTERLINE N N a UNIT BOUNDARY w- cn cn EXISTING WATER ---- --- --- W- PROPOSED WATER - REFER WATER PLANS. --- --- s - 0 g00to Z - - ° - z EXISTING STORM DRAIN -- I -= - z -- -- -- - - - ---- Z ----- 364 o r' a W En (n 362 ------ -- X Z Z -� -- --- - ---- _ 200 362 W �. - dr I M>� p •' ooh 360 O - ---- - " t M --- -- °° cd �- - - --- Z _ - 360 358 aQ' + .� cg's ----- - Z I U -1 --'- -- J J _ - - 358 356 ' V) V) --- = --, - ---- - -- o w �_ . AP : OXIMATE --- - FINISHED L,:-0 z . :;z - ! GR ' E O TERUNE o .0 354 --- - - ---- -- -- ------- 354 -- --- --- 352 I L, LLJ c6 cn Q W en it 0 col 350 - ----- - --+--- - ---- 350 ti BOG• ! 348 y .�0�" - ---i- - -- i- - ----- -- APPROXIMATE IX. 346 ISHED - - i INV. 8-1 - -- ,� a (A . LA ss - 346 344-- _ - I--- O W J z o W v� W 1 i ��. c�5 1 �• 344 3421 Q ---- i -- APPROXIMATE FINISHED ADE O CENTERIJNEI i I INV. ---- -+ 8'S' - -- - - - - ---- - - 342 ,��`. EX 340 S wjw - d z u) '- -- Cp = -' 0o J-- -- - - - - ---- j-- -- 340 �+I U» W .z Z_ 338--- 33 - _zz -_- --- - - +------------- - - 338 Xd^ to (0 + 336 - W N A M - -- - -- - - - --- ,-- --1 336 334 O - -_ ! Q W W-- . Ono tj to w w INSTALL 126?96_LF_OF- - --- - 334 • 8" PVC SEWER 0.35% 332 ----1---------------- -- -- ---- ------ - - ---- --' 332 21+00 22+00 INV. 17 --- ' - - NV. 8"S --- -- --- -- --- LF OF 8' PVC SEWER ®1.03X . �---' I V. 6'S .. INV. "S ---_ . `� a r. M - W MR c 3 W .3 INV. W 8'S i I . 8'S I i Coco to Z �- z Z Iy S z Q folio J v z - + z _- 0 Z w o + >>' z z w I j . co o z z z'z p Z 6 Mr+ W Q a o) J ri U + eY - + >, > W¢ w J fn W wQ cn �� W W iJ IV IP WW Ij> J a .J W W INSTALL 100.00 SEWER LF 01.00% 44 6' P IN ALL 281. LF OF 8' PVC EWER 0 .35% INSTALL 3.62 LF 0 0.39% OF 8" P IN TALL 191.13 LF 8' PVC. SEWER 0 0.39X WWW INSTALL 300. #' 10+00 8" WATER MAIN I1 vv I- vu %J vv 18" STORM DRAIN 14+00 i5+ uu 16+00 17+00 LEGEND: FL ABBREVIATIONS FLOWLINE PA PROPERTY LINE CL CENTERLINE EP. EDGE OF PAVEMENT ELEV ELEVATION FC FINISH CONCRETE MH MANHOLE FC FINISHED CONCRETE CB CATCH BASIN R/W RIGHT-OF-WAY JB JUNCTION BOX A.P. ANGLE PONT ELEV ELEVATION C/G CURB AND GUTTER T.O.M. TOP OF MANHOLE T.O.C. TOP OF CLEANOUT SCP STREET CONSTRUC1mON EX. EXISTING PLAN NV. INVERT - - - - - '-� - - - TRACT BOUNDARY W - - - - m CENTERLINE N N a UNIT BOUNDARY w- cn cn EXISTING WATER ---- --- --- W- PROPOSED WATER - REFER WATER PLANS. --- --- s - 0 EXISTING SEWER - - ° - z EXISTING STORM DRAIN 18+00 19+00 368 366 364 362 360 358 56 354 352 350 348 346 344 342 340 338 336 334 20+00 LEGEND (CONT.): -�--0-- CONSTRUCT STORM DRAIN LINE PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A' PER S 89'4655" E C.O.B. STD. SW -4 & SW -5. 0 CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER 5.00' C.O.B. STD. D-14. UNLESS NOTED OTHERWISE s CONSTRUCT SEWER LINE PER CITY STANDARDS QS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 36.28' AND SW -5. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. l- PIPE SIE S 07'4536" E 4"W UTILITY: W -WATER D -DRAIN n► G -GAS S-SEIYER SECTION DESIGVATION: SECTION LE SHEET WHERE SECTION IS SHOWN 2 I I I I I I I I 1 Ex. 8'W 20 UNE TABLE LINE BEARING OL L1 S 89'4655" E 100.00' L2 N 00'13'05" E 5.00' L3 N 87'02'51' E 58.10' L4 S 22.30'30' E 36.28' L5 S 68'5512" E 42-59' L6 S 07'4536" E 139.43' * n► 126.95' SCALE: 1" = 5' VERTICAL Z N 1 ^ s SCALE: 1" = 50' 50 25 0 50 100 L� x �v 1 n + 368 W O O m O N N a 366 cn cn - -- -- ---- --- --- 1 1 UNE TABLE LINE BEARING DISTANCE L1 S 89'4655" E 100.00' L2 N 00'13'05" E 5.00' L3 N 87'02'51' E 58.10' L4 S 22.30'30' E 36.28' L5 S 68'5512" E 42-59' L6 S 07'4536" E 139.43' L7 S 08 58'42" E 126.95' PIXTON LEFT 8"W -SEE WATER PLANS t�?" 18 o� Zo W O J z 0. SEE LEFT �.� HAZELWICK Qvc DRIVE Q to IA CC N N Id N N C.L. �<�< 17 (n (n /n Vol NOTES: 1. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERIMSE. 3. REMOVE ALL E)L TEMP. CLEANOUTS AT THE UNIT BOUNDARY AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPi 4. REMOVE CAP & CONNECT TO EXISTING STORM DRAIN ON HA; DRIVE. CONTRACTOR TO VERIFY LOCATION AND INVERT OF Eb STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEE ANY DISCREPANCIES. 5. ALL SEWER LATERALS SHALL BE C IN SIZE, UNLESS NOTED CONSTRUCTION NOTES: 1 CONSTRUCT WATER MAIN CROSSING UNDER STORM DRAT PER WATER SECTION DETAIL 1 ON SHEET 3. Know what's below. tb_n -60111 before you dig. •#q d-'�r -� �f .{ gg � � �i � .�� � " ..cam 1 � {� �•� :1�a w Imo$ t v 1 INi', CITY RECORDS NO: rn O ro M Z) .5 d 0 O 00 Z u- 1 Q J LLJ W U 00 -J� s^- •-- W 0 O L, N (f) W Y Q m U PIXTON AVENUE SEE LEFT �.� HAZELWICK DRIVE z Id STA. 10+00.00 C.L. TO STA. 16+61.31 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL r-� SCALE: 1" = 50' 50 25 0 50 100 368----04 - -- - -- t39.�43-tF�OF---- - - -- 368 m 18 -RCP ® 012% 366 -- m- - -- -- ---- --- --- ----- - --- --- 366 0 x C ��- z 0 364 -= - z -- -- -- - - - ---- Z ----- 364 o r' a W En (n 362 ------ -- X Z Z -� -- --- - ---- _ 200 362 W �. - dr I z . Z f 360 O - ---- - " t M --- -- °° cd �- - - ----- Z _ - 360 358 aQ' + .� cg's ----- - Z I U -1 --'- -- J J ----------- - - 358 356 ' V) V) --- = --, - ---- - -- o w �_ . AP : OXIMATE --- - FINISHED ---' 356 ! GR ' E O TERUNE o .0 354 --- - - ---- -- -- ------- 354 -- --- --- 352 I 350 - ----- - --+--- - ---- 350 348 �'- - INV.8b -T - ---i- - -- i- - ----- -- 348 IX. 346 INV. 1'D --- - - i INV. 8-1 - -- 1 - � 346 344-- _ - I--- �� r M 344 3421 Q o: --- INV. ---- -+ 8'S' - -- - - - - ---- - - 342 EX 340 S wjw - d z u) '- -- Cp = -' 0o J-- -- - - - - ---- j-- -- 340 �+I U» W .z Z_ 338--- 33 - _zz -_- --- - - +------------- - - 338 Xd^ to (0 + 336 - W N A M - -- - -- - - - --- ,-- --1 336 334 O - -_ ! Q W W-- W i to w w INSTALL 126?96_LF_OF- - --- - 334 * 8" PVC SEWER 0.35% 332 ----1---------------- -- -- ---- ------ - - ---- --' 332 21+00 22+00 NOTES: 1. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERIMSE. 3. REMOVE ALL E)L TEMP. CLEANOUTS AT THE UNIT BOUNDARY AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPi 4. REMOVE CAP & CONNECT TO EXISTING STORM DRAIN ON HA; DRIVE. CONTRACTOR TO VERIFY LOCATION AND INVERT OF Eb STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEE ANY DISCREPANCIES. 5. ALL SEWER LATERALS SHALL BE C IN SIZE, UNLESS NOTED CONSTRUCTION NOTES: 1 CONSTRUCT WATER MAIN CROSSING UNDER STORM DRAT PER WATER SECTION DETAIL 1 ON SHEET 3. Know what's below. tb_n -60111 before you dig. •#q d-'�r -� �f .{ gg � � �i � .�� � " ..cam 1 � {� �•� :1�a w Imo$ t v 1 INi', CITY RECORDS NO: rn O ro M Z) .5 d 0 O 00 Z u- 1 Q J LLJ W U 00 -J� s^- •-- W 0 O L, N (f) W Y Q m U �.� .•. z Id Z r-� z W m CC O A ''OAA 0 z Lu t W En CCS �o J 0 <' uj I � I M rt 8" 45' ELL 8" SEWER MAIN--) WATER SECTION DETAIL 1 N.T.S. IL