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Home My WebLink About1.2-7166 4INDEX OF SHEETS SHEET 1, TITLE SHEET 2. NOTES do SPECIFICATIONS 3. DELACORTE DRIVE 4. McGRAW HILL DRIVE 5. HOLT RINEHART AVENUE 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 S89'30150"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. LEQMD* naeEEMABoNs CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION FA FLOW LINE PA PROPERTY LINE R/W RIGHT OF WAY EX. EXISTING PE SIZE 33 EA. �S_PI - -- UTILITY S =SEINER F— D =DRAIN z z �w cn X 00 SUMMARY QF_ IMPROVEMENTS . - EXISTING DRAIN LINE M--- -- �- ° SEWER IMPROVEMENTS TOTAL 1. 4" SEWER LATERALS TO BE REMOVED 912 LF 2. 6" SEWER LATERALS TO BE CAPPED 977 LF EXISTING CATCH BASIN AND REMOVED 13 EA. 3. SEWER CLEANOUT TO BE REMOVED 13 EA. 4. NEW 4" SEWER LATERALS 171 LF 5. NEW 6" SEWER LINE 635 LF 6. NEW SEWER CLEANOUT 33 EA. -- • NEW SEWER UNE . - EXISTING DRAIN LINE M--- -- �- ° EXISTING SEWER LINE u EXISTING TRENCH LINE EXISTING SEWER CLEANOUT EXISTING SEWER MANHOLE EXISTING DRAIN MANHOLE ��PROJECT;r� EXISTING CATCH BASIN 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW--6. @°. EX. CONC. MON. W/ BRASS CAP STAMPED '*LS 4383" IN LH. � PER TRACT NO. 6799 iii M.B. 57, PAGES 71 -79 > > F A P/L 5 13 5 5 10 � SEE PLAN r EXIST. A.C. t SEE 1...i . PAVEMENT PLAN o 1 NEW FINISHED PAD -- -- ------------ -- — ------------ 1- r--- __C - - -- � EX. UTIUTY_.,.• -aL J i NEW SEINER CLEANOUT ------------- _ -- TRENCH - - - - - -- ------- - - - - -- _ - - -- -- = i ---- - - - - -- i ------ - - - - -- - - - -- -- _ - - -�--� �RTION OF EXIST. "- NEW 4" SEWER LATERAL REMAIN fi SEWER TO � z �,- PORTION OF EXIST. 3 6* SEWER AND ALL 4" z 1 LATERALS TO BE REMOVED. NOTE TO Qffl1EAClQR*' V AFTER REMOVAL EXISTING �R UNE% LATERALS w r AND aXMOUTS, CONTRACTOR SHALL BACKFILL AND RECOMPACT z TO 9 DENSITY THE AFFECTED ASS. CONTRACTOR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN ON APPROVED GRADING PLAN. DETAIL TYPICAL SEWER AND LATERALS INSTALLATION vlcnvrrY � NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER 13C f4SlrRLJClrllClN PLAN FOR TRACT NO. 7166 ---x -4- EXISTING PARM KEY MAP. SCALE: -- 1": 100 sp UNIT 4 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. 3. SEWER SYSTEM IS TO REMAIN PRIVATE AND THE MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. ENGINEER'S STATEMENT Oman 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. f11—i—f[l vr_L/ 0 1. 1ZVVCR M 1Y1C:11v EXP. 6-30-14 3- �7— 1( S� 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 -z"l 14 ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. 61 069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR ^. Ab DATE cri 0 1-- C' Q O 00 U ©d- z �- I <d- w � w � o w to 0 O th w d m V cv LO 0© N 00 re) Y U ,• 0:; co N 1- no W rry 1 co I � U 06 z '"` W ci v ��PROJECT;r� � lot as iii W F— C'L3 �IAI W 0 z vlcnvrrY � NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER 13C f4SlrRLJClrllClN PLAN FOR TRACT NO. 7166 ---x -4- EXISTING PARM KEY MAP. SCALE: -- 1": 100 sp UNIT 4 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. 3. SEWER SYSTEM IS TO REMAIN PRIVATE AND THE MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. ENGINEER'S STATEMENT Oman 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. f11—i—f[l vr_L/ 0 1. 1ZVVCR M 1Y1C:11v EXP. 6-30-14 3- �7— 1( S� 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 -z"l 14 ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. 61 069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR ^. Ab DATE cri 0 1-- C' Q O 00 U ©d- z �- I <d- w � w � o w to 0 O th w d m V cv LO 0© N 00 re) Y U ,• 0:; co N 1- no W rry 1 co I � U 06 z '"` W ci v 001: Tf)LL. FREE 1 AT LEJ►ST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAljFtiRAtIA C3 �IIIIIIIII' . co � lot as iii W F— C'L3 W 0 z 0 Cr Lq Ci a . l STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -800- 227 -2600 CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES 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 AND STORM DRAIN LINES THAT 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 DAYLIGHTED 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 -f, EXCEPT AS NOTED ON PLANS. 2. STANDARD ,DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -1, SW -4, Sid -5, D -14, D -16 D -18, ST -6, ST -22, 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C -12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. THE PIPE AND FITTINGS FOR 6", 8 ", 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND D- -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS t, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS_: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL. BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE. WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D- -2321. ONLY CLASS I, 1i, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. 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 SHALL 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 WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 7. 13RACING 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 REQUIRED 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. • ► 1 1 r .a l l TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING QPERA1I(N1S 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 (907o) 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 RIPE, IN SUCH A MANNER AS NOT 70 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 W 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 F007 OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. DISPOSAL OF THE CONTRACTOR. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. IN -SITU MATERIALS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE ACHIEVING FIRM BEDDING BELOW PIPE .5PRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLIKE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE LATERALS SHALL BE A MINIMUM OF 4.5' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY SPECIFICATIONS. LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS 13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD AND COUPLINGS SHALL BE AVOIDED. STANDARD DRAWINGS SW -4, SW -5, AND D -18 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. OF BAKERSFIELD STANDARD DRAWING SW -6. SHOVEL- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID KENT -SEAL, IN A GROOVED FOUNDATION. 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 14. .ARM DRAIN PIPE SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD PERMITTED. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE 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. BEFORE SUCCEEDING LAYERS ARE PLACED. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 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 FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING 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 PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907o) RELATIVE WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE COMPACTION. REJECTED. 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 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 MATTER, OR OTHER UNSATISFACTORY MATERIALS. ACCORDANCE WITH MAN1lFAC--URER'S RECOMMENDATIONS. 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 WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT BACKFILL TESTING Atop COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE SHALL BE IN ACCORDANCE NTH SECTION 19, "EARTHWORK" AND SECTION 6--3, WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS, PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION "THIN THE THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. OF THE FOLLOWING D2922 OR D1556. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE-- EXCAVATED AND RE- COMPACTED. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO 9. SEWER PIPE INSTALLATION ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING 15. BODED,,, JACKED PIPE AND BACKFILL. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH 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 REJECTED. LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY ALLOW THE REPLACEMENT OF THE PIPELINE TO TIME LINE AND GRADE AS INDICATED ON DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE THE PLANS. WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO PIPELINE TO 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 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 SIX 6 HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF APPROVAL. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE 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 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 OR INCORRECTLY CUT. RESUMING FORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE WILL BE MADE THEREFORE. UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4 ), OR TIME WATER �� EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, TESTING PIPELINES 16. MINOR STRUCTURES OF TIME 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL AND CHAPTER OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF X1.3 PIPE SUPPLIERS REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL HOURS PRIOR TO ANY TESTING. PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SW -4 AND SW -5. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO STANDARD D -14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WEN PIPE LAYING IS INTERRUPTED, PLANS. 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 THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO 17. ADJUST SURVEY MONUMENT AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION , ,ENCASEMENTS COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. 10. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR RECOMMENDATIONS OF THE MANUFACTURER. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCE TO A MINIMUM OF ONE DAY. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. 3600, 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 REQU ED. 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 NOTIFY CITY OF ANY MONUMENT 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. VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT THE CITY. BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT --OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. goo V SEE DETAIL "A'* SEE SHEET 3 N00"29110*E 4 EX. SEWER CLEANOUT NO. 10 STA. 10+97.00, C.L. 5.00LT. I EX. SEWER CLEANOUT NO. 8 4STA. 12+26.00, C.L. 79.00LT♦ 151 EX. DRAINAGE JEASEMENT PER TRACT MAP 6799 M.B. 579 PGS. 71 -791 96 95 1 94 93 92 97 'SEE DETAIL *Bj' TR 6709 ISEE SHEET 3 B. LATERALi (T YPI CAL) M.B. 57, & 71 G 11-79 4- STA. 12+26.00, C.L. 5.00LT. DELACORTE DRIVE (PRIVATE STREET) SCALE: 1" 50' HORIZONTAL 1° 5' VERTICAL 0 11 1 88 EX. SEWER MANHOLE NO. 26 STA. 14+22.21, C.L. 5.001-T. CONC. MON. W/ BRASS CAP STAMPED IS 4383" IN LH. PER TRACT NO. 6799 M.B. 57, PAGES 71-79 .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. 374C «. _ _ ..._, ... _. �_ . a.�_» ... _ _ �e» _ __ �,_..__.�.._ w _._ _ . } ._._.. _._ _ . �._ _.. - �___.��. _ --v> _. _�__ .�� _ _ p_1 _ _ _ _� _ _ _ _� , __� «.__ -, _. _ T _._.�� q - « -.. �� _. __. . �_ d o . �_ �. 1374 _F_ 3721 t �..� >��.�.....� .�... «� ,...w �..�.._ �.._..__ _..^...>... .. �..,.... �.. �... ......._.�.�.�___�.,.�.�....��p x s E ...�,. � ..� T4..�..�..__.�r��._.. ._.�:.�>�.....M.». � --�� 372 ApI1R0XJMAj FINISH 1 370 36-8 366 364 362 360 351-3 356 354 352 Jj 350 348 1 ,..._,...,>- ...»....,>. »... ...,. �..... �,.. „..:..<_..- ,...........,w.i,.. -. .:.,...,.»..».>...........,...3 ,....,�.:....N.�,.._,.....,.,.. ._...3 >.._....,.. �>-... 4,:,.».. ...._�.........,...........,... a..«.�-- ..:...:- ....».,. .......,,_._...�- .«-- h._.,.._ .........._ ,+..i...„....,.........,- .mK.,. � ..............._.....,..... e...,. i..,,......<..- o......<.,..... a�....,-. a.....--,... �...,«.._......._. ......e.,�.....,....�........., ._.� _ _......T....._......-- ... -.,- �.-.,._.._........--...,. �»..--.> A....,,....,..«... »...._.,....,_:......�,ev<..... _._- ...,.... � ..>.., �--_..«_.._,-........._..,. �.._...._, o...-. e.___ ._.._.,...- ...8_........- -...,. .... � ,»- A......»._._.a,.. >..... --... ......,..- ..- ......._.._._,K, 4....... ..- .......,..............»..._3 _._.. >u._.__,.,...... � 348 10 11 12 13 14 15 16 310 368 366 364 362 360 358 356 354 352 350 if MCGRAW HILL DRIVE INV (PRIVATE STREET) ----- # �_:ftww�+ SEE SHEET 4 6 . . ....... MANHOLE CB war -ru;�Vjfl 4 u. A. Oki It "I ilk t 00 Sco MCGRAW HILL DRIVE SDMH (PRIVATE STREET) EXIST 7 ELEV ELEVATION 1 z: PA PROPERTY LINE R/W RIGHT OF WAY EX. it /— PIPE SIZE p <C" to CL INTERSECTION S--SEWER Ln U. STA. 10+00.009 C.L. DELACORTE DRIVE= 00 > co co STA. 11+74.48, C.L. MCGRAW HILL DRIVE 8 "s SEE DETAIL "A'* SEE SHEET 3 N00"29110*E 4 EX. SEWER CLEANOUT NO. 10 STA. 10+97.00, C.L. 5.00LT. I EX. SEWER CLEANOUT NO. 8 4STA. 12+26.00, C.L. 79.00LT♦ 151 EX. DRAINAGE JEASEMENT PER TRACT MAP 6799 M.B. 579 PGS. 71 -791 96 95 1 94 93 92 97 'SEE DETAIL *Bj' TR 6709 ISEE SHEET 3 B. LATERALi (T YPI CAL) M.B. 57, & 71 G 11-79 4- STA. 12+26.00, C.L. 5.00LT. DELACORTE DRIVE (PRIVATE STREET) SCALE: 1" 50' HORIZONTAL 1° 5' VERTICAL 0 11 1 88 EX. SEWER MANHOLE NO. 26 STA. 14+22.21, C.L. 5.001-T. CONC. MON. W/ BRASS CAP STAMPED IS 4383" IN LH. PER TRACT NO. 6799 M.B. 57, PAGES 71-79 .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. 374C «. _ _ ..._, ... _. �_ . a.�_» ... _ _ �e» _ __ �,_..__.�.._ w _._ _ . } ._._.. _._ _ . �._ _.. - �___.��. _ --v> _. _�__ .�� _ _ p_1 _ _ _ _� _ _ _ _� , __� «.__ -, _. _ T _._.�� q - « -.. �� _. __. . �_ d o . �_ �. 1374 _F_ 3721 t �..� >��.�.....� .�... «� ,...w �..�.._ �.._..__ _..^...>... .. �..,.... �.. �... ......._.�.�.�___�.,.�.�....��p x s E ...�,. � ..� T4..�..�..__.�r��._.. ._.�:.�>�.....M.». � --�� 372 ApI1R0XJMAj FINISH 1 370 36-8 366 364 362 360 351-3 356 354 352 Jj 350 348 1 ,..._,...,>- ...»....,>. »... ...,. �..... �,.. „..:..<_..- ,...........,w.i,.. -. .:.,...,.»..».>...........,...3 ,....,�.:....N.�,.._,.....,.,.. ._...3 >.._....,.. �>-... 4,:,.».. ...._�.........,...........,... a..«.�-- ..:...:- ....».,. .......,,_._...�- .«-- h._.,.._ .........._ ,+..i...„....,.........,- .mK.,. � ..............._.....,..... e...,. i..,,......<..- o......<.,..... a�....,-. a.....--,... �...,«.._......._. ......e.,�.....,....�........., ._.� _ _......T....._......-- ... -.,- �.-.,._.._........--...,. �»..--.> A....,,....,..«... »...._.,....,_:......�,ev<..... _._- ...,.... � ..>.., �--_..«_.._,-........._..,. �.._...._, o...-. e.___ ._.._.,...- ...8_........- -...,. .... � ,»- A......»._._.a,.. >..... --... ......,..- ..- ......._.._._,K, 4....... ..- .......,..............»..._3 _._.. >u._.__,.,...... � 348 10 11 12 13 14 15 16 310 368 366 364 362 360 358 356 354 352 350 if CENTERLINE INV INVERT ----- # �_:ftww�+ STORM DRAIN 9 MANHOLE CB war -ru;�Vjfl 4 u. A. Oki It "I ilk t 00 Sco MCGRAW HILL DRIVE SDMH (PRIVATE STREET) EXIST SEE SHEET 4 SEE DETAIL "A'* SEE SHEET 3 N00"29110*E 4 EX. SEWER CLEANOUT NO. 10 STA. 10+97.00, C.L. 5.00LT. I EX. SEWER CLEANOUT NO. 8 4STA. 12+26.00, C.L. 79.00LT♦ 151 EX. DRAINAGE JEASEMENT PER TRACT MAP 6799 M.B. 579 PGS. 71 -791 96 95 1 94 93 92 97 'SEE DETAIL *Bj' TR 6709 ISEE SHEET 3 B. LATERALi (T YPI CAL) M.B. 57, & 71 G 11-79 4- STA. 12+26.00, C.L. 5.00LT. DELACORTE DRIVE (PRIVATE STREET) SCALE: 1" 50' HORIZONTAL 1° 5' VERTICAL 0 11 1 88 EX. SEWER MANHOLE NO. 26 STA. 14+22.21, C.L. 5.001-T. CONC. MON. W/ BRASS CAP STAMPED IS 4383" IN LH. PER TRACT NO. 6799 M.B. 57, PAGES 71-79 .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. 374C «. _ _ ..._, ... _. �_ . a.�_» ... _ _ �e» _ __ �,_..__.�.._ w _._ _ . } ._._.. _._ _ . �._ _.. - �___.��. _ --v> _. _�__ .�� _ _ p_1 _ _ _ _� _ _ _ _� , __� «.__ -, _. _ T _._.�� q - « -.. �� _. __. . �_ d o . �_ �. 1374 _F_ 3721 t �..� >��.�.....� .�... «� ,...w �..�.._ �.._..__ _..^...>... .. �..,.... �.. �... ......._.�.�.�___�.,.�.�....��p x s E ...�,. � ..� T4..�..�..__.�r��._.. ._.�:.�>�.....M.». � --�� 372 ApI1R0XJMAj FINISH 1 370 36-8 366 364 362 360 351-3 356 354 352 Jj 350 348 1 ,..._,...,>- ...»....,>. »... ...,. �..... �,.. „..:..<_..- ,...........,w.i,.. -. .:.,...,.»..».>...........,...3 ,....,�.:....N.�,.._,.....,.,.. ._...3 >.._....,.. �>-... 4,:,.».. ...._�.........,...........,... a..«.�-- ..:...:- ....».,. .......,,_._...�- .«-- h._.,.._ .........._ ,+..i...„....,.........,- .mK.,. � ..............._.....,..... e...,. i..,,......<..- o......<.,..... a�....,-. a.....--,... �...,«.._......._. ......e.,�.....,....�........., ._.� _ _......T....._......-- ... -.,- �.-.,._.._........--...,. �»..--.> A....,,....,..«... »...._.,....,_:......�,ev<..... _._- ...,.... � ..>.., �--_..«_.._,-........._..,. �.._...._, o...-. e.___ ._.._.,...- ...8_........- -...,. .... � ,»- A......»._._.a,.. >..... --... ......,..- ..- ......._.._._,K, 4....... ..- .......,..............»..._3 _._.. >u._.__,.,...... � 348 10 11 12 13 14 15 16 310 368 366 364 362 360 358 356 354 352 350 if CENTERLINE INV INVERT ----- # �_:ftww�+ STORM DRAIN MH MANHOLE CB war -ru;�Vjfl 4 u. A. Oki It "I ilk t SEWER MANHOLE Sco SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION FA — -4- PA PROPERTY LINE R/W RIGHT OF WAY EX. it /— PIPE SIZE p <C" 8*S— UTILITY < uj S--SEWER Ln D=DRAIN 00 > "s r It 4 ui IN\ERT EX ass INVERT EX. i 8 ops 4 't 0 cc � 0 INVERT EX. 18n f It 7 uj C-4 0) Ln CN dm� > U) 04 In CN ui 8 C) C) zz, 4 it 00 co Lo co co .00 _j Lo 00 cn ci to Q ro Lo i Lo Lo -ropo < fml po < to ro C,4 uj uj Ln uj f >: :z:z Zz Z LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN SMH SEWER MANHOLE Sco SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION FA FLOW LINE PA PROPERTY LINE R/W RIGHT OF WAY EX. EXISTING /— PIPE SIZE p <C" 8*S— UTILITY < uj S--SEWER Ln D=DRAIN u 0 NEW SEWER LINE EXISTING DRAIN LINE EXISTING SEWER LINE EXISTING TRENCH LINE EXISTING SEWER CLEANOUT EXISTING SEWER MANHOLE EXISTING DRAIN MANHOLE EXISTING CATCH BASIN CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. EX. CONC. MON. W/ BRASS CAP STAMPED IS 4383" IN LH. PER TRACT NO. 6799 M.B. 57, PAGES 71-79 NOTE: ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: EXISTING 6" SEWER TO BE CUT AND REMOVED. j� 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. O CONSTRUCT 4" SEWER LATERAL PER C.O.B. STANDARD SW-7 AND DETAIL 1 ON SHEET 1. O CONTRACTOR TO 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. ul O CJ uj V) 3c: uj 7-1 ,EX. SEWER CLEANOUT NO. 10 3 STA. 10+97.00, C.L. 79.001-T. U 1\1 IT 0 0 C) c> uo”) co co < ro Lo > c> CD Lo- CD 0 < nco C> to eq C:> CD o -juj C to ro co 06r",.z of 00 M Co 4 M w c) to '701, ♦ -) w - cq to 4 4 UJ c"m < W r -a I __j c> co u -C> < co Ln + 0 + CD c> co ,c> W ul Lo �_4__ _j + CD - 0 vi C> af U-) co uj lam-- c>uj uJ pot Ld < >► uj Colo l- co En (n V) + C> + V) (n a Lo z m 2 Ift't ;:: c> _J Q0 30 ui ui :z V) w z 5 cn v) 7-P 5 CL --�- 2% U) ro J PA L INSTALL 44.96 LF 6" PVC PORTION OF EXISTING SEWER 0 2.00% SLOPE INSTALL 26.72 LF 6" PVC 6" SEWER TO REMAIN. N00*29'1 O"E 44.96' SEWER 0 -2.00% SLOPE s N00 °29'1 0 "E 26.721 s EX. W 8"S 1+00 D EX. 18"D EX. SEWER MANHOLE NO. 24 DETAIL "All A o SCALE 1 " =20' k.3 EX. SEWER CLEANOUT NO. 8 STA. 12+26.00, C.L. 79.001-T. U j\1 IT 1 C> ui 1 2 =) 6 CL AO. a o ro PORTION OF EXISTING 6" SEWER TO REMAIN. e Iv- STA. 10+97.00, C.L. 5.00LT. INV. ELEV. 365.81 N 8" INV. ELEV. 365.95 E-W 6 C) Lo Lo o6 • 0 4 Q lb Lo C> c> ,qf1cD c> ANC * 00 w. U-) ui. W. 721, c> pe) < W uj �— C" c> X co &ui 3 c� < CD . V) + _j + W d- to �-` 112% *�'W p <C" Lo < uj 1 10 Ln En 1 C> ui 1 2 =) 6 CL AO. a o ro PORTION OF EXISTING 6" SEWER TO REMAIN. e Iv- STA. 10+97.00, C.L. 5.00LT. INV. ELEV. 365.81 N 8" INV. ELEV. 365.95 E-W 6 C) Lo Lo o6 • 0 4 Q lb Lo z W K) 3: V--: ui z < qd-z C + u"> ) W. c> pe) < W uj �— C" uj X (nu) Lot 5 112% Lo uj 00 > EX. 8 "S 12+00 V) EX. 18"D wry F- __j C> C> fwj a Q0 Urn C46 to co ri __j Qj V) FLOWLINE INSTALL 17.32 LF 6" PVC SEWER 0 2.00% SLOPE SOO*29'10" W 17.329 s EX. 8"S EX. 18"D EX. SEWER MANHOLE NO. 24 X STA. 12+26.00, C.L. 5.001-T. INV. ELEV. 365.36 N-S 8" INV. ELEV. 365.50 E-W 6" DETAIL "B" B Z SCALE 1 "= 20 1 3 4 DIG ��LFIZT Call: TOLL FREE 1-800-227-2600 AT LEAST M DAYS SWORE YOU DIG UNDERGROUND SERVICE ALERT L OF SOUTHERN CALIFORNIA CITY RECORDS NO.: CD 0 in < 0 z co 0 w d- o Z LL- < —1 I < w K) uj 00 _j Ld co o (o c) Nftoo, 04 LLJ m ox- LLS ilmd Z 01 0 5; LLJ w ioi 04 OD 04 0 � 00 0 pe) o 0 En } m 1% U %-amp 0) cv) 10 z CL Lot uj > z ui 1- 0 cc � 0 UJI z uj 0) dm� > U) 04 In ui 8 0 0) cv) 10 / / EX. SEWER MANHOLE NO. 28 STA. 10+68.38, C.L. 5.00RT. .__ � ! $1 VVIC'nKir-t DADVIKIf! - I : DELACORTE DRIVE LSEE DETAIL "D" THIS DRAWING HARPERCOIJNS STREET I- - - - - - -- _____ LSEE DETAIL "E" SEE DETAIL "F" THIS DRAWING THIS DRAWING MCGRAW HILL (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" - 5' VERTICAL SIMON SCHUSTF.R LANE / SEE DETAIL --'G" THIS DRAWING I SEE Vt I AIL *H* THIS DRAWING \ SEE DETAIL "I" THIS DRAWING 1. . . . 11 �! .,< EX. SEWER MANHOLE NO. 32 1 w . EX. SEWER MANHOLE NO. 31 I . �- 'O w STA. 14+44.38, C.L. 5.00RT. STA. 15+73.38, C.L. 5.00RT. HOLT MNEHART AVENUE :� < . INV. ELEV. 364.62 E-W 8" = _16- INV. ELEV. 365.07 E-W 8"' (PRIVATE STREET) w 101 INV. ELEV. 364.52 N 8p' at 9 INV. ELEV, 365.21 S 6 SEE SHEET 5 i - - . / INV. ELEV. 364.76 S 6" 1 ______ I � - - - - - � m �_ _J_ - - - - - - - - - - - - - - - - - - - =__.. I C.D __j 14+00 1 - I r, 0 C> I ! I � m . EX. 8"S___ . ____ I --- EX. 8"S 15+00 EX. 8"S " - EX. 8"S 16+00 i i 29 _____ IS --- I I --- ,S� -____ I ____ S, ---Is I _____ --- --,?,, I i Z�z ___- .. It I . I I J __J* . PORTION OF EXISTING INSTALL 16.00 LF I 1. UJ I 6 C13 INSTALL 42.00 LF I It [A [ 6" PVC SEWER - PORTION OF EXISTING - I Q I 9 g.-F 6" SEWER TO REMAIN. t__1.01 6" PVC SEWER i 11, &%101 � 11 .... ��i�� ... I i I T_ . 11,11 I Z_ I / 6" SEWER TO REMAIN. cli I I p &O ij� 1 10 % - I __ . I I 0. FLOWLINE f � . # . i � I . - � ��i 11_ I oco I I I "I T_ . � V I _11 �ft I v FLOWLINE_"� I N89*30'50"W 16.001 1 + + N18930"50"W 42.00 Q: C) w 0), , " I z I 1 < < ep . 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M uJ _j 3:: I I �J c6 V_ I 0 _j F_ I 0 I #uj bi - < n z * to < m 4 t.0 ._j �_ _.j I I -C:> w # cri ui -C) w 144- �_ �j I _3 06to w co - _1 066 1 * < * . U POW W Pf) Lo U V-) (D 06r-, m co * u- PO 3: 0 -J. c> 0 . to PO U> w to) 1-0 En to c> 3: cr � to 3c: . 0 w - C-4 . . 19% CN - LLJ qd_ - L0 r-.. 3: 1 3 m 06 1 LLJ Lu to PO (0 > V) + -C) L-:�L-:j qqd- >; r*-- - (,), r,.,t I I w + LLJ n vw- + LLJ > +0 . Lu n _j a V4 L _j +Lp 3: V- 0') Z�_ LLJ x (/I W- LLJ md- qc-- LLJ "_j cr_ 1 LLJ " , lc� >: uJ F-z 1U-J �- C) UJ F-M ! 4:� b 0 Oi ,qd- V-- 0') 4 t ,I m V)� Z� V) V) :z V) !;� >: uj �- c> 1 7- 'r- " I 0 0 1 V)K m V)V) I �_ %_ 3r. < C) I I zc~nc0n I =� * I 0 _j * m 0 < . 1 1 1 w 00 i I _j re) i I C> - - ___1_11 LO . W " 11 � w + J. A* I -e-) PO i 4 UJ %-- 4 1 U) . f , 'I ..- I C . < XI . . _____ I UJ V) � . 3�\ I I I I C ETAIL PpEfp SCALE 1$1=20' ��4 LEGEND: ABBREvIAT1 u - I c I - a INVERT SD STORM DRAIN I v I >� I u J1\117 -,/-jlj .. DETAIL "F)f F It$ on, SCALE 1 " =20' 4 EX. SEWER MANHOLE NO. 33 STA. 17+02.38, C.L. 5.00RT. INV. ELEV. 365.07 E-W 8 to INV. ELEV. 365-21 S 6 - - - - I- - PORTION OF EXISTING 17+ 1 00 - - - - - .8 - - - EX *S 61' SEWER TO REMAIN. C EX. 8"S INSTALL 51,00 LF INSTALL 14.00 LF 6" PVC SEWER bKo. 6" PVC SEWER 11''I �O� 7 , ,r-- FLOWLINE 89 30 50 W 51.00 # . - . . N89-10'5.0"W 14,00' I It - (.;' I 14 -10 , L 6* 0- .b I's - , , n I r . - ---Wm- mom& ---- 411"m \ 14 W ,�) 01 I'll. tires \001, 5' 2% rn IAV --I . ro O' PUE .... I S - -.1118- m� . 00m.ftommm - - f - I - -- - - - - - I _�� - 1 5 5 00 2 m • . C> co �� ,--: I to I- �-_ m m m I Z c� 0 a C) c> 0 C> na _j * z . 0 0 -;:P- C> oo Loa _j �-- nQD < �_ pe) Co < 00 o6 r4ic =) w rn m K) < n �_ to co Lu =) e cy_ =) 0 L�_L_j - I 0 iz uj . _j _j w __J_ V� I 0 -3c: 7p 0 V_ z: 0 I �- z __j < (3- 1 < Q,r- Ln + 0 C) + >- UJ U:�__j w • I + �i a coft 2 ro.", V_ rl,,,, T_ w to ,T-- W .it T- M * Ln r-- _3 x 2 ft w 1c1q �_ V w .44- ,V-- M �w -4- T- M V) T- _j .0 u') w " " w �1: <* >: 3:: < c) " 0 0 1 � 0 * C> 3:: <* >; 3: _< c) -:; r.: * * LL.j �- z LLJ F- Q 0 °• F- Z: z �- C:) < C=) < > M V) Uj F- Q UJ F- z :z U) U) I 0 - Z (/) V) (/) 1 1 z v)v) z (/) z 0') I V_ i I F- V_ f 0 1 1 . z C-> n I 0 0 - - " I W C) w + I 1 3c: r•-�-- 4 1 4 - I UJ V -,',.- I I cn . � . < Iw >< t- I UJ U) . I I CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB I CATCH BASIN SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION FA FLOW LINE PA PROPERTY LINE R/W RIGHT OF WAY EX. EXISTING /- PIPE SIZE w 8"S-- UTILITY S=SEWER D-DRAIN DETAIL "H" _ / S I CALE 111-20$ \1141�- 4 mmumm"Nomm"m s o- -- _-D - u 01 f's- I') CD) ls_f�l 0 @ NEW SEWER LINE EXISTING DRAIN LINE EXISTING SEWER LINE EXISTING TRENCH LINE EXISTING SEWER CLEANOUT EXISTING SEWER MANHOLE EXISTING DRAIN MANHOLE EXISTING CATCH BASIN CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. EX. CONC. MON. W/ BRASS CAP STAMPED IS 4383" IN L.H. PER TRACT NO. 6799 M.B. 57, PAGES 71-79 NOTE: ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. P5, PO I I . �___ -----V,, . 0- + r--,-_, i . . 4 ? lc� � , F_ U) . '__�, I U 1\1 IT A DETAIL PIG" G SCALE 1 " =20' � J .w to __ C) - K) cy r*-- LLI + 3c: Lb U) . .� >< �- L.LJ 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" 1110 . INV. ELEV. 365.66 S 6 - - - - - -_ -I- - - - - - - - - - - - - EX. 8"S 18+00 I __ - - __S __ - INSTALL 26.00 LF . - INSTALL 39.00 LF .. 6" PVC SEWER 6"' PVC SEWER &I.Q. @ 2.00% SLOPE ''I 7 0 -2.00% SLOPE V_ I N89"30'50"W 26.0 '-- FLOWLINE N89*30 t 50 " W 39.00' . . I I - I I k.1p,41 Q101 I . - I - lb W=_ �� I w 0 , 4005 • :) __ 4.4 mmm� -.0- 2% 5 0 r.- - / 0 ro_ j b 10 PUE fw - - - Eft - , - � - - I -.-- 2% i - , - I I - - -r- - 1 5 1 Oki . 5 * . & I to . w 010 ry 6 C5 c) w of C� 0 CD I 0 0 c� CD "____v C) C) C) 0 C) z k An i * z - �_ ��U:> <n < to &P., `CSI H_ PO to I :D z m T_ GL'' - u- < ,I _j c6r,.:. j po M 00 0:� 00 W 00 _j 00 r.0 u po�o UJ n V) 0 to r1r) LO ro uj to I PO u V) (O W v- • * PO 1 3:: * Lu Or) - Lu mi 3 PO - L.Li Pi. uj 02 Lr) - > (n V) uj 3:: + + Q w +w 05 + c> m (n + > + Q , T_ * UJ 00 co I- 3: ULJ V) ,-r- LLJ 'Rd- V-- M N LLJ ",4_ T N I 'Ir- LLJ V_ _j CK 'q- m V) tij C% 0 i >� 04 0 ,6 4 * z z F- C) z U-i �_ C) uj 0- ;z V) V) z: M I - 7;r V) U) z: U) V) :z V) z: V_ v- ..) _j 0 j < -1 Jll) Jell, i I uJ CO I-------- -, __ - -e- -r-) p __j te) n r P. -_ -, A -L-i u . . p I.-;-� J% 1 4 WV) 1. I+ - . . . - - - --...- - -.- - - co IW V-- I V), .I 4 "_� I �`•� >� w y .- --------I,- 1._�/, - I lu j\J IT I- DETAIL. )11. 1 )JI SCALE 1 -20' ksk I CONSTRUCTION NOTES: , 1 EXISTING 6'* SEWER TO BE CUT AND REMOVED. I ( ) CONSTRUCT SEWER CLEANOUT AS SHOWN IN PLAN PER C.O.B. STANDARD SW-6. I ( > EXISTING SEWER CLEANOUT TO, BE REMOVED. ( ) EXISTING SEWER LATERAL TO BE REMOVED. a CONSTRUCT 4*' SEWER LATERAL PER C.O.B. STANDARD SW-7 AND DETAIL 1 ON SHEET 1. ( ) VERIFY LOCATION AND INVERT OF EXISTING SEWER LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. Q) CONTRACTOR TO VERIFY EXISTING LOCATION OF UTILITY TRENCH BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. THE UTILITY TRENCH SHALL BE PROTECTED IN PLACE. l4 D- - �p 4 1 , , I � , � . k .. R. - , � I U, U� � I I " � � . - � �� ,4 4, V ,�O"fl�, ffs ic f ( - D �4_ r _ � ��_) Jvw k*47 , , v m F , � 11 I I I � Call: TOLL FREE I I - I I I � 1--800- 227---2600 1 � AT LEAST TWO DAYS I BEFORE YOU DIG UNDERGROUND SERVICE ALERT � OF SOUTHERN CALIFORNIA I I I &I Is 4e 40 '4000w, :2 , , v I CITY RECORDS NO..- . - • . � 0) 0 1 14) r4) �_ cy) w ::) < 't 0 2 ,6-0 0 cr -4- 0 z L,- I I _<<-1 ._I < *4- LLJ u 14) LLJ 00 r - 30. C) ,----.. _j T- T_ LJJ (O cw� N w Ld Ne < m . . Ad- CL ;zx � �, LLJ U) Z 0 (f) 5; LLJ cr_ I< 10�i I I I 1j5zI 144- N '11*� IS, [to C L0� 4 . r11 00 N 0 co � co 0 di Z I 0 � g .......... a %_ I - :3 _j W 1 �: :P to ca 13 1 6 W_ 7: - 1* 0 "Ill 4- � N . .. 1-� � , A�,, .,W, % %.%- ..." ...-I ..- 4cr. > 0 � Q 6 � 0 * w < m 11 • . � 0) - C.) Z = < Mai om - IL im ct ui a FEW04 3: w w :) C. a A I -I q* > 111111111111111111 40 P11111111111111114 F_. - 11 I ct c...) z :3 ,iit,ij .j . I 111111111111111 w co (D :"I: - c) vittmit < Wm 0 C..-� d 0 z 2 4=:d• 11111111111111111, I (30) "MMM4 0 ui cn CO � V_ E co > I CV4, I ') cmw in 8 Ix . • �i LL. Q . Q 0 I 2 < � ... � I I co w ul 0 1 1 w Z 00 ck: -jo < ix n N V • K__j McGRAW HILL DRIVE z ;gg (PRIVATE STREET} T) SEE SHEET 4 + + TR. 716 6 1 24 1 23 TR. 6_190a I L A N + WW- TR� 7 '6-P E 17 PHASE 18 L_ L 0) 08-1189 M�B- 57 TR.m 7166 9 m.B. 5 PGA. 88-89 m.8. 59, -71-79 14- 3r. PGS, Lo I PGS. 9o-gi 1 z V) LANDSCAPE !.%k.J UNff 4 INSTALL 58.74 LF LL 4� _4 JL I SEE SHEET 4 4" PVC SEWER ------ 2. 00% SLOPE EX. PRIMARY TRENCH LINE S33'000'50"W 58-741 12+00 1. N00*291101 13+00 14+00 415.001 5+00 Sul— S 10+00 S89*3V50'oE 10-79" - i 1 11+00 c% I EX. 8 S S_ S EX. 8 EX 8*S EX. rS .CUL-DE-SAC STA. 9 +90.75, 121.00' N, A C7 @NOO*29'10*E CN 0: N. 0 w �O/ x -011 0 C31 < 1 2 to w 0#4 251 j__ + C) F<- W V) SEE DETAIL "Jo SHEET 5 TR Of T 's cq C> 0 IV- 1-08 28 29 1©© C> 30 31 1 3? 10* cc3 Lq I ;r ui I z _j Lo to oc3z * I I w is i uj 6 --1 J I _3 in - o > �v i =v m z V z 1d ¢d" j t z - ul) ce_ M Lo } W +U+ u1* ir T_ - w CF) LLJ V- + + V) + # V) v C4 C4 LL- V_ I LAJ V_ w oe x ;!s w V) X uj U) w V) 27 SE ETAIL *K 0 --ow. SEE DETAIL "L" EET 5 SHE 5 TR� 7166 UNIT 4 (PRIVATE STREET) SCALE: 1 50' HORIZONTAL 1" - 5* VERTICAL 41- 00 N t--: v- ir %_ . C> ci S I 0 341 Z ui -a W) I p w _j o __j Q = Z u") M . Go (D C '* w 44 + + 11 _- i t V) LLJ En >< -;c IAJ V) w (f) SEE DETAIL *M* SHEET, 5 ............... ADINSON 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" INV. ELEV. 366.52 SW 4" 10+00 NEW 4" SEWER LATERAL w FLOWLINE K:z (SEE PLAN) IXC> u') on PORTION OF EXISTING 'cb 0 _j_j 6" SEWER TO REMAIN. (3 F-= - C.> T" In C> Q K++ to C-3 1<i- 9 4 1 c6 cn cn 1.00 5 GENERAL NOTE: AMR REMOVAL OF EXISTING SEWER LINES, LATERALS AND CLEANOUTS CONTRACTOR SHALL BACKFlLL AND RECOMPACT TO 90% DENSITY THE AFFECTED AREAS. CONTRACT OR TO VERIFY AND MAINTAIN FINISHED PAD GRADE AS SHOWN ON APPROVED GRADING PLAN, 376j�----- 374 374 cr_ APPROXIMAT FINISH __j --------- ADF _A1_nJMr_ P MIER INIt M 4372 'T T t . _ _ __ .. .. _ r_ . _ 7.�_.___ _ 370 370 4 368 1 -4- 388+ w...-+... nr+» Nw. .+- ...+..r....•....+..r... »...0 S i � 1368 7-1 INVERT EX. 8 S----- !366 EINVERT IN INVERT EXJXS INVERT Exv Exw VERI 364'r- i , 4 36- EX. 8"S INV(RT EX. 1 "D _.._.,....«- ... +,..__...., 1 362 Of M C.) .:z4i C) 1 1 - C) I i i mr I T_ C cn C) 00 36i 4- Lo Lo 1360 00 t:) C) 00(o i If co (o 0 CC Co tot; :z C3 'Lo ic:)uo 6 3 i a i co 6 i V) Z 1; z Z i Z f I j i i :z 3 I I z I LLJ (.0 C) C_j'Lo Uc) q4- cj,.d- LLJ Li r oo I = Lw Lo r1__ rn 'q- 358[_ uj ui I cor�_cn =3 -------- r- L I LO =3 'tn Lo 6 Iq L0 Lo o L 3 r ZZ5 © v- V- v- u� r.:)) to to L6 Lr (D r.0 358 ow u:) C.0 u:) CN i Z Z Ln r1e) ro f I Cy Z z < < + < < < 4. 3W2 cr T- I- I qq- 1 356 ce cr _j _j j _iui x Q: V_ L.ILJ DO: - w ui N ui I uj < W >; 1 LLJ F_ �' 1 E Z z < Z Z z :z:z 354 f 352 - - ----- 352 10 11 12 13 14 15 LEGEND.* ABBREVIATIO CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE C13 CATCH BASIN SMH SEWER MANHOLE sco SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION F/L FLOW LINE PA PROPERTY LINE R/W RIGHT OF WAY EX. EXISTING f- PIPE SIZE c* md- CD 8"s- UTILITY 0 _C) w b S=SEWER D=DRAIN U-) S NEW SEWER LINE EXISTING DRAIN LINE EXISTING SEWER LINE 00 EXISTING TRENCH LINE oo EXISTING SEWER CLEANOUT EXISTING SEWER MANHOLE 0 c> u") EXISTING DRAIN MANHOLE 0 CD EXISTING CATCH BASIN 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW 6. @ EX. CONC. MON. W/ BRASS CAP STAMPED "LS 4383" IN LH. 0 - z: :z 0 C) < PER TRACT NO. 6799 0 __j M.B. 57., PAGES 71-79 NOTE: ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES*,, EXISTING 6" SEWER TO BE CUT AND REMOVED. ' CONSTRUCT SEWER CLEANOUT AS SHOW N IN PLAN PER C.O.B. STANDARD SW-6. Q3 EXISTING SEWER CLEANOUT TO BE REMOVED. EXISTING SEWER LATERAL TO BE REMOVED. 5 CONSTRUCT 4" SEWER LATERAL PER C.O.B. STANDARD SW-7 AND DETAIL 1 ON SHEET 1. CONTRACTOR TO 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. 2 5 6 NEW 4" SEWER LATERAL V) a STA. 10+11.75, C.L. 61.66RT. I co 0 N 44'30' 50 "W 19.80' 0 uj F- M 0 :z Lu A 4 w uj uj V) 0 F_ 0 z: < Lu CLe U-1 us V)i ui N Wi 2! lu 1\1 IT DETAIL J SCALE 1 " =20' 5 c) %_w. 0 < u') • w U) u') • -3c: + C) :z lv- V) EX. SEWER MANHOLE NO. 22 STA. 11 +17.54, C.L. 5,OOLT. EX. SEWER MANHOLE NO, 21 INV. ELEV. 365.0 N -� 9 STA. . 11+65.541, C.L. 5.00 RT. INSTALL 26.90 LF INV. ELEV. 365.75 N-S 8" rk INTERSECTION 4" PVC SEWER INV. ELEV. 365.89 E 6 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*S S_ EX. 8*S INSTALL 18.49 LF 6" PVC SEWER 11+00 FLOWLINE OFFSET CENTERLINE "1 0 2. 00% SLOPE CENTERLINE o Irr- I N00"29"10" E 18.49" STA. 11+11.75, C. EX. CB NEW SEWER CLEANOUT NO. 77 STA. 11 +84.03, C.L. 35.50RT. eop r-P Lop INV. ELEV. 367.07 S 6 o 2 s i A % rl*- ��y1 2 % C) T_ CL 1 s. _T 5 5 5 INSTAL 26.90 LF Lo 6" PVC SEWER 4 4 NEW 4" SEWER LATERAL 6 0 .7 00% SLOPE *1 INSTALL 24.10 LF • NOO'02?#10"E 26.909 6" PVC SEWER 0 -2.00% SLOPE 0 m uj NOO'029'1 0"'E 24.10' Ilk cj " cj -c;� c> uj CD Lq V_ _j 1xi U r.., w 1 to 4 fy po Lo. C) uj c) U_ V) _j O V_ + + Lo LAJ v- LLJ 4ft V) Lj W Rd- co w U:>6 C) pe) 1 a LLJ uj �- co '"d- c> + C) z: (f) V) Z V) z: + Lo [C) N 3c: * 0 c) < m I ui 1-00 C) V) :;IF 4 7 4 !i \1 IT EX. SEWER MANHOLE NO. 19 STA. 12+94.54, C.L. 5.00RT. PORTION OF EXISTING INV. ELEV. 365.30 N-S 81' 6" SEWER TO REMAIN. INV. ELEV. 365.44 E 6 + EX. 8"S 3+00 Its EX. 8 s s INSTALL 42.00 LF INSTALL 29.00 LF /- 6" PVC SEWER FLOWLINE 7 6" PVC SEWER 0 -2.00% SLOPE A 2.00% SLOPE NOO*2911 O"E 42.00 N00 2910E 29.00' u") ui 1b 2% • ........... . 1012 Q. 5 5 i 4 1 4 2 00 r* 6 cr_ c> C) I ci c) U) L0 :z U-)a a < to < => z M 0 uJ W < F < < 44C r".. C) C) ui 141, co LLJ Lc) u w Wes- M- D Lot u') uj + > C) + + > ui Lo w __j - "N� uj " I UJ I __j a V) IT- Li V) Oro < cm 3: x ui I- < >: LLJ F_ 00 LLJ uj :z U) 771 V) 77.1, V) 2: 4 4 j\J IT !1 DETAIL "L" � SCALE 1$)=20` 5 w CD _j c; • < c) __j -C) • U --) - Lo Lu 3 144- C5 3:: cn % 00 C) w ( L f) 0 6 z: 2-1 0 z: 6 < � Lo cri LLJ V) �►,� W < V) 00 C) 0 Lo z: '44- -i o - m uc> < LLJ U to - UJ + Lo T- Ok, uj C) (f) ro -cc m F- 00 W U) V) :z 00 V_ C) 00i C) F- o Z CJ < .4- L0 QO Qof LLJ + 3r 1w__ UJ < i $ DETAIL K K SCALE 1 " =20' 14+00 + s EX. 8"S INSTALL 36.11 LF FLWOLINE 6" P VC SEWER -2.00% SLOPE N00"29"I 0*'E 36.11' w '��► cp IAL 4f Lo C1 2% 5 STA. 11+82.03, C.L. 41.50RT. S89"30"50"E 6.001 NEW SEWER CLEANOUT NO. 76 STA. 11+65.54, C.L. 3 7 50RT. INV. ELEV. 366.22 W 6 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" INV. ELEV. 364.98 E 6)01 INV. ELEV. 365.08 NW 4 AW POR TION OF EXISTING 6" SEWER TO REMAIN. INSTALL 32.75 LF 6" PVC SEWER 0 2.00% SLOPE NOO*29'1 01'E 32.75" 4/ 2%_ dA 5 DETAIL M m SCALE 131`20) 5 F- u") < CD ui < C:> co w ui + ) CD V Lo v C) 'd- I co UJ: V) W z:: :1 �Ty 0 Lo :z =3 i 0 C) W c) (D c .6 co to " ui 00 ui U) -o'o � w V) V) 2: rj 3 F C> U-) UD po o0co Pr) co co Lo - + W 'q- < >; V) 2w- DI�r T Call: TOLL FREE 1 AT BEFORE TW DAYS UKL You DIG UNDERGROUND SERVICE ALERT L OF SOUTHERN CALIFORNIA .0 CITY RECORDS NO.: A� 0 to CD 0 cr C) 14t z U- 0 < < LLJ 00 v- 1..1..I (JD U 0 - to 0 (40 N N w N 0 r co to 0 19 LL i _j 0 10, > < 06- .> :z x LAJ W z 0 lol co 4 cr_ 00 oo C) U") 0 c> u") cr_ C) U-) 0 CD 2 I i U-)c 14f) (10 _j -_ I 6 V) (-> re) 0 - z: :z 0 C) < w U) U'� C) + V) 3 LA n W K) _j (/) v W L o 144- Co I LJLJ Nd- W V) V_ x 0 >* (f) m ILLJ a n 1 < co 00 3t ce >; W F- ui V_ cy- 1� C) ci CD 3 U 2E V) (n :z V) z: z: :2 11= (j V_ z NJ 0 0 < w -_ -_ _j 4 4 I w + 14- 5-: > LLJ V-- (n . W < • X, Z/ DETAIL M m SCALE 131`20) 5 F- u") < CD ui < C:> co w ui + ) CD V Lo v C) 'd- I co UJ: V) W z:: :1 �Ty 0 Lo :z =3 i 0 C) W c) (D c .6 co to " ui 00 ui U) -o'o � w V) V) 2: rj 3 F C> U-) UD po o0co Pr) co co Lo - + W 'q- < >; V) 2w- DI�r T Call: TOLL FREE 1 AT BEFORE TW DAYS UKL You DIG UNDERGROUND SERVICE ALERT L OF SOUTHERN CALIFORNIA .0 CITY RECORDS NO.: A� 0 to CD 0 cr C) 14t z U- 0 < < LLJ 00 v- 1..1..I (JD U 0 - to 0 (40 N N w N 0 r co to 0 19 LL i _j 0 10, > < 06- .> :z x LAJ W z 0 lol :r to 0) Ito LL 0 co Z CL w w =1 z W > < z Cow) m �c cow Z Nom 11= (j F z NJ 0 co 5-: > cn C4 In W cc 0 :r to 0) Ito LL 0