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Home My WebLink About1.2-7166 Ph 4Z <c C-1) Z w co 5' 13' ' FA ' PA 5 5 1D SEE PLAN r r EXIST. A.C. SEE Wi l PAVEMENT PLAN ate.`. t NEW FINISHED PAD ____ _- _-- __--- - - -� -- - -------- ---- -- 1- ,--- -- -c = = == EX. UTILITY NEW j i NEW SEWER CLEANOUT --------------- TRENCH _____ --- --- - - - - -- - --- -_� -PORTION OF EXIS . NEW 4 SEWER LATERAL fi" O REMAIN rw SEWER T � Z ;�- uj PORTION OF EXIST.. U' C 6" SEWER AND ALL 4" W LATERALS TO BE REMOVED. NO TR TO CONACTOR; v AFTER REMOVAL OF EXISTING SEWER LINES, L.AIERALS 331: r AND CLEANNOUTS, CONTRACTOR SHE BACKFI L AND RECOMPACT Z TO 90 [DENSITY THE AFFECTED ASS, CONTRACTOR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN CAN APPROVED GRADING PLAN. DETAIL TYPICAL SEWER AND LATERALS INSTALLATION SUMMARY QF IMPROVEMENTS INDEX OF SHEETS cl SEWER IMPROVEMENTS TOTAL SHEET TITLE cwr PROJECT 3o 1. a° SEWER LATERALS TO BE rtaMovEU sit LF W 1. TITLE SHEET 2. 6" SEWER LATERALS TO BE CAPPED 977 IF 2. NOTES &SPECIFICATIONS AN0 REMOVED 13 EA. 3. DELACORTE DRIVE 3. SEWER CI-EANOUT TO BE REMOVED 13 EA. 4. NEW 4" SEWER LATERALS 171 LF 4. McGRAW Hill DRIVE 5. NEW 6" SEWER LINE 635 lF S. HOLT RINEHART AVENUE 6. NEW SEWER CLEANOUT 33 EA. BENCHMARK: TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MING AVENUE AND MILL ROCK WAY PER CITY OF BAKERSFIELD BENCH BOOK. ELEV. = 369.05 (USGS DATUM) BASIS OF BEARINGS: THE BEARING OF S89'30'50'E, SHOWN FOR THE CENTERLINE OF McGRAW HILL DRIVE PER TRACT N0. 6799, MAP BOOK 57, PAGES 71 THROUGH 79, IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. LEGEND: ABBREVIATIONS • S NEW SEWER UNE CL CENTERLINE INV INVERT EXISTING DRAIN LINE SD STORM DRAIN EXISTING SEWER LINE MH MANHOLE CB CATCH BASIN u EXISTING TRENCH LINE SMH SEWER MANHOLE SCO SEWER CLEANOUT EXISTING SEWER CLEANOUT SdMH STORM DRAIN MANHOLE EXIST EXISTING EXISTING SEWER MANHOLE ELEY ELEVATION FA FLOW LINE t'Q} EXISTING DRAIN MANHOLE PA R/W PROPERTY LINE RIGHT OF WAY EXISTING CATCH BASIN EX. EXISTING � CONSTRUCT SEWER CLEANOUT /PIPE SIZE PER C.O.B. STD. SW -6. s— unurr S =SEWER O EX. CONC. MON. W/ BRASS CAP d =DRAIN STAMPED "LS 4383" IN LH. PER TRACT N0. 6799 M.B. 57, PAGES 71 -79 Z <c C-1) Z w co 5' 13' ' FA ' PA 5 5 1D SEE PLAN r r EXIST. A.C. SEE Wi l PAVEMENT PLAN ate.`. t NEW FINISHED PAD ____ _- _-- __--- - - -� -- - -------- ---- -- 1- ,--- -- -c = = == EX. UTILITY NEW j i NEW SEWER CLEANOUT --------------- TRENCH _____ --- --- - - - - -- - --- -_� -PORTION OF EXIS . NEW 4 SEWER LATERAL fi" O REMAIN rw SEWER T � Z ;�- uj PORTION OF EXIST.. U' C 6" SEWER AND ALL 4" W LATERALS TO BE REMOVED. NO TR TO CONACTOR; v AFTER REMOVAL OF EXISTING SEWER LINES, L.AIERALS 331: r AND CLEANNOUTS, CONTRACTOR SHE BACKFI L AND RECOMPACT Z TO 90 [DENSITY THE AFFECTED ASS, CONTRACTOR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN CAN APPROVED GRADING PLAN. DETAIL TYPICAL SEWER AND LATERALS INSTALLATION vicnvl� � NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER CONSTRUCTION PLAN FOR TRACT NO. 71(3(3 `x KEY MAP SCALE: 1": 100' UNIT 4 NOTE: t. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCT10N INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. SEWER SYSTEM IS TO REMAIN PRIVATE AND THE MAINTENANCE SHALL BE THE RESPONSIBIUTY OF THE HOMEOWNERS ASSOCIATION. ENGINEER'S STATEMENT umm 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 DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-14 3- �7- r 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. APPROVED BY: NICOLAS C. FIDLER A l2�1 i ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12 -31 -14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE N i to p CJ cl cwr PROJECT 3o W Z vicnvl� � NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER CONSTRUCTION PLAN FOR TRACT NO. 71(3(3 `x KEY MAP SCALE: 1": 100' UNIT 4 NOTE: t. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCT10N INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. SEWER SYSTEM IS TO REMAIN PRIVATE AND THE MAINTENANCE SHALL BE THE RESPONSIBIUTY OF THE HOMEOWNERS ASSOCIATION. ENGINEER'S STATEMENT umm 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 DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-14 3- �7- r 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. APPROVED BY: NICOLAS C. FIDLER A l2�1 i ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12 -31 -14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE N i to p CJ STANDARD NOTES 1. G ,.�NERAL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN—LINE TYPE AND SHALL BE USED FOR ALL E LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST` 2 WORKING DAYS THE CONTRACTOR MAY SUBMIT TO THE ENGINEER STEVE ANALYSIS FOR UTILIZATION OF IN —SITU MATERIALS. ALL LATERALS " SHALL BE 4 IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A s WI MINIMUM OF 4 BEYOND THE PROPERTY LINE NTH 30 OF COVER AT FLOW LINE. BEFORE CONSTRUCTION. TELEPHONE 1 -800- 227 -2600 TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS ACHIEVING FIRM BEDDING BELOW PIPE .SPRIhiGL #NE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, G.Q.B. STD. DET. SW-1. 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 FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. LATERALS LS SHALL BE A MINIMUM OF 4.5 DEEP AND A MAXIMUM OF 7 DEEP AT PROPERTY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY LINE AND A MINIMUM OF 2.5 DEEP AT FLOWUNE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY 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 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS 13 THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR AND COUPLINGS SHALL BE AVOIDED. . ALL MANHOLES ES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY #S DAMAGED THE STANDARD DRAWINGS SW -4, SW -5, AND D -18 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL SHOVEL —SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS AS P D S , STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION , THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY L CONTRACTOR SHAH VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM SHOVEL— SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT OF BAKERSFIELD STANDARD DRAWING SW -6. DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES UP TO THE QUARTER POINT OF THE PIPE. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48 " � IN DIAMETER AND TYPE B „ FOR SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR " INITIAL BACKFILL. BEDDING MATERIAL” AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHER"SE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER TIME PIPE HAS BEEN PROPERLY LAID AND INSPECTED N B INITIAL BACKFILL SHALL BE PLACED O BOTH SIDES AND OVER THE KENT —SEAL, IN A GROOVED FOUNDATION. BY CONTRACTOR PRIOR TO TRENCHING. PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION THE FINAL P DE � 14- 5M DRAIN PIPE ALL EXISTING IMPROVEMENTS, {CURB, GUTTER, SIDEWALK, GROSS GUTTER, FENCES, SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL EQUIPMENT AND BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE E Q ETC.} THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL. BE REPAIRED OR REPLACED PRIOR R MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER O TO STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, GLASS III WITH RUBBER AS DIRECTED BY THE CITY ENGINEER. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. ALL EXISTING NG PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA — HAMMER WILL NOT BE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE C R "REINFORCED PLACED #N ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, PERMITTED. PROVISIONS IN SECTION 65, REINFORCED CONCRETE PIPE , OF THE STANDARD EXCEPT AS NOTED ON PLANS. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. STANDARD DETAILS SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE EXCEPT AS OTHERWISE DESIGNATED D GNATED BY CLASSIFICATION ON THE PLANS OR IN THE THE FOLLOWING CITY OF BAKERSFIELD STANDARDS OPTION OF THE CONTRACTOR SELECT IMPORTED MATERIALS MAY BE USED. NATIVE , SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. SMALL BE CONSIDERED PART OF THESE PLANS: MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, SW--1, SW -4, SW--5, D -14, D -16 USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE D -18, ST -6, ST -22, WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. 3. VCP INSTALLATION MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOUSE REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING SECTION 65- -1.06B, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. MATERIALS THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY BEFORE SUCCEEDING LAYERS ARE PLACED. CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE —HALF (2-1/2) FEET OF CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND THE CURRENT ASTM SPECIFICATIONS C -12. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED STREETS, THE BACKFILL WITHIN TWO AND ONE —HALF (2-1/2) FEET OF FINISHED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING JOINTS THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907o) RELATIVE WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION COMPACTION. REJECTED. C-42-. ", SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE PIPE AND FITTINGS FOR 6 8 ", 10 ", AND 12" SANITARY SEWER MAINS MAY STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM MATTER, OR OTHER UNSATISFACTORY MATERIALS. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIFICATION C --425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON— STREET AREAS. DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING BACKF, ILL TESTING AID} COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE LATERALS MAY BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WITH THE SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6--3, WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE REQUIRED) PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL TRENCH OR THE WEATHER IS UNSUITABLE. AT 11MES WHEN WORK IS NOT IN PROGRESS, MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 4. ABS PIPE INSTALLATION NEXT LAYER IS PLACED. WITH BE END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT ASTM SPECIFICATIONS D -2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE SIX (B) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. IN LINE ON NEW PIPELINES; CUT —IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 2319 OR ASTM (CURRENT EDITION) D1557 AND ONE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHERE ABS PIPE OF THE FOLLOWING D2922 OR D1 556. BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE— EXCAVATED AND RE— COMPACTED. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS !, 113, AND II! EMBEDMENT WORK. A LL WI PIPE SHALL BE CUT TO FIT ACCURATELY, TH SMOOTH EDGES AND FACES. MATERIALS WILL BE CONSIDERED SUITABLE. 9. SEWER PIPE INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED 5. PVC PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE OR INCORRECTLY CUT. PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING 15. BORED/JACKED PIPE MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT AND BACKFILL. ASTIVI SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CASING OR SMOOTH OUTSIDE S QE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH IN LINE ON NEW PIPELINES; CUT —IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS, THE ASSEMBLY OF JOINTS SHALL APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED s SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, B G, THE SPACE AROUND THE BE IN ACCORDANCE. WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY TIME CITY OF BAKERSFIELD. WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED !N ACCORDANCE WITH REJECTED. LOAD ONLY ANY ADDITIONAL STRENGTH RE Q REQUIRED BY BORING /JACKING OPERATIONS THE CURRENT ASTM SPECIFICATION D- -2321. ONLY CLASS I, II, AND Ill EMBEDMENT PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES SHALL BE FURNISHED AT THE CONTRACTOR' S EXPENSE. MATERIALS WILL BE CONSIDERED SUITABLE. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN THE CONTRACT OR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF 6. TRENCH E3�CAVATICN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, OPEN —CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY PERMITTED. E TIED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE ALLOW TH E REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON WEATHER IS UNSUITABLE. AT 11MES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF THE PLANS. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PIPE AND FITTINGS SHALL BE CLOSED. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE. PIPE. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO PIPELINE 0 E T GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR— BLOWING CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF APPROVAL. TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA , IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF GUTTING PIPE AND SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH SUFFICIENT JACKS TO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE 7. BRACING AND SHORING OR INCORRECTLY CUT. RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE WILL BE MADE THEREFORE. DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES" 16, MINOR STRUCTURES THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING HOURS PRIOR TO ANY TESTING. SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ACKFlLL#NG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS BACKFILL AT ALL TIMES. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO SW -4 AND SW -5. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, STANDARD D -14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE PLANS. TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL "KENT SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. BE SET ON A BED OF PORTLAND CEMENT GROUT OR SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. PLUMB. LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION 17. ADJUST SURVEY MONUMENT ENCASEMENTS PROHIBITED ON THIS PROJECT. COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE 8, TRENCH BACKFILL TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, 1N THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED {2130} FEET TO THE REAR THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. SYSTEM TESTING MINIMUM OF THREE DAYS. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SPECIFICATIONS, DATED JULY, 1992.. BEDDING CLASS SHALL BE AS SPECIFIED IN THE RECOMMENDATIONS OF THE MANUFACTURER. SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907o) UP TO THIRTY INCHES (30m) FROM FINISHED GRADE. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL ! BE INSPECTED WITH VIDEO EQUIPMENT A MINIMUM OF ONE DAY. DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING THE MONUMENT WILL BE SET BY THE OTHERS, THE OWNER WILL PROVIDE SURVEYS. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. 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. INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY EDI TELY NOTIFY CITY OF ANY MONUMENT ENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS � VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES . AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND THE STATIONING, BASED ON THE STATIONING OF THE APPROVE PLANS, OF ALL CONNECTED LATERALS) AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED ACCEPTED STREET WHIN RIGHT—OF—WAY. UNLESS SECURED BY A S SION AGREEMENT, A DEPOSIT SUBDIVISION SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A THE CITY. ' COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. BASED ON O APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED 1M THIN THE THERE MUST BE AT LEAST ONE FOOT' OF COVER OVER THE PIPE BEFORE COMPACTION A RIGHT—OF—WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE ABOVE THE PIPE ZONE WILL BE ALLOWED. PE MIT. R I 6 /V) I 0 uj I / , // / / EX. SEWER MANHOLE NO. 21 STA. 10+68.38I C.L. 5.00RT .___ ----I if C*V1(ZT1K1r_ DADVIKIf! p - nELACORTE DRIVE LSEE DETAIL "D" THIS DRAWING HARPERCOUNS STREET - SEE DETAIL "E" L SEE DETAIL "F*0 THIS DRAWING THIS DRAWING � m I I HILL DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9MON SCHUSM LANE I SEE DETAIL -'G" THIS DRAWING 1 SEE DETAIL AIL *H" THIS DRAWING \ SEE DETAIL "1* THIS DRAWING '1•' IIIIIIIIIIIIIIIIII .,< EX. SEWER MANHOLE NO. 32 0� . EX. SEWER MANHOLE NO. 31 0 i STA. 15+73.38, C.L. 5.00RT. w STA. 14+44.38, C.L. 5.00RT. HOLT RINEHART AVENUE --I < INV. ELEV. 364.62 E-W 8" y :3= INV. ELEV. 365.07 E-W 8" (PRIVATE STREET) w It I ar Z INV. ELEV, 365.21 S 6 INV. 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ELEV. 365.21 S 6 - - - - I - - PORTION OF EXISTING 17+ 1 00 - EX. 8"S, 61' SEWER TO REMAIN. - - - - - - - � ___ __ c ___ , \ ,e EX. 8"S - - INSTALL 51,00 LF 6" PVC SEWER FLOWLINE-\ 0 -2.00% SLOPE , 7 1 I I - N89*30'50'*W 51.00 - -------10' (.Ir - - __. __ 0 LIQ - - it.- III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII J <<*.*I'- II O' PUE 1. IS 2% IIIIIIIIIIIIIIIIIII�. __ f - -I- - - - - -_ I ( ) 1 5 00 2 fln 1_j t,,* INSTALL 14.00 LF 6" PVC SEWER ` . V_ I � 2.00 SLOPE N89:30'50#$'W 14.00 - .4, __ ---. %/ z __ . P N , <fy � I k� v " , &.:\I\ , W& - 4. - lb 0 r ll ! \� I � - - o� lb - � P% �. - ---- - I - I co Q m I D . w .: I 11� 0 6 0 X C) 6 1 I z CD 0 C) C) C) C1 I �- to �0 < ro �-_ rr) CO < CO < :D i Lij w =) cr Ile) b-c-11 w 0 � _j I 0 iz Ki __J_ V_ I w ,71 - ov- < b- I z: 4 < C:) < OT-- < * 1 1 4 _j CD LO - j C-) -C) � < LLJ ..C) -Ili _j .6r,.- ry 00 * 1AJ - - . 0 U) U pe)(0 LO _j C)o LO orf 06 4 W) C-) pe) (O w- PC) W) 0� X V_ 3z r,rj 3c: . ro V) 04 3: 0 ^ w LLJ Lc) w L-Lj Lo 2 I X LLJ qq 3c: V) + C) C) - CD - Q0 I w 3c: + 3 W > En - UJ U:>, I co v- ui 0 f I V) 2 . 1111- I - UJ r N & ,,-- _j t l-.. X 14- U-) �_ (n v- UJ '44- ,r-- M ui 1`14- . * 3g: <* >: 3:: < C) " of " ui I— 7, C) 3: <* >; 3:: <* b . 3: 2(1(1)1 00 ui �-- m (n 0 - ;7 c 5p, z(-(°n w z It I z I %_ I I � _j 0 . & . Jr U I < . I 'I D U C.i 1 9 1 W C> w + I 1 3: r--. 4 4 . I UJ ,T-- I I I En >IIII4 �_ I UJ I . I I (u 1\11T -:/-. el '0 DETAIL "Hp) H SCALE 7 p$-20$ \1I 4 LEGEND: . INV. ELEV. 365.49 E-W 8" ABBREVIATIONS Z INV. ELEV. 365.63 S 6" - - - 8"S - - - -I- - - - . - - 13+00 - - - - - - EX. 8"S -EX. t� . PORTION OF EXISTING S_ - INSTALL 17.00 LF FLOWLINE ,� " 6" SEWER TO REMAIN. I V_ 7 I . - - --- 6" PVC SEWER SLOPE I I i 1 .. N8_9*30' '50 "W 17.00' MANHOLE .- ) 1 I I X� J_ A I W161 w I �> _ ------ -41.,- , 'p - - Z---- -10 - I ---qmwm . *,,,*-- 01 2% 5' f<c 1b II ... i2 'O. �0 A I im - - - EXIST S__ 0 0wommammmm". . .. I I I 10 PUE * ELEV ( I I �� \ij 00) C1 I I 0 . 1 4 Of 6 I F- 0 C) 0 m I z: <D . CD I C ILI P6 2 2-1 CD c> �- PO to b.-I-01 C) �_ V_ 0 *3 < 00 I < 00 fn 0 �_ __j �_ _j < CS4 < U111 ui ui U C) < 0 �e * 3 '< " U) _j U"b . r*__ _j 0%0 , C) U n ED u to 6. • ro . m POn * 0 �_ ui LO M I- m w I f1e) UJ C) - M 3: (6 31: + 3:: + ;> c> w s: I waif 3:: w . m- ui N uj w 0 V) + C) V) "a (n T- _j . V-0- + T_ w V) o) *% 0 * 10 # 3:.- < b 3:: < C) :z - V) m :z --. uj I_ 0 I 1 w E_CD U z: mm m v)m •• 00 n . I co 1 1 coI - ---- ---- - I + Uj I V_ V_ < 4 4 • �__ 9 ILn � I I DETAIL Y'D it D SCALE 1 �$ 20 p 1*1.iiiii . I 1 5 6 1 1 5 # " . . i INSTALL 50.00 LF I 1 4 1 Q:> �� _ UD �� INSTALL , cr_ m 6 w " 6 PVC SEWER I 0 C> C> C> Q w w I C> c> - C) CD SLOPE & . :Z • X __j • ,-P, Caw C) CD I 90, ) of I UD 00 n . _j * �_ ro (0 < V*) �- uD Por. < 00 89*30 50 W 50.00 o =) Qf :D CD R #w W . I I z < re) * n < _j �_ .j I I I 3:: of cv 0 0 �ft w w 144- - 1.0to 30. r.� 3c: 1 3 m 06 . co CN - n to co W + > V> +- uj '44- >i: W C) - . r%. > V) I 0 * . I Li to uj . 0. + +0 �_ 3c: LO �:: i n , uj nw "w 2 CN:- CN U-i cq - X 0 %-- ,qq_ 'r- M V.- _j of w 04 ,-r-w -q- %-- C" CN CD V) +'CD _. I < * < >; n V_ I 3: , 3c: .<* b w - " * C) t. ft > * 0 - ,%I- T- M 11 uj �_ w I_ CD ,.-;Zr ;� >: <* c> o z - W �- c> 1 7;7 C" " . I m cn� V) V) z: cn '711 Ir- : <c 0 (n - Z vmo I I_ V.- I =:> - w �-o __j z: cn V) I 01 . :z U < ., I ui CO (Do"'i 1 4 po 1 5 - _ - __ ____�Jll _f U0 I W " I I I w + I .f-) re) 1 4 LLJ V-- 4 1 11 1 U) . 11 _'] f I 4 < >< �- I Li Ln -,------- I ", I I I I Jj\117 -;/-. ?I DETAIL 'PEP' SCALE 1 " =20' \I-,, 4 I ...."s I iiiiiiii,,Illllllllll1111111111 . - --"- - ._._• - . I 1 111111111111 III .* . I I 1111111!1110 * (.0 t_ * m 6 CD 0 C:) -1 a cac :z - 4 < w "11 r1e) t_ to 0 ui . m U-0 < l4//A. �r- -C:> w - cr.-I I 0u-i 00 Pei 0 r") UO to *pe) 3 W 43:: jr .wd- I w 'TI w lqd- > - 4 Ln + C> 3: +uj to �-- r. w lqd- _j cq M .-I " . C) #0 0 C3 W < >- cn w * < 0 z V_ z �- 25 �-:z I Ir- . V) V) z: w I f_ :D * I_j . Z U < 00 ., I w - I J rn I u 114- w .4- 4W + '] A 11114- v- m . I . �< I X F- - I LLI V) DETAIL—. "Fll F SCALE 1 " =20' \S,.,i EX. SEWER MANHOLE NO. 33 STA. 17+02.38, C.L, 5.00RT. INV. ELEV. 365.07 E-W 8" INV. ELEV. 365.21 S 6 - - - - I - - PORTION OF EXISTING 17+ 1 00 - EX. 8"S, 61' SEWER TO REMAIN. - - - - - - - � ___ __ c ___ , \ ,e EX. 8"S - - INSTALL 51,00 LF 6" PVC SEWER FLOWLINE-\ 0 -2.00% SLOPE , 7 1 I I - N89*30'50'*W 51.00 - -------10' (.Ir - - __. __ 0 LIQ - - it.- III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII J <<*.*I'- II O' PUE 1. IS 2% IIIIIIIIIIIIIIIIIII�. __ f - -I- - - - - -_ I ( ) 1 5 00 2 fln 1_j t,,* INSTALL 14.00 LF 6" PVC SEWER ` . V_ I � 2.00 SLOPE N89:30'50#$'W 14.00 - .4, __ ---. %/ z __ . P N , <fy � I k� v " , &.:\I\ , W& - 4. - lb 0 r ll ! \� I � - - o� lb - � P% �. - ---- - I - I co Q m I D . w .: I 11� 0 6 0 X C) 6 1 I z CD 0 C) C) C) C1 I �- to �0 < ro �-_ rr) CO < CO < :D i Lij w =) cr Ile) b-c-11 w 0 � _j I 0 iz Ki __J_ V_ I w ,71 - ov- < b- I z: 4 < C:) < OT-- < * 1 1 4 _j CD LO - j C-) -C) � < LLJ ..C) -Ili _j .6r,.- ry 00 * 1AJ - - . 0 U) U pe)(0 LO _j C)o LO orf 06 4 W) C-) pe) (O w- PC) W) 0� X V_ 3z r,rj 3c: . ro V) 04 3: 0 ^ w LLJ Lc) w L-Lj Lo 2 I X LLJ qq 3c: V) + C) C) - CD - Q0 I w 3c: + 3 W > En - UJ U:>, I co v- ui 0 f I V) 2 . 1111- I - UJ r N & ,,-- _j t l-.. X 14- U-) �_ (n v- UJ '44- ,r-- M ui 1`14- . * 3g: <* >: 3:: < C) " of " ui I— 7, C) 3: <* >; 3:: <* b . 3: 2(1(1)1 00 ui �-- m (n 0 - ;7 c 5p, z(-(°n w z It I z I %_ I I � _j 0 . & . Jr U I < . I 'I D U C.i 1 9 1 W C> w + I 1 3: r--. 4 4 . I UJ ,T-- I I I En >IIII4 �_ I UJ I . I I (u 1\11T -:/-. el '0 DETAIL "Hp) H SCALE 7 p$-20$ \1I 4 LEGEND: I c* - ABBREVIATIONS Z = < ..j �ft . - WNWWIIIIIIIIIIIIIIIIIIII� NEW SEW ER LINE SEWER CL CENTERLINE INV INVERT . - - --- AIN LINE SD STORM DRAIN MH MANHOLE .- --S------- . EXISTING SEWER LINE CB CATCH BASIN u EXISTING TRENCH LINE SMH SEWER MANHOLE uj . SCO SEWER CLEANOUT 01 EXISTING SEWER CLEANOUT SDMH STORM DRAIN MANHOLE im EXIST EXISTING .0i EXIS11NG SEWER MANHOLE ELEV ELEVATION :F FA FLOW LINE I 0_l EXISTING DRAIN MANHOLE PA I R/W PROPERTY LINE RIGHT OF WAY IS �j EXISTING CATCH BASIN EX. EXISTING 0 CONSTRUCT SEWER CLEANOUT /- PIPE SIZE 00 cl) PER C.O.B. SM. SW-6. 8"s- UTILITY z 2 S=SEWER 0 @ EX. CONC. MON. W/ BRASS CAP D=DRAIN STAMPED "LS 4383" IN L.H. 1INI1111111111110 PER TRACT NO. 6799 ' (am) 0 M.B. 57, PAGES 71-79 NOTE: ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. c> 4 4. - r*--. ,:� - :> 0 C) 0 w • •� D K)ft 1) F- to CJD 4 5 =) -3:: j "z u CN wC> LLJ * 0 * _j 06(.0 1) L0 0 K) to • . re) * 3:: w to t - F C> V _ W LIJ ak r1I _j - a) v) ,r- LLj " . * * 3c C> w < >* CD F- r) V) Z U)z J P 0_:__j a- 0- / © � N',\.' C> c> I 1 5 5 r%%-- • 4 LO . UD �_ co �_ to . . . I j 4 atf . . * • .w � C� 6 , C) X Of I 0 C:> , - , in C) 00 I • ; C> C> CD ,71 - # z n. 2 . c C> C> C) Lot 00 ,71r - ... j + _.j - I F__ pr) to PO �._ n Q0 POR w < CO :D 1- ro Q0 < n X P0 I =) z * � rvo* 0 _J __j 0 __j .ui ui - W .1 V) Z " co . z: cjn 0 'i �-_ _J __j I C) U,ft 21, c3uD 0 UD w C) c) ,3 cot UJ 00 - X r1l.- m 3:: a re 3:: �g +L,J + C) > Lo>; LLJ Lr). r,t + +' V')_j . 'iIIt T_ LIJ + C) + CD \z , LLJ T. - � LLJ ,RI _j LLJ (n -II W "I �_ V-- N (n V- LL, LLJ U') � Ln V_ W t �ft � � I CN X (n "- ,-q- ,C-- cn -;t ,r- c" I 1 C) .0 3:: <* >: .110 >: ". 1 z �_ " �_ CD w �_ 3c: <> 3:: < C:) 3: <c) . V)z 00) V) Ln :z Lom W �- uj �- C:) W F- C) � m I :z v)m z: En Ln :z V) cn H T_ I =) _j " 0 - %_ 1 ,2: f 0 '17 .er I i I I i ____ - I ---V,, . If _1 $I C",� ( 0 D 1 1 � 4 I " DETAIL ,. "Glv G ""� SCALE 1 " =20' �4 " W .w _J K) __ C) Pei Lij + 3:: Lb V) . < >� �_ U-J V) . EX. SEWER MANHOLE NO. 3 PORTION OF EXISTING STA. 18+31.38, C.L. 5.00RT 6" SEWER TO REMAIN. INV. ELEV. 365.52 W 8" INV. ELEV. 365.66 S 6" - - - - - -_ -I- - - - - - - - - - - - I EX. 8"S 18+00 1 ___ . __ -S I -_ INSTALL 26.00 LF INSTALL 39.00 LF 6" PVC SEWER 6" PVC SEWER �. @ 2.00% SLOPE 7 0 -2-00% SLOPE V_ N89'930'50"W 26.0 '--- FLOWLINE--\ N89*30 t 50"W 39.00' I I '4 .______1 C_ _. c A. f, 1.4, - _. I , li�_ --r--._ N �,�- -----, / 6"'t ..O.P. SM , 11 %.IF- 61 1 lb Vo lb 10 PUE S_ - MMWAWWIIIIIIIIIIIIIIIII� 0 - 1 2% i � - _ __ _ � - _ I - -0. �- - - � r� - - 1 5 T_ • 5 ♦ I c1q * 5 * I V�) . r*-_ �_ �_ I fN%- �_ �• a I • r-_ w w • 4 a m w * w m 40 CD 6 cj CD 0 C> 10 0 C) C) m C) C) C) 0 CD - F_ ;� -, %:> .:I I �- nco < co < CO h_ PO CO =3 ry PO I =) .z m to b"?, X re) I => . o - W 0 1 w i - i - __j W I :z * co < , �_ _j 0 _J m EN < 0. 711 * * < 0 u wC) w - • _j 06r..-.: M. 00 # 0toto 06 cr- 00 W)* .(=> __j co (O Ln Of 00 I C> PO �O w n uj to Ld n u re) c# ro 0 3 1 PO - LAj Pi. w 0- LLJ LO - 39 U V) U) U +u + (D w +> (n + c> m 60 3c: + > _j T_ W co T- , " +0 ,ft Ok o W 00 [I CX) V_ W UJ r%,.. _j - r*-- _j 9% t CD - 011 LLJ 00 _j T_ (/) V-- 001. Im -- (n LLJ 144- T.- M co LLJ ,4- V-- V) v tij LLJ ;- >: LLJ < (D - C=) I ��z u i F- CD Lij z F_ (D 0 # I �_ C) uj m 0 :z V) V) Z 0') I - z: U) (n I z V) V) :z V) m V_ � T- Q - - _J (D z 0 j -pel". I I pr) t A .:--j __ u - I . J I I 1 4 w n 1. w + I �, - ---_ -.0- - �.IIIIIIIIIIIIIIIIIIIII� - - 00 n J� . 4 11 1 * < UJ V) 9 I U T _41 ill)) DETAIL. I I N SCALE 1 "= 20' kNiiiiiiiii CONSTRUCTION NOTES: ( ) EXISTING 6" SEWER TO BE CUT AND REMOVED. 2 CONSTRUCT SEWER CLEANOUT AS SHOWN IN PLAN PER C.O.B. STANDARD SW-6. ( > EXISTING SEWER CLEANOUT TO BE REMOVED. EXISTING SEWER LATERAL TO BE REMOVED. .s CONSTRUCT 4" SEWER LATERAL PER C.O.B. STANDARD SW -7 AND DETAIL 1 ON SHEET 1. C�) VERIFY LOCATION AND INVERT OF EXISTING SEWER LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ( ) CONTRACTOR TO VERIFY EXISTING LOCATION OF UTILITY TRENCH BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. THE UTILITY TRENCH SHALL BE PROTECTED IN PLACE. I DICr �� . . I I I - 11 1 -800- 227 -2600 I I � . AT LEAST TWO DAYS BEFORE YOU DIG I UNDERGROUND SERVICE ALERT - OF SOUTHERN CALIFORNIA A101%. I k, 'It CITY RECORDS NO.: � � � . cn 0 1 to re) �_ (D Z)QV- 0 z co 0 Z I ... I_ I I < -1 I < "I W 0 pe) w co r - 3: 0 ,-� _j o T_ w o U- Q0 0 w IN w ui y < m * - w -d- 0 * IIIIIIIkl:� CL = X , LLJ >_ ca U) z 0 U) 5;1 w cr_ I< 10�i I I vd- IN11171- ul) I 1� I . f% co N 1 *,*� I 0 re) 00 to 0 9 0 . L9. :3 _j En ;P S: In w 13 I 65 m L �- � _.� N \ , *6� X ...) ...-I ---ft ;5 cj 6 161Z;r I w. . < c) ii 0 I c* - C.) Z = < ..j ommON4 jL 411`11* wn az w = PMEN4 3: Lu � uj . 0 Ca A . I -I q* > 1111111111111 cc a "1111111114 r . Imm im cot . c =wI "20 m .0i I :F am) co 4D " :rvb c> vIiiiiiit r*ft < W . C) 0 co-iii) 00 cl) z 2 C�d 0 1INI1111111111110 (am) 0 Lu E cz 5; 4 to . c SmIiiiiiII� . ui cc Go 0 .. !� LA_ Q � . I 2 L < I .1 � � w i I ul 0 - INSTALL 58.74 LF 4" PVC SEWER 0 - 2.00% SLOPE S33*00'50"W 58-74' CUL-DE-SAC STA. 9+ 90.75s LLA NO. 08-1189 1 TR. 6799 m.B. 57,, PGS. -171-79 LANDSCAPE I OT s I-, 5x- 10+00 b?J9-,5U!50-E 10-79" 1%j uu 14+00 415.00p 5+00 s 4si -6 E 8s a. 8" s At -L i"-_ f EX. 8$PS EX. 80S EX. rs 121.00 C7 ANOO"290101 N -4 .j rn C5 a " 1--: .00 ► z z c� I I w 0 ul ci X LLJ 28 29 t cs c; Lp C:) 30 31 3 2 C) 0 LAJ C) 0"1 1 to 0 C31 tc) V) 0 qp LIJ lie 2q M z tc) C4 z 251 1 1 < Lo + + 0 + Oc + + w CD + uj X I-- u- LLJ to LLJ cn o ;Lc X LAJ to uj En La W X. 27 SEE ETAIL 'OK" I I SEE D L '*Lv EET 5 1 1 SH T 5 j �� TRs 7166 UNfT 4 SEE DETAIL SHEET 5 (PRIVATE STREET) SCALE.- 1 50' HORIZONTAL 1 5" VERTICAL daft C> 0 0 C:; 34 z - Z 633 L4 LLI K� 5 Z 00 co q* w 4N + �! + "V21 Lw En W SEE DETAIL *M"-/ SHEET, 5 loom- ADDISM WAY (PRIVATE STREET) SEE SEPARATE APPROVED PLANS EX. SEWER MANHOLE NO. 23 STA. 10+25.75, C.L. 4.37RT. INV. ELEV. 366.21 N 8" INV. ELEV, 366.35 E 6 0 INV. ELEV. 366.52 SW 4 10+00 EX. NEW 4" SEWER LATERAL W FLOWLINE m:z (SEE PLAN) IXC> �- to ft ja on PORTION OF EXISTING 0 ;z 6" SEWER TO REMAIN. C) C-> + + Loa c6 0 cn 0100i 5 GENERAL NOTE AFTER REMOVAL OF EXISTING SEWER LINES, LATERALS AND CLEANOUTS, CONTRACTOR SHALL BACKFILL AND RECOMPACT TO 90% DENSITY THE AFFECTED AREAS* CONTRACTOR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN ON APPROVED GRADING PLAN, 376f- 37✓ If t j g t t 3741 374 CD AP OXIMA FINISH 3721- M A r) n r_ 372 T -4- T- 370� 370 36&---4 %8 -E IN (ERT INVERTIEX. 8 '366 IN RT S �� __ " w INVERT EX IN VEf !T 4 s -4 %564 INV(RT EX. 18 D EX. 8"S 362i >= 362 r%- U) I of 360k C3 C) Cn cD' 00 d Lo L6 Lf -- a I - :z C5 10 o C) 400 to I - p a a I 1 0 360 CK3 Z d w {i3 i 1. C5 00 co toll V) co C) f 3 s uJ 0) z Z C) mot- I LLJ r co Lo LIL j %1_91t 56- L4LJ 00 --4---= 'Lo Lo -LLJ Oofl%-M 358 U-i ul r-_ LLI r-_ o IL 3 04 C) 14- L73 LO -w rn 11 13 11 o -4 U-3 Lo =3 Lo Ul .:"q Lo 0 358 z L6 Lr W to Coco c1%j V) t 'i k - 3:: Lr W to P ro CO co, z Lo Ile) rl) -T- z LJ L J < to < 4 . I L.LJ L J + LAml LLJ cr -j __j 356 -0 J' LLJ LLJ LLJ uj < NJ < z Lia r-T Ld :> < -4- ;r z z 3541 z z z:z 1354 352 -14 10 11 12 13 14 15 3-5--2 LEG ABBREVIATIONS CONSTRUCTION NOTES; CL CENTERLINE NEW SEWER LINE EXISTING 6m INV INVERT SEWER TO BE CUT AND REMOVED. EXISTING DRAIN LINE SD STORM DRAIN MH MANHOLE EXISTING SEWER LINE CONSTRUCT SEWER CLEANOUT AS SHOWN IN CB CATCH BASIN u EXISTING TRENCH LINE PLAN PER C.O.B. STANDARD SW-6. SMH SEWER MANHOLE sco SEWER CLEANOUT EXISTING SEWER CLEANOUT EXISTING SEWER CLEANOUT TO BE REMOVED. SDMH STORM DRAIN MANHOLE EXIST EXISTING o EXISTING SEWER MANHOLE ELEV ELEVATION EXISTING SEWER LATERAL TO BE REMOVED. F/L FLOW LINE 0) EXISTING DRAIN MANHOLE PA PROPERTY LINE EXISTING CATCH BASIN CONSTRUCT 4" SEWER LATERAL PER C•O•B. R/W RIGHT OF WAY STANDARD SW-7 AND DETAIL 1 ON SHEET 1. EX. EXISTING 0 CONSTRUCT SEWER CLEAN /� PIPE SIZE PER COB STD. SW-6. OUT CONTRACTOR TO VERIFY LOCATION AND INVERT 8'*s . . . - unuTY OF EXISTING SEWER LINE BEFORE CONSTRUCTION S=SEWER @ EX. CONC. MON. W/ BRASS CAP AND NOTIFY ENGINEER OF ANY DISCREPANCIES. D=DRAIN STAMPED '*LS 4383m IN L.H. CONTRACTOR TO VERIFY EXISTING LOCATION OF PER TRACT NO. 6799 PAGES 71-79 M.B. 57,, UTILITY TRENCH BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. THE UTILITY TRENCH SHALL BE PROTECTED NOTE. ALL PIPE ELEVATIONS SHOWN ARE INVERT IN PLACE. ELEVATIONS UNLESS OTHERWISE NOTED. 5 2 NEW 4" SEWER LATERAL cn 6 STA. 10+11.759 C.L. 61.66RT. a 0) co N44*30'50"W 19.80' X 1 • uj co rl--_ C5 0, uj -j cn z: F- M O 4 __j A cr LLJ LLJ p., o6 0 C:) :;-r CU F- 0 z: to LLI r-, ui + W c) Ld 4- L.Aj Z DETAIL "J" i� SCALE 1 " =20' `5 CD Lo __j In tn N >i + C) V) v- C%4 W to a +° C> - v cnC> :z EX. SEWER MANHOLE NO. 19 PORTION OF EXISTING it CN + INV. ELEV. 365.44 E 6 EX". --?-8"S s 13+00 EX. 8"S ..... TR 716 6 + I TRs -71 6 6 INSTALL 42-00 LF LLJ ct ui 6" PVC SEWER �QHAS 18 Lj UNIT 4 6" PVC SEWER UJI F- M-B� 5� PGA. I 88-8,9 I 2. 00% Ow SLOPE C4 M3- 59 -pGs- 9 - I 00 U611, cr- I 04 J 10 c. >o * 5 McGRAW HILL DRIVE z oz (PRIVATE STREET) uo r f CN I-- 0 ;gg C-4 (6 SEE SHEET 4 LLA NO. 08-1189 1 TR. 6799 m.B. 57,, PGS. -171-79 LANDSCAPE I OT s I-, 5x- 10+00 b?J9-,5U!50-E 10-79" 1%j uu 14+00 415.00p 5+00 s 4si -6 E 8s a. 8" s At -L i"-_ f EX. 8$PS EX. 80S EX. rs 121.00 C7 ANOO"290101 N -4 .j rn C5 a " 1--: .00 ► z z c� I I w 0 ul ci X LLJ 28 29 t cs c; Lp C:) 30 31 3 2 C) 0 LAJ C) 0"1 1 to 0 C31 tc) V) 0 qp LIJ lie 2q M z tc) C4 z 251 1 1 < Lo + + 0 + Oc + + w CD + uj X I-- u- LLJ to LLJ cn o ;Lc X LAJ to uj En La W X. 27 SEE ETAIL 'OK" I I SEE D L '*Lv EET 5 1 1 SH T 5 j �� TRs 7166 UNfT 4 SEE DETAIL SHEET 5 (PRIVATE STREET) SCALE.- 1 50' HORIZONTAL 1 5" VERTICAL daft C> 0 0 C:; 34 z - Z 633 L4 LLI K� 5 Z 00 co q* w 4N + �! + "V21 Lw En W SEE DETAIL *M"-/ SHEET, 5 loom- ADDISM WAY (PRIVATE STREET) SEE SEPARATE APPROVED PLANS EX. SEWER MANHOLE NO. 23 STA. 10+25.75, C.L. 4.37RT. INV. ELEV. 366.21 N 8" INV. ELEV, 366.35 E 6 0 INV. ELEV. 366.52 SW 4 10+00 EX. NEW 4" SEWER LATERAL W FLOWLINE m:z (SEE PLAN) IXC> �- to ft ja on PORTION OF EXISTING 0 ;z 6" SEWER TO REMAIN. C) C-> + + Loa c6 0 cn 0100i 5 GENERAL NOTE AFTER REMOVAL OF EXISTING SEWER LINES, LATERALS AND CLEANOUTS, CONTRACTOR SHALL BACKFILL AND RECOMPACT TO 90% DENSITY THE AFFECTED AREAS* CONTRACTOR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN ON APPROVED GRADING PLAN, 376f- 37✓ If t j g t t 3741 374 CD AP OXIMA FINISH 3721- M A r) n r_ 372 T -4- T- 370� 370 36&---4 %8 -E IN (ERT INVERTIEX. 8 '366 IN RT S �� __ " w INVERT EX IN VEf !T 4 s -4 %564 INV(RT EX. 18 D EX. 8"S 362i >= 362 r%- U) I of 360k C3 C) Cn cD' 00 d Lo L6 Lf -- a I - :z C5 10 o C) 400 to I - p a a I 1 0 360 CK3 Z d w {i3 i 1. C5 00 co toll V) co C) f 3 s uJ 0) z Z C) mot- I LLJ r co Lo LIL j %1_91t 56- L4LJ 00 --4---= 'Lo Lo -LLJ Oofl%-M 358 U-i ul r-_ LLI r-_ o IL 3 04 C) 14- L73 LO -w rn 11 13 11 o -4 U-3 Lo =3 Lo Ul .:"q Lo 0 358 z L6 Lr W to Coco c1%j V) t 'i k - 3:: Lr W to P ro CO co, z Lo Ile) rl) -T- z LJ L J < to < 4 . I L.LJ L J + LAml LLJ cr -j __j 356 -0 J' LLJ LLJ LLJ uj < NJ < z Lia r-T Ld :> < -4- ;r z z 3541 z z z:z 1354 352 -14 10 11 12 13 14 15 3-5--2 LEG ABBREVIATIONS CONSTRUCTION NOTES; CL CENTERLINE NEW SEWER LINE EXISTING 6m INV INVERT SEWER TO BE CUT AND REMOVED. EXISTING DRAIN LINE SD STORM DRAIN MH MANHOLE EXISTING SEWER LINE CONSTRUCT SEWER CLEANOUT AS SHOWN IN CB CATCH BASIN u EXISTING TRENCH LINE PLAN PER C.O.B. STANDARD SW-6. SMH SEWER MANHOLE sco SEWER CLEANOUT EXISTING SEWER CLEANOUT EXISTING SEWER CLEANOUT TO BE REMOVED. SDMH STORM DRAIN MANHOLE EXIST EXISTING o EXISTING SEWER MANHOLE ELEV ELEVATION EXISTING SEWER LATERAL TO BE REMOVED. F/L FLOW LINE 0) EXISTING DRAIN MANHOLE PA PROPERTY LINE EXISTING CATCH BASIN CONSTRUCT 4" SEWER LATERAL PER C•O•B. R/W RIGHT OF WAY STANDARD SW-7 AND DETAIL 1 ON SHEET 1. EX. EXISTING 0 CONSTRUCT SEWER CLEAN /� PIPE SIZE PER COB STD. SW-6. OUT CONTRACTOR TO VERIFY LOCATION AND INVERT 8'*s . . . - unuTY OF EXISTING SEWER LINE BEFORE CONSTRUCTION S=SEWER @ EX. CONC. MON. W/ BRASS CAP AND NOTIFY ENGINEER OF ANY DISCREPANCIES. D=DRAIN STAMPED '*LS 4383m IN L.H. CONTRACTOR TO VERIFY EXISTING LOCATION OF PER TRACT NO. 6799 PAGES 71-79 M.B. 57,, UTILITY TRENCH BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. THE UTILITY TRENCH SHALL BE PROTECTED NOTE. ALL PIPE ELEVATIONS SHOWN ARE INVERT IN PLACE. ELEVATIONS UNLESS OTHERWISE NOTED. 5 2 NEW 4" SEWER LATERAL cn 6 STA. 10+11.759 C.L. 61.66RT. a 0) co N44*30'50"W 19.80' X 1 • uj co rl--_ C5 0, uj -j cn z: F- M O 4 __j A cr LLJ LLJ p., o6 0 C:) :;-r CU F- 0 z: to LLI r-, ui + W c) Ld 4- L.Aj Z DETAIL "J" i� SCALE 1 " =20' `5 CD Lo __j In tn N >i + C) V) v- C%4 W to a +° C> - v cnC> :z EX. SEWER MANHOLE NO. 19 PORTION OF EXISTING - 24 1 1' 23 CN + INV. ELEV. 365.44 E 6 EX". --?-8"S s 13+00 EX. 8"S ..... TR 716 6 + I TRs -71 6 6 INSTALL 42-00 LF TR 7 P Ak 17 ct ui 6" PVC SEWER �QHAS 18 Lj UNIT 4 6" PVC SEWER UJI M-B� 5� PGA. I 88-8,9 I 2. 00% Ow SLOPE M3- 59 -pGs- 9 - I U J > U611, SEE SHEET 4 1 - z uo U-C .► lb q ••o* i EX. PRIMARY TRENCH LINE 12+00 wnw9cillmOr �- LLA NO. 08-1189 1 TR. 6799 m.B. 57,, PGS. -171-79 LANDSCAPE I OT s I-, 5x- 10+00 b?J9-,5U!50-E 10-79" 1%j uu 14+00 415.00p 5+00 s 4si -6 E 8s a. 8" s At -L i"-_ f EX. 8$PS EX. 80S EX. rs 121.00 C7 ANOO"290101 N -4 .j rn C5 a " 1--: .00 ► z z c� I I w 0 ul ci X LLJ 28 29 t cs c; Lp C:) 30 31 3 2 C) 0 LAJ C) 0"1 1 to 0 C31 tc) V) 0 qp LIJ lie 2q M z tc) C4 z 251 1 1 < Lo + + 0 + Oc + + w CD + uj X I-- u- LLJ to LLJ cn o ;Lc X LAJ to uj En La W X. 27 SEE ETAIL 'OK" I I SEE D L '*Lv EET 5 1 1 SH T 5 j �� TRs 7166 UNfT 4 SEE DETAIL SHEET 5 (PRIVATE STREET) SCALE.- 1 50' HORIZONTAL 1 5" VERTICAL daft C> 0 0 C:; 34 z - Z 633 L4 LLI K� 5 Z 00 co q* w 4N + �! + "V21 Lw En W SEE DETAIL *M"-/ SHEET, 5 loom- ADDISM WAY (PRIVATE STREET) SEE SEPARATE APPROVED PLANS EX. SEWER MANHOLE NO. 23 STA. 10+25.75, C.L. 4.37RT. INV. ELEV. 366.21 N 8" INV. ELEV, 366.35 E 6 0 INV. ELEV. 366.52 SW 4 10+00 EX. NEW 4" SEWER LATERAL W FLOWLINE m:z (SEE PLAN) IXC> �- to ft ja on PORTION OF EXISTING 0 ;z 6" SEWER TO REMAIN. C) C-> + + Loa c6 0 cn 0100i 5 GENERAL NOTE AFTER REMOVAL OF EXISTING SEWER LINES, LATERALS AND CLEANOUTS, CONTRACTOR SHALL BACKFILL AND RECOMPACT TO 90% DENSITY THE AFFECTED AREAS* CONTRACTOR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN ON APPROVED GRADING PLAN, 376f- 37✓ If t j g t t 3741 374 CD AP OXIMA FINISH 3721- M A r) n r_ 372 T -4- T- 370� 370 36&---4 %8 -E IN (ERT INVERTIEX. 8 '366 IN RT S �� __ " w INVERT EX IN VEf !T 4 s -4 %564 INV(RT EX. 18 D EX. 8"S 362i >= 362 r%- U) I of 360k C3 C) Cn cD' 00 d Lo L6 Lf -- a I - :z C5 10 o C) 400 to I - p a a I 1 0 360 CK3 Z d w {i3 i 1. C5 00 co toll V) co C) f 3 s uJ 0) z Z C) mot- I LLJ r co Lo LIL j %1_91t 56- L4LJ 00 --4---= 'Lo Lo -LLJ Oofl%-M 358 U-i ul r-_ LLI r-_ o IL 3 04 C) 14- L73 LO -w rn 11 13 11 o -4 U-3 Lo =3 Lo Ul .:"q Lo 0 358 z L6 Lr W to Coco c1%j V) t 'i k - 3:: Lr W to P ro CO co, z Lo Ile) rl) -T- z LJ L J < to < 4 . I L.LJ L J + LAml LLJ cr -j __j 356 -0 J' LLJ LLJ LLJ uj < NJ < z Lia r-T Ld :> < -4- ;r z z 3541 z z z:z 1354 352 -14 10 11 12 13 14 15 3-5--2 LEG ABBREVIATIONS CONSTRUCTION NOTES; CL CENTERLINE NEW SEWER LINE EXISTING 6m INV INVERT SEWER TO BE CUT AND REMOVED. EXISTING DRAIN LINE SD STORM DRAIN MH MANHOLE EXISTING SEWER LINE CONSTRUCT SEWER CLEANOUT AS SHOWN IN CB CATCH BASIN u EXISTING TRENCH LINE PLAN PER C.O.B. STANDARD SW-6. SMH SEWER MANHOLE sco SEWER CLEANOUT EXISTING SEWER CLEANOUT EXISTING SEWER CLEANOUT TO BE REMOVED. SDMH STORM DRAIN MANHOLE EXIST EXISTING o EXISTING SEWER MANHOLE ELEV ELEVATION EXISTING SEWER LATERAL TO BE REMOVED. F/L FLOW LINE 0) EXISTING DRAIN MANHOLE PA PROPERTY LINE EXISTING CATCH BASIN CONSTRUCT 4" SEWER LATERAL PER C•O•B. R/W RIGHT OF WAY STANDARD SW-7 AND DETAIL 1 ON SHEET 1. EX. EXISTING 0 CONSTRUCT SEWER CLEAN /� PIPE SIZE PER COB STD. SW-6. OUT CONTRACTOR TO VERIFY LOCATION AND INVERT 8'*s . . . - unuTY OF EXISTING SEWER LINE BEFORE CONSTRUCTION S=SEWER @ EX. CONC. MON. W/ BRASS CAP AND NOTIFY ENGINEER OF ANY DISCREPANCIES. D=DRAIN STAMPED '*LS 4383m IN L.H. CONTRACTOR TO VERIFY EXISTING LOCATION OF PER TRACT NO. 6799 PAGES 71-79 M.B. 57,, UTILITY TRENCH BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. THE UTILITY TRENCH SHALL BE PROTECTED NOTE. ALL PIPE ELEVATIONS SHOWN ARE INVERT IN PLACE. ELEVATIONS UNLESS OTHERWISE NOTED. 5 2 NEW 4" SEWER LATERAL cn 6 STA. 10+11.759 C.L. 61.66RT. a 0) co N44*30'50"W 19.80' X 1 • uj co rl--_ C5 0, uj -j cn z: F- M O 4 __j A cr LLJ LLJ p., o6 0 C:) :;-r CU F- 0 z: to LLI r-, ui + W c) Ld 4- L.Aj Z DETAIL "J" i� SCALE 1 " =20' `5 CD Lo __j In tn N >i + C) V) v- C%4 W to a +° C> - v cnC> :z EX. SEWER MANHOLE NO. 19 .DETAIL PPLP$ SCALE 1 " =20' 5 EX. SEVER MANHOLE NO. 22 STA. 11+17.54, C.L. 5.001-T. INV C1 rA/ 365 92 N C 0" EX. SEWER MANHOLE NO. 21 INV STA. 11+65.54, C.L• 5.00RT. INV. ELEV. 365♦75 N-S 81p INSTALL 26.90 LF INV. ELEV. 365.89 E 6 INTERSECTION 4" PVC SEWER STA. 11 22-54, C.L. 0 -2.00% SLOPE PORTION OF EXISTING NOO*29'1 0"E 26.90' 6" SEWER TO REMAIN. 12+00 EX. 8 EX. 8*S INSTALL 18.49 LF 6" PVC SEWER 11+00 FLOWLINE 0 2. 00% SLOPE OFFSET CENTERLINE STA. 11+11.75, C. co N0029' 10" E 18.49" EX CB w -11% NEW SEWER CLEANOUT NO. 77 STA. 11+84.03, C.L. 35.50RT• cp. Lop INV. ELEV. 367.07 S 6 ro U-) 2% 2% C3 5 5 5 INSTAL 26.90 LF 2 Lo 6" PVC SEWER 4 4 NEW 4" SEWER LATERAL 0 -2 00% SLOPE STA. 11+82.03, C.L. 41.5 N00.2 '10 "E 26.90' INSTALL 24.10 LF z: P%- r*-. S89`30150"E 6.001 42 -.J 0 6" PVC SEWER C.'4 to < C) I W 0 -2.00% SLOPE O .:z • NOO*2911 0'pE 24.10' C) < b4lol NEW SEWER CLEANOUT NO. 76 Lo Lo STA. 11+65.54, C.L. 37.50RT. n cn INV. ELEV. 366.22 W 6 Lo. a < > V) -j c> + + to C) 00 U.J t -c) ry .0- ( 6 V.- Rd- C) > 0') w Ir-a 0 z: uJ 00 V) '0- (:> m oi v)m + Lo v- C) M to C) H z: u W 00 z W z: wlqd� ILO. Lo 4 W + f 0 IT DETAIL K SCALE 1 "= 20' 5 J EX. SEWER MANHOLE NO. 17 STA. 14+26.11, C.L. 5.00RT. INV. ELEV. 364.74 W 8 INV. ELEV. 364.84 S 8 0 INV. ELEV. 364.98 E 6" INV. ELEV. 365.08 NW 4" 14+00 S' PORTION OF EXISTING EX. 8"S 6" SEWER TO REMAIN. INSTALL. 36.11 LF INSTALL 32.75 LF FLWOLINE - - 6" PVC SEWER 10-2.0 6** PVC SEWER " 0% SLOPE, 2.00% SLOPE N.00"29"1110E 36.11 N00`29'1 O"E 32.751 C.) LLI ZP 2% 0! 5 4 00 f-: CN C) ZLo ir __j 2 CD 0, C> U-) Lo Lo => 6 CD < 0 =3 < < - z: u') _j Q-0 w :z w O {/^\ I • < un -cD W C> -cD W 0 of V-:. of (D C6 -j co C>n 0 00 00 W cr- uj a W V) + w a co ui CJD uJ of 00 + C) ui ui W4 LLJ nui Lo + > co Ln "2 V) ulok U-) V) T--j r. to 4% 1 LLJ U-1 + C� + b + LLJ C) L.Lj qq-y) a 0- Y) Lj 4 LAJ LJLJ >; w C) n n < <* >: Z: �-- OC) C5 c) 3: • :2r- V) LLJ F- < y 3c: V) z: LLJ I-- UJ F- 00 w I <-- >; V) z cr) T- z: V) to z: to to => 0 Z < __j 4 f 0 t 4 M " w + cn Wit) 1\1 IT -141 I L M SCALE 1 " =2Q' DIG T Call: TOLL FREE 1 AT LEAST r*O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA - R. #001, *?`/ 40 �o VW' CITY RECO-RDS- NO.: 0) 0 to to 0) 14- v- 0 z 00 ct 0 z u- < -1 < 00 W to U to m c6 N 0 N.... co to z :3 -j in X cc 0 x LAJ Aft- 0 iii i PORTION OF EXISTING %.roar%* 14- %.f•" INV. EI-Evi. 365.30 N-S 8 6" SEWER TO REMAIN. INV. ELEV. 365.44 E 6 EX". --?-8"S s 13+00 EX. 8"S ..... J INSTALL 42-00 LF ct ui 6" PVC SEWER FLOWLINE 7 INSTALL 29.00 LF 0 2M% - 6" PVC SEWER UJI -(;LOP-E N00•29`1 O"E 42.00s'. 2. 00% Ow SLOPE U J > U611, NOO*29'10"E 29.001 z uo U-C .► lb q 2% lb 4- 0 �- ac (=) 0 5 5 0 4 1 4 W now 2 > C4 I0 w 6 .. CD w C) to z: w C) Lo Of C) co P--: af C> < uJ - < Lo U; 0 to z < =3 0 C U:> of uj -q- U"5 uj C) a i ^j a ;z uJ to 00 Loco 10- 1q- Lo -j ,)Co w w V) ;: Loa + Lo CN� V) a , uj V) mol* + 3 V) C) v- + C) + ;> ♦ ui Eo 14- c) n W) no% v-a n Lu (n w w Lu :z <0) z: z :: ui ) 00 • Ix C) 3:: C) uj Co Ld ��-- -. z :z V) V) 0 z: z: Z w 4 i 4 Lo w cn + LLJ V) x • U 1\1 IT �l .DETAIL PPLP$ SCALE 1 " =20' 5 EX. SEVER MANHOLE NO. 22 STA. 11+17.54, C.L. 5.001-T. INV C1 rA/ 365 92 N C 0" EX. SEWER MANHOLE NO. 21 INV STA. 11+65.54, C.L• 5.00RT. INV. ELEV. 365♦75 N-S 81p INSTALL 26.90 LF INV. ELEV. 365.89 E 6 INTERSECTION 4" PVC SEWER STA. 11 22-54, C.L. 0 -2.00% SLOPE PORTION OF EXISTING NOO*29'1 0"E 26.90' 6" SEWER TO REMAIN. 12+00 EX. 8 EX. 8*S INSTALL 18.49 LF 6" PVC SEWER 11+00 FLOWLINE 0 2. 00% SLOPE OFFSET CENTERLINE STA. 11+11.75, C. co N0029' 10" E 18.49" EX CB w -11% NEW SEWER CLEANOUT NO. 77 STA. 11+84.03, C.L. 35.50RT• cp. Lop INV. ELEV. 367.07 S 6 ro U-) 2% 2% C3 5 5 5 INSTAL 26.90 LF 2 Lo 6" PVC SEWER 4 4 NEW 4" SEWER LATERAL 0 -2 00% SLOPE STA. 11+82.03, C.L. 41.5 N00.2 '10 "E 26.90' INSTALL 24.10 LF z: P%- r*-. S89`30150"E 6.001 42 -.J 0 6" PVC SEWER C.'4 to < C) I W 0 -2.00% SLOPE O .:z • NOO*2911 0'pE 24.10' C) < b4lol NEW SEWER CLEANOUT NO. 76 Lo Lo STA. 11+65.54, C.L. 37.50RT. n cn INV. ELEV. 366.22 W 6 Lo. a < > V) -j c> + + to C) 00 U.J t -c) ry .0- ( 6 V.- Rd- C) > 0') w Ir-a 0 z: uJ 00 V) '0- (:> m oi v)m + Lo v- C) M to C) H z: u W 00 z W z: wlqd� ILO. Lo 4 W + f 0 IT DETAIL K SCALE 1 "= 20' 5 J EX. SEWER MANHOLE NO. 17 STA. 14+26.11, C.L. 5.00RT. INV. ELEV. 364.74 W 8 INV. ELEV. 364.84 S 8 0 INV. ELEV. 364.98 E 6" INV. ELEV. 365.08 NW 4" 14+00 S' PORTION OF EXISTING EX. 8"S 6" SEWER TO REMAIN. INSTALL. 36.11 LF INSTALL 32.75 LF FLWOLINE - - 6" PVC SEWER 10-2.0 6** PVC SEWER " 0% SLOPE, 2.00% SLOPE N.00"29"1110E 36.11 N00`29'1 O"E 32.751 C.) LLI ZP 2% 0! 5 4 00 f-: CN C) ZLo ir __j 2 CD 0, C> U-) Lo Lo => 6 CD < 0 =3 < < - z: u') _j Q-0 w :z w O {/^\ I • < un -cD W C> -cD W 0 of V-:. of (D C6 -j co C>n 0 00 00 W cr- uj a W V) + w a co ui CJD uJ of 00 + C) ui ui W4 LLJ nui Lo + > co Ln "2 V) ulok U-) V) T--j r. to 4% 1 LLJ U-1 + C� + b + LLJ C) L.Lj qq-y) a 0- Y) Lj 4 LAJ LJLJ >; w C) n n < <* >: Z: �-- OC) C5 c) 3: • :2r- V) LLJ F- < y 3c: V) z: LLJ I-- UJ F- 00 w I <-- >; V) z cr) T- z: V) to z: to to => 0 Z < __j 4 f 0 t 4 M " w + cn Wit) 1\1 IT -141 I L M SCALE 1 " =2Q' DIG T Call: TOLL FREE 1 AT LEAST r*O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA - R. #001, *?`/ 40 �o VW' CITY RECO-RDS- NO.: 0) 0 to to 0) 14- v- 0 z 00 ct 0 z u- < -1 < 00 W to U to m c6 N 0 N.... co to z :3 -j in X cc 0 x LAJ Aft- 0 iii i ILI OD to 11, of c$) 6 z J ct ui uJ UJI I U J > z 0 �- ac (=) 0 z 0 W now > C4 I0 w im .. 0 ILI OD to 11, of