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HomeMy WebLinkAbout1.2-6825 Ph 3 RevLEGEND: TOTAL ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T M• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN "A" MANHOLE TYPE PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. i lig �i � TO SEWER IMPROVEMENTS TOTAL 6" SEWER LINE 200 LF 8" SEWER LINE 1106 LF 4" LATERALS 1250 LF STANDARD MANHOLE 4 EA SEWER CLEAN OUT 2 EA STORM DRAIN IMPROVEMENTS TOTAL 18" STORM DRAIN LINE 1084 LF STORM DRAIN MANHOLES 4 EA CATCH BASINS 2 EA VICINITY MAP N.T.S. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES POCOHONTAS LANE 4R. VARDEN STREET & BIDWELL DRIVE VOGEL WAY & BERKSHIRE ROAD CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS VESTING TENTATIVE TRACT NO. 6825 PHASE 3 PHASE I ? q MULTIPLE UTILITYW I 23? TRENCH SEWER MAIN PHA 3 E 2 1 Q 4 n L 4 r- �, 4 z f I I I Ir 30 4' R 5- 4' 2 p ®I I s< 1 33 132 I I I I 1 1 1 ms i n I MW �' I I t II t I I1 I 5 WATERLINE = L_J_J___1__1� _ �L_�J__L_1� 4 P A E S Y Y TVP. FINISHED STREET - m 3 sGRADE 3 II >--- IIOiIONTJ E_536J. a a t n 1 1: I 13 1 1+ i ,s - I1 5' MIN. 60TO l a7' MAX.17 TO 7' MAX. TVP. 1% MIN. 1 k..WE ROAD ON DEEP SEWER, SLOPE LATERALS �` SET LATERAL PROVIDING PROPER TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES NOTE: TOLERANCE. A.'-'- 12HAR 9 nor 04199) Qv Tuc RAMP n*19R A66 PHASS-c ;;G or G44"STo1i�Tcn cmx ti TANrnt 1Sl Y DETAIL LL PFIASES TO BE CONSTKOC11M IN ORDER - TYPICAL SEWER LATERAL INSTALLATION �c 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. KEY M A P 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 SCALE: 1" = 200' PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. Q a ?'"S104 APPKOVM BY: REVISION A P PROV0 BY: P&N(EL k-W(LLA RCE 67609 Py -f> 9i3'/its Ao 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 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. ITHM RESPONSIBLE FOR ALL CALCULA NS AND DRAWINGS ON ANS AND Y OR VIOLATIONS OF SE O INAN S, S A AR SIGN CRITERIA SHALL BE RECTE DU NG CO TIO BY: R A. McINT05H R.C.E. 3.3,322 DATE EXP. 6-30-16 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. s ��)- Lrl\ U �Ig l APPROVED BY: NICOLAS FIDLER,'PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BASIS OF BEARINGS: THE BEARING OF N. 89.06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. r BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. d, ■ J ys 6 ge c' 1 S 1 MIN� ..O SITE fiGT _ e ro fiL 1., NINE VICINITY MAP N.T.S. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES POCOHONTAS LANE 4R. VARDEN STREET & BIDWELL DRIVE VOGEL WAY & BERKSHIRE ROAD CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS VESTING TENTATIVE TRACT NO. 6825 PHASE 3 PHASE I ? q MULTIPLE UTILITYW I 23? TRENCH SEWER MAIN PHA 3 E 2 1 Q 4 n L 4 r- �, 4 z f I I I Ir 30 4' R 5- 4' 2 p ®I I s< 1 33 132 I I I I 1 1 1 ms i n I MW �' I I t II t I I1 I 5 WATERLINE = L_J_J___1__1� _ �L_�J__L_1� 4 P A E S Y Y TVP. FINISHED STREET - m 3 sGRADE 3 II >--- IIOiIONTJ E_536J. a a t n 1 1: I 13 1 1+ i ,s - I1 5' MIN. 60TO l a7' MAX.17 TO 7' MAX. TVP. 1% MIN. 1 k..WE ROAD ON DEEP SEWER, SLOPE LATERALS �` SET LATERAL PROVIDING PROPER TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES NOTE: TOLERANCE. A.'-'- 12HAR 9 nor 04199) Qv Tuc RAMP n*19R A66 PHASS-c ;;G or G44"STo1i�Tcn cmx ti TANrnt 1Sl Y DETAIL LL PFIASES TO BE CONSTKOC11M IN ORDER - TYPICAL SEWER LATERAL INSTALLATION �c 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. KEY M A P 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 SCALE: 1" = 200' PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. Q a ?'"S104 APPKOVM BY: REVISION A P PROV0 BY: P&N(EL k-W(LLA RCE 67609 Py -f> 9i3'/its Ao 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 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. ITHM RESPONSIBLE FOR ALL CALCULA NS AND DRAWINGS ON ANS AND Y OR VIOLATIONS OF SE O INAN S, S A AR SIGN CRITERIA SHALL BE RECTE DU NG CO TIO BY: R A. McINT05H R.C.E. 3.3,322 DATE EXP. 6-30-16 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. s ��)- Lrl\ U �Ig l APPROVED BY: NICOLAS FIDLER,'PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BASIS OF BEARINGS: THE BEARING OF N. 89.06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. r BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. 0 d, M J ys 6 ge c' 1 S 0 cn (N i i ol 3 -D i 0 n I x i a STANDARD NOTES NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGH—OF—WAY SHALL BE POSTED TO ISSUANCE OF THE PERMIT. 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 IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 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. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-6, S-7, S-8, S-9, S-10, S-11, S-12, S-20, S-22. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS MALL 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 "MAINLINE" BANOSEAL 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 COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS MALL 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 0-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 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 UNE 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 I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: LA. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "8" 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 NTH THE INSTALLATION OF THE LINING 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 LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. 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 (AR. 1.C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 20OX MIN. 200% MIN. SHORE OUROMETER, TYPE D 1—SEC. 50-60 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10—SEC. 35-50 f5 WEIGHT CHANGE 11.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANCE 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 LINING 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 LINING. 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(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112—DAY REQUIREMENTS BEFORE COMPLETION OF THE 112—DAY EXPOSURE, CHEMICAL SOLUTION CONCENTRATION SULFURIC ACID 20%** SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 57,** NITRIC ACID 1%** FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL BOD 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. I.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 LINING. INSTALLATION OF THE LINING, 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 LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED NTH THE LOCKING EXTENSIONS RUNNING PARALLEL LITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING 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 LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING 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 LINING 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 LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 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 LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING 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 LINING 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 SUNGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. 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 LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING 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 POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING 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 LINING 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 WIELDING STRIPS. THE 4—INCH (100—MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT—SEALED TO THE LINING, 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 NTH 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 LINING 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 LINING 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 TOOL SHAD. 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 LINING 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. I.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 LINING 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 LINING 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 LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED I.I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER do RASOR MODEL NO. AP—W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS MALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED. SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10—POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10—POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WALL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM 0 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM 0 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T—WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN—FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO—NO—GO 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER - BASE PIPE I.D. —(Y/100 X BASE PIPE I.O.) WHERE Y = ALLOWABLE DEFLECTION IN X (5%) BASE I.D., = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL MALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE—BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE—ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION 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. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS MALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WALL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS. HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL. SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 0 TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WALL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED. BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN—STU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRING INE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL—SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL—SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD 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 STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID OF BAKERSFIELD STANDARD DRAWING S-20. 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 MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BE CONSOUOATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO KENT—SEAL, IN A GROOVED FOUNDATION. 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 RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA—HAMMER WALL NOT BE PERMITTED. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER SUBSEQUENT BACKFILL. ABOVE THE LEVEL CL INITIAL BACKFILL, THE TRENCH MAY BE GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE CONTRACT PLANS. OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE "REINFORCED USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PROVISIONS IN SECTION 65, CONCRETE PIPE". OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. BEFORE SUCCEEDING LAYERS ARE PLACED. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO ANO ONE—HALF (2-1/2) FEET OF PIPE% OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO STREETS, THE BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED MATTER, OR OTHER UNSATISFACTORY MATERIALS. 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 IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. REJECTED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE NEXT LAYER IS PLACED. TO UNE 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 UNE. AS THE EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 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 WITH BELLED ENO PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO OF THE FOLLOWING D2922 OR D1556. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE—EXCAVATED AND RE—COMPACTED. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. 10, SEWER PIPE INSTALLATION CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO AND BACKFILL ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 16. BORED /JACKED PIPE 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 CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH REJECTED. 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 PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. 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 WITH THE ADJOINING PIPE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. 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 BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PIPE AND FITTINGS SHALL BE CLOSED. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THE PLANS. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE SX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR—BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK Of CUTTING PIPE AND APPROVAL SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY. WITH SMOOTH EDGES AND FACES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF OR INCORRECTLY CUT. WORKERS OR THE STABILITY OF THE SOL AND ROADWAY ABOVE. THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCOROANCE WITH THE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL EXFILTRATION TEST OR AIR PRESSURE TEST PER SEC11ON 306-1.4, "TESTING PIPELINES" ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 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 17. MINOR STRUCTURES HOURS PRIOR TO ANY TESTING. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO CONFORM. IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING PLANS. FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE PLUMB. TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH 18. ADJUST SURVEY MONUMENT ENCASEMENTS THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENT'S SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE MINIMUM OF THREE DAYS. RECOMMENDATIONS OF THE MANUFACTURER. I AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING A MINIMUM OF ONE DAY. 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL THE MONUMENT WALL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 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 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD THE CITY. PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN—UNE TYPE AND SHALL BE USED FOR ALL BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE RIGHT—OF—WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. PERMIT. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY UNE OR RIGHT—OF—WAY UNE WITH 30' OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT—OF— WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7 DEEP AT PROPERTY UNE OR RIGHT—OF—WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. /,,� - �6�� �- -3 VARDEN ST. BIDWELL DR. 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S-20. 14+00 15+00 (STA. 10+00.00 TO 16+30.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 16+00 CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. 06r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN 17+00 18+00 19+00 17 348 344 340 336 332 328 N. 18 rd SCALE: 1 "=50' 25 0 50 100 50 12.5 0 H A S r Z p W U W Ni�Q VI F— Z W O 00 O �o a J.1 U CU P H A S E POCOHONTAS LN.ESEE Ik o: �i,J O• J �y J � I II 3 ZOOM �L'i3 I W 1 F 4 W •o -� J in I z Z 04 --p O = -1 = I Z M VM M ( O U M O C] 3 I 0 I� 2 �M _a IZ I ^3 30� I w0 ^3 o+ a BEARING N in- I =o 0 g C� lb J I�� Sao 42.43 N44' 07' 17.52"Wo c .- O VIZ I ,Q -00o m VIz W Ln (n � 23+3. N I c~n / 1 \ 0: P H A S E VARDEN STREET (STA. 10+00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL O J ZO p0 WZ Z'-(nZ U June f J ': f W J Z Z = N 00 00 = 00 Oo O Z o QJ» QU» U�Jwilo z Z Z Z ZpCi> Qf ? Q O r- - In ^s im in OOMtM aF+ic +in �O OQ JJ 0Q �J Q LLA W W V) WW Of t-- V)W INSTALL 42.43 ^^ r ---- --- --- - 348 LF OF 18 INSTALL 132.59OF ®0.12% 18" 'RCP '0)12% 346VOA '-- -- - - - - - - -- - c 17 'S';,• r - - - o - + 344 -- -- -� ; APPROXIMATE FINISHED GRADE ® CENTERLINE 342' --- -; I - W (` Z 340 -- -- 338 --- ; - - -- -- -- a • - - - - 336 NVERT ,8" -SEWER -- - 1h O W Z I 334. r NVERT 1$_"_ DRAIN.Ix '- Z ' > > CONTRACTOR TO VERIFY pz - z LOCATION AND INVERTS, Wci oz ---- - 332 O - - PRIOR ' TO CONSTRUCTION (n Q , z vS Ln' AND NOTIFY ENGINEER OF a d°D - - - l z �a N cn U 330 ' --- o_ rr r-- / 7 \ ANY DISCREPANCIES- - -�` -�' co- ✓ - acu rn W Q W W�O� t{M - mzo La � w w -- t, -- -- - - - - - + 328 INSTALL 152.58' OF 8" PVC ® 0.25% - cQ, ``' <w JO J k? CW C H Vcn) W 10+00 11+00 2+00 (STA. (STA. 10+00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: A IMPROVEMENTS TRUCTED W/ PHASE 2 CL CENTERUNE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN To 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. POCOHONTAS LN.ESEE o— -- N �y J � I II 3 > v ci o SHEET 3 MO ao(n >-Z If 4 N N I 18�NW�S16 M I TI I 04 --p LINE TABLE U V) o VWi V~i u' z � I \vI+ I \` - I-SO0'53'12"w -it- M O __��� �► 0 SOO'53'12"W 8� SEWER(152.58'77— N N320 I UNE SIZE LENGTH BEARING H A r 3 g��ui . t0 g C� lb J Li 18 42.43 N44' 07' 17.52"Wo c d O I L1J I ¢ Ln (n � 23+3. N I UJ FINISHED - --- = ----,APPROXIMATE t ! I -- - I � � 00 0 CENTERLINE N• �o� Q I • J �` � W 11 N Z = J 00 V) O O z �o N� T ,i VWi��Ote o uj Z cn I 11+11 M S 12+00 ` 13+00 3'11 . 6"1 SEWER 5 Z O �n a 00'S3d .. g" yyER 15.29' \ Z a 12aN(n cion Of +2 342 �-- - - - -------�._. - - -- ----- - -� - - - ' ui Lu Q 0 W INVERT 6" SEINER •��" .; --- _—oc„-tn CONSTRUCTED / PHASE 1 w .:�. O_ I (n_ xg0-�� oz LAJ U) - -- - -- -- - — -- --- RT 8" -SEWER- -" SE L00 - - - - - -- 340 . ;. w'j 12 Q Q POCOHONTAS LN. i C3 J ,- (^O SEE SHEET 3 z VARDEN STREET (STA. 10+00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL O J ZO p0 WZ Z'-(nZ U June f J ': f W J Z Z = N 00 00 = 00 Oo O Z o QJ» QU» U�Jwilo z Z Z Z ZpCi> Qf ? Q O r- - In ^s im in OOMtM aF+ic +in �O OQ JJ 0Q �J Q LLA W W V) WW Of t-- V)W INSTALL 42.43 ^^ r ---- --- --- - 348 LF OF 18 INSTALL 132.59OF ®0.12% 18" 'RCP '0)12% 346VOA '-- -- - - - - - - -- - c 17 'S';,• r - - - o - + 344 -- -- -� ; APPROXIMATE FINISHED GRADE ® CENTERLINE 342' --- -; I - W (` Z 340 -- -- 338 --- ; - - -- -- -- a • - - - - 336 NVERT ,8" -SEWER -- - 1h O W Z I 334. r NVERT 1$_"_ DRAIN.Ix '- Z ' > > CONTRACTOR TO VERIFY pz - z LOCATION AND INVERTS, Wci oz ---- - 332 O - - PRIOR ' TO CONSTRUCTION (n Q , z vS Ln' AND NOTIFY ENGINEER OF a d°D - - - l z �a N cn U 330 ' --- o_ rr r-- / 7 \ ANY DISCREPANCIES- - -�` -�' co- ✓ - acu rn W Q W W�O� t{M - mzo La � w w -- t, -- -- - - - - - + 328 INSTALL 152.58' OF 8" PVC ® 0.25% - cQ, ``' <w JO J k? CW C H Vcn) W 10+00 11+00 2+00 (STA. (STA. 10+00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: A IMPROVEMENTS TRUCTED W/ PHASE 2 CL CENTERUNE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN To 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. J `4 O I Z 1,.1 I o: r j J In O d in 18Z s I �v I a, JOp Is 3:19 UQ+ oc"pp Napo POCOHONTAS LN.ESEE -- N �y J � I II 3 > v ci o SHEET 3 MO ao(n >-Z If W Of I=Mif 22 Q Z J OU I F= z 11 W I TI I 04 --p U V) o VWi V~i u' z � I \vI+ I \` Co40 po 00 M O __��� �► D1CI) o0 N N320 I ^321d1 + ± H A r 3 g��ui . t0 lb J + � Q c J0 z + I 24 Ln (n � 23+3. N I UJ FINISHED - --- = ----,APPROXIMATE t ! I -- - I 00 0 CENTERLINE �o� Q o N Z -� 00 a. W N� T o uj Z cn 10 0 S --r--- Soo ����, 11+11 M S 12+00 ` 13+00 3'11 . 6"1 SEWER 100.01'- —NO - 3'12"EE _ a 00'S3d .. g" yyER 15.29' \ - J `4 O I Z 1,.1 I o: r j J In O d in 18Z s I �v I a, JOp Is 3:19 UQ+ oc"pp Napo FTN -- N �y J � I II 3 > v ci o /-- MO ao(n >-Z If W Of I=Mif 22 Q Z J OU I F= JW W mp 'nom�i.1 z oc J3 04 --p 0�civWi U V) o VWi V~i u' z O I \vI+ W=H ++ ZX vv \` Co40 po 00 M O . -A D1CI) o0 N N320 I ^321d1 + ± + �Off t0 lb + � Q c I Ln (n c;Z �� 2 346.GRADE FINISHED - --- = ----,APPROXIMATE t ! N FTN I P H N �y J � I II 3 > v ci to c� isM "S P i MO ao(n >-Z If W Of I=Mif 22 Q Z J OU 3 O <co� mf N- mp 'nom�i.1 z oc J3 04 --p 0�civWi I a a � (0"0 1 I �' VWi V~i u' z -:-7 52 z too too \vI+ W=H ++ ZX vv \` WJOHH ar U � Vf to BIDWELL LANE (STA. 10+00.00 TO 12+85.16) SCALE: 1" = 50' HORIZONTAL EXIST. IMPROVEMENTS CONSTRUCTED W/ PHASE 1 S r 1 �IfffffffffIIIIICONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. O�r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNA110NO SECTM LETTER _2 SHEET WHERE SEC11ON IS SHOWN A REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION � -�4 APPROVED BY: DJ 4 DATE DANIEL. PAPILLA Rc& 40M9 EXP 9/3o/!S SCALE: 1"=50' 25 0 50 100 50 12.5 N N v M �y J � LVJS rM �1 lSj�j�7 a > v ci CL {Y ZW P i �IfffffffffIIIIICONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. O�r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNA110NO SECTM LETTER _2 SHEET WHERE SEC11ON IS SHOWN A REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION � -�4 APPROVED BY: DJ 4 DATE DANIEL. PAPILLA Rc& 40M9 EXP 9/3o/!S SCALE: 1"=50' 25 0 50 100 50 12.5 M J N . -A 348 346.GRADE FINISHED - --- = ----,APPROXIMATE t -- - - -- - 0 CENTERLINE �o� Q o W 344 uj Z 342 �-- - - - -------�._. - - -- ----- - -� - - - ' EXIST. IMPROVEMENTS Lu Q INVERT 6" SEINER •��" .; CONSTRUCTED / PHASE 1 w --- - -- - -- -- - — -- --- RT 8" -SEWER- -" SE L00 - - - - - -- 340 i N J Z In Z' P ,- (^O V W z 338 " d ' `° - -- -- -- z - �,--- --- z�- _- -- Wim:' - ' -- "' <z- r� OO Jci >> • J O�4 Z C..)» + - pC J I U z y — _ o_ z o� z z Oo r- a� zg:z ,� °° ' 336 to Q Z '� - i Z to I- 00 W • CO, QO .-5- = M i�.t• Q��� H a w 3 t.� > , S 334 JON ±MM YU + M -- - --- -- - - — - --- m +d W Rd W > > > > J x 00 t� C4tn < N -- 3 Q W In W W �- J INSTALS ;100.00 'I F OF - - 'INSTALL N (~nWW -- - - --� Q - Xgtn o> �� > 32 o n 53.29 LF OF 8" P---- bj 6 PVC ®1. VCA 0.35% 00% La OC V H N W 10+00 11+00 12+00 INSTALL 22.79 2 of x`13+00 8 PVC A 0.25% (STA. 10+00.00 TO 12+85.16) SCALE: 1" = 50' HORIZONTAL c ) SCALE: 1" = 5' VERTICAL Z ... �IfffffffffIIIIICONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. O�r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNA110NO SECTM LETTER _2 SHEET WHERE SEC11ON IS SHOWN A REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION � -�4 APPROVED BY: DJ 4 DATE DANIEL. PAPILLA Rc& 40M9 EXP 9/3o/!S SCALE: 1"=50' 25 0 50 100 50 12.5 VOGEL WY. BERKSHIRE RD. P H A r 3 POCOHONTAS LN. SEE IEFT I I SEE RIGHT I SEE SHEET 3 + 1 1 I 8 I 6nr I I- I N I LV I NJN0 �p3 O�MtG I JIL) dc ci J z oo I z N 0 -jIxW I I z� I z o, o ,,, n W Z J I I In ,ry M II _j 4: z l ral;,F=r_, ZM M M 1 wo 1 I 1 krr> I I �M p u I w w 1 I W 3 -7 �n p 7 Q I J Z J 1 1 > I OJ_ -- _— --=J1 I '/� INW� / <J W W U Z I �- I I �i 10 11 °°� W ZU . 1 v, mU W W I a I i < a Q Q. c=�� I Q Ip ( mo ( �o�o C I I I- �••— I > p p J J 1 Z O —i L.1 < F + �NO :( Oa UM<w �+ J it "R VA Na a ILIJ C < + o < z W I In I I I- z a. 7 o o I U 1 o c~i� w I cn O` I I I N o T ; 8 SD 58837'20 E 1 °1 . 18" SD NOO'52'41"E 175.45 --• _ _ I 18 SD S89'56 05 W 205.20 .- 500'53'12"W- I-- g I I 14+00 15+00 IN89'08'55"W 16+00 17+00 18+00 � I o 346 342 338 334 All I III VOGEL WAY (STA. 10+00.00 TO 12+13.01) SCALE: 1" = 50' HORIZONTAL O -J Z 00 pW$Z Ld *l10m10 _ _..I Z Z Z Z Zul In + M M M O M M IM m Tw I- J�J Vl WW 10+00 11+00 12+00 (STA. 10+00.00 TO 12+13.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 348 344 340 VERT 8" SEWER 336 332 346 342 338 334 BERKSHIRE ROAD (STA. 13+50.00 TO 18+00.00) SCALE: 1" = 50' HORIZONTAL W 4u W p J O �c/) N� M W INSTALL 175:45 LF OF 18" CP ® D.25% ! I f M > 00 (I VJ N N W _ J i 1 + t " Z Z Z • — Z. W J Z j FINED I j �GRADE APPROXIMATE I ® gENTERLINE 1 I TOM. 36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. GRi;r4DE`w �ENTERLJWE ( 1 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS • s CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. SCALE: 1"=50' 1 r s I � i ® CONSTRUCT SEWER MANHOLE — - I -� i 1 ` INVERT a -- 1 L t i -- "SIN' PER C.O.B. STD. S-20. 2 SHEET WHERE SECTION IS SHOWN i I- J�J Vl WW 10+00 11+00 12+00 (STA. 10+00.00 TO 12+13.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 348 344 340 VERT 8" SEWER 336 332 346 342 338 334 BERKSHIRE ROAD (STA. 13+50.00 TO 18+00.00) SCALE: 1" = 50' HORIZONTAL 14+00 15+00 16+00 17+00 (STA. 13+50.00 TO 18+00.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 348 344 340 336 332 18+00 LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE p J O M� N� M W Z W3Z � IIs M>� ' W 00 ,010200 O C0 �- M > 00 (I VJ N N W _ J Z. J Z J — " Z Z Z • — Z. W J Z W z LL o ai Zlp�w� _i 01 rn Qo r D Q n .� Q lZ ,.I Ol 14+00 15+00 16+00 17+00 (STA. 13+50.00 TO 18+00.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 348 344 340 336 332 18+00 LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN 'A" Ji � MH MANHOLE EXIST EXISTING W�D> Y CB CATCH BASIN ELEV ELEVATION ! j j U z a J i ii/i W lJ W D JB JUNCTION BOX R/W RIGHT OF WAY U Zia w l t j INSTALL 151.80 LF 18" CP ® .20% ! I STALL 05.20 OF 18' RCP ®0.20�R T.O.A/ I AP ATE FINISHED TOM. 36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. GRi;r4DE`w �ENTERLJWE ( 1 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS • s CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. SCALE: 1"=50' 1 r s I � i ® CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. S-7. i 1 ` INVERT 18"DRAIN'I `INVER�i 118" D j AIN Y � ^_4 PER C.O.B. STD. S-20. 2 SHEET WHERE SECTION IS SHOWN 14+00 15+00 16+00 17+00 (STA. 13+50.00 TO 18+00.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 348 344 340 336 332 18+00 LEGEND: ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE ® CONSTRUCT STORM DRAIN 'A" MH MANHOLE EXIST EXISTING MANHOLE TYPE PER C.O.B. STD. S-7. CB CATCH BASIN ELEV ELEVATION CONSTRUCT CATCH BASIN JB JUNCTION BOX R/W RIGHT OF WAY TYPE "A" PER C.D.B. STI). S-12. SCP STREET CONSTRUCTION PLAN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" TOM. 36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION WITH 3.5' OPENINGS PER C.O.B. STD. S-12 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS • s CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. SCALE: 1"=50' SECTION DESIGNATION: 25 0 50 100 ® CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. S-7. SECnON LETTER ® CONSTRUCT SEWER CLEANOUT L - - - - - A 50 12.5 PER C.O.B. STD. S-20. 2 SHEET WHERE SECTION IS SHOWN 0 N 0 CD Z w w z c� w w CD z r in Z 6 J 1111111111 uuuu