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HomeMy WebLinkAbout1.2-7300 Ph 1 & 2MULTIPLE UTILITY TRENCH CL SEWER MAIN 4' R S' q OTYP. 5' Y x TYP. m3; 1 60" 7' MAX. ®0 TYP. o I MSN. ON DEEP SEWER, SLOPE LATERALS .� TO LOT UNE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. FINISHED STREET GRADE 01 • r It WATERLINE 0 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES TYPICAL r LATERAL FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS - f . UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL FOR LATERALS MEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE i EQUIVALENT, CENTERED ON THE PIPE BEING O. CONSTRUCTION BOUNDARY TRACT BOUNDARY 4 VICINITY MAP i NOTESINDEX QE�jHEEM 1. COVER SHEET 2. •.&. SPE3. CIFICATIONS i` DRIVE 5. HIGHGATE AVENUE •' DELAMERE 7. r . STREET 9. OFFSITE SEWER i PEMBERLEY PASSAGE ` a AVENUE 11. TEMPORARY r' DETAIL r tM r SEWER LINE8" SEWER LINE 12" SEWER LINE " FORCE MAIN s 4" LATERALS STANDARD MANHOLE SEWER CLEAN OUT STORM DRAIN IMPROVEMENTS 19 4 19 is NOT A PART 5 15 1? \► 17 PART 10 16 \ �\ 131\12 / S SD \ 14 \ / 14 14 13 1;�,® ® 1 12 a "r �`� �,,✓ 10 d 12 13 ®®` i t1 LS T PROJECTMAP SCALE. 1"=200' SHEET • INDEX r s- NO/t 1. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. • I CITY OF BAKERSIFIE.LD KERN COUNTY CALIFORNIIA m a I I a& a A a IL 1:1 11 flkvffj K!M IV k i I]m A Z I I oil I 11�ill ma m FOR TRACT NO. 7300 UNIT 1 &2 UNIT 1 TOTAL UNIT 2 TOTAL OFFSITE TOTAL 309 LF 398 LF -- Z 1417 LF 1647 LF 129 LF 98 LF 598 10 966 LF 569 LF -- — 1219 LF 1412 LF 646 LF EA �. EA 5 MING AVENUE EA 3 EA -- UNIT 1 TOTAL UNIT 2 TOTAL OFFSITE TOTAL 485 LF 771 LF 123 LF 100 LF -- 486 LF 4 -- 84 LF 3 E 5 E 2 E 4 EA 4 EA — EA -- -- 1 EA 4R 14 D1 . • PACIFIC RAILROAD VICINITY MAP i NOTESINDEX QE�jHEEM 1. COVER SHEET 2. •.&. SPE3. CIFICATIONS i` DRIVE 5. HIGHGATE AVENUE •' DELAMERE 7. r . STREET 9. OFFSITE SEWER i PEMBERLEY PASSAGE ` a AVENUE 11. TEMPORARY r' DETAIL r tM r SEWER LINE8" SEWER LINE 12" SEWER LINE " FORCE MAIN s 4" LATERALS STANDARD MANHOLE SEWER CLEAN OUT STORM DRAIN IMPROVEMENTS 19 4 19 is NOT A PART 5 15 1? \► 17 PART 10 16 \ �\ 131\12 / S SD \ 14 \ / 14 14 13 1;�,® ® 1 12 a "r �`� �,,✓ 10 d 12 13 ®®` i t1 LS T PROJECTMAP SCALE. 1"=200' SHEET • INDEX r s- NO/t 1. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. • I CITY OF BAKERSIFIE.LD KERN COUNTY CALIFORNIIA m a I I a& a A a IL 1:1 11 flkvffj K!M IV k i I]m A Z I I oil I 11�ill ma m FOR TRACT NO. 7300 UNIT 1 &2 UNIT 1 TOTAL UNIT 2 TOTAL OFFSITE TOTAL 309 LF 398 LF -- Z 1417 LF 1647 LF 129 LF 98 LF 598 LF 966 LF 569 LF -- — 1219 LF 1412 LF 646 LF EA 12 EA 5 EA 4 EA 3 EA -- UNIT 1 TOTAL UNIT 2 TOTAL OFFSITE TOTAL 485 LF 771 LF 123 LF 100 LF -- 486 LF w-- -- 84 LF 3 E 5 E 2 E 4 EA 4 EA — EA -- -- 1 EA I I I NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, iTHE CITY CONSTRUC11ON INSPEC11ON DEPARTMENT SHALL BE HOURS TELEPHONE i e . NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.2. ANY I � i FACILITY ' IS TO BE PRIVATELY MAINTAINED. i 3. 6 ALL MATERIALS Ra nP D FOR PROJECT O I REQUIRE Qr . CERTIFICATE y O COMPUANCE I STATING THAT THE r REQUIREMENTS r . STANDARD D1 SET FORTH BY THE CITY OF BAKERSFIELD HAVE f !EEN MET. I em a ' _ 1IT "ik 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. BY: BVINE NEPTUNE r 0 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. p APPROVED rr• PUBLIC s rr ,. • ;.. i. R.C.E. '1 61069 r REVIEWED BY; r BEARINGTHE OF i *02'20" E SHOWN FOR THE EAST LINE SEC11ON 10, T. 30 S.t R. 26 E. AS SHOWN ON BASISRECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE OF A SHOWNi TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 0) M toD O z co m .1' Z U_ I W U to W m W t0 COO j .,.� N W d m Know whaftbelow. call before you dig. 1.2-7300 Ph 1 & 2 ■®N! • Q • W r "~N Z O Irl z CL C> I— C4 ­4Z c W ,.o...,, : a W � r 40 CO) F. CO W '000 W C* 4 W r LL 0 STANDARD NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE N011FIED 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 LINES THAT THE NEW SYSTEM 11ES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES MALL 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 -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL # COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2 STANDARD DETAIL 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 SEWER PIPE 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. JOINIS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOTr NTH COMPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION 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 NTH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PiPE INSTALLA11ON MATERIALS---. PiPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND 0-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT-iN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALT. 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 1, II, AND 111 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, HOES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERiC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION! : PiPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS 'B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE NTH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN NTH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360° OF THE PIPE. ALL WORK FOR AND IN CONNEC11ON NTH THE INSTALLA11ON OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER MALL MEET THE FOLLOWING REQUIREMENTS. 1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F f5 (25-C t3 ). PROPERTY INITIAL (PAR, 1. TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGA11ON AT BREAK 2009 MIN. 2009 MIN: SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE NTH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRiP AT ANY 11ME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHAH WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERF OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70- - 80- F(21- - 27- C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77r F t5 (25• C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLU11 NS AND TESTED IN ACCORDANCE NTH SECI1GN 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. SODIUMoxmwflmm SULFURIC ACID i ; ! AMMONIUMr-# } NITRIC ACID FERRIC ■ • • r . •+ DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR BACTERIOLOGICAL :•1 i #i •r # Ie + .. r w # • 1 1.D. DETAILS AND DIMENSIONS OF MINIMUM OF 0.065 •, EXTENSIONS OF 9AME MATERIAL AS THAT OF .. EXTRUDED WITH THE INSTALLATIONOF # OF r PREHEATING COVERAGEOF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. OF iT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED NTH THE LOCKING# RUNNING PARALLEL NTH THE LONGITUDINAL AXIS OF • THE LINING SHAH r• # SNUGLY IN PLACE AGAINST INNER FORMS. ! # • i. `• r # 1 ! • •' ! • } Ir r.# ie : r r • I ■ # ! # • # # ! ! # 4 ! • , • ji !: , • , • # #- • ` ! # r r i M I r I ! i t" ! '' 1 i •• • ! . a . i! 1 i # 'i Z m G I = WMC i # : I 1 i e • w .. ;. w rw# r . #. !• # i# # ! i r a r • ! 1 r . r ; :! I r : : 1 1 v« r , •• ! # . - r # # # , r i !' ! - ' • i' !- ! `! 111 P # r • i' : #` # r I # e, # ! `# ! ♦ # ! i ! • • r r • •: #: i... r #. # • #, ! ! r !# i i ! ! # 1 i # #i • # - . # # # # m, m # # i r r #. r' ! : # • r « r # ,i .. r r ! - i - # r • .# ■ r i *• r # ` # ! ,.sr# #i •. + I i # # #', ' 1 ` ! # - ! :• r ! e # "# r e # } ` ! > , r + I 47 • # e #. . #. «r a !, er #' r !` : • # r # ` # # • r #• ! ) ti • # !. ! i I "i •" # `11 i It r # r ## #LLLLLLLLLL # ` •••# r • # r • # # 1.1. TESTING ! REPAIRING DAMAGED AFTER THE PIPE INSTALLED IN THE TRENCH,• -ED WITH LINING, INCLUDING WELDS, BE TESTED NTH AN APPROVED, CONTRACTOR SUPPLIED, El ECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 2ZOOO VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. AH PATCHES OVER HOI ES, OR REPAIRS TO THE LINER MEREVER DAMAGE HAS OCCURRED, # r r IN ACCORDANCE# # PARA. ABOVE. EACH TRANSVERSE ING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE r :PURCHASING• STRIPS EXTEND INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LJNER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETEDURING APPLICATIONOF t' 10—POUND PULL WILI BE MAINTAINED IF A WELD FAILURE DEVELOPS, • FURTHER SEPARATION OCCURS. DEFECTIVE WELDS NU BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. #' DRAWINGS.i !' SHALL SUBMITINFORMATION SHOWING DIMENSIONAL, ! JOINT TO THE ENGINEER FOR PIPE CLASSIFICATION.BE ! PER ASTM is TRENCH DESIGNATION - • CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING • ' 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED AH REQUIREMENTS SET FORTH 'N ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM i 1477. MANUFACTURING2. TESTING. i! CONFORM i ASTM F-679 OF #MPLIANCE SHALL BE MADE AVAILABLEi THE INSTALLATION.3. INSTALLATIONOF •SHALL FOLLOW MANUFACTURER'S FLEXIBLELI S AND ASTU D 2321 "UNDERGROUND INSTALLA11ON OF FIELD4. r PRESSURE CONFORM • THESE AND THE FOLLOWING: WITHOUTDEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDRE ULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON iMANDREL • r )' :USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE r ## X BASE . • i WHERE ALLOWABLE r • BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) MANDRELTHE ODD NUMBER OFVANES THE MINIMUM LENGTH OF THE CIRCULAR POR11ON OF THE MANDREL SHALL BE EQUAL ! THE NOMINALDIAMETER OF THE PIPE. ANY SEC11ON OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED RE -BACKFILLED, RECOMPACTED AND RETESTED UN11L THE MANDREL TEST CAN BE PXSSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDAR S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPAC11ON ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON PLANS. 7. Ri .e.l . • EXCAVATION HOLESTHE 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 !' BELLS AND BE EXCAVATED BY HAND, TYPESPROVIDING UNIFORM BEARING ALONG THE IENGTH OF THE PIPE. IT IS THE INTEN11ON THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SEC11ONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE OF PIPE • SELECTED # • CONSTRUCTION. STORM . r DRAIN AND CONDUIT INSTALLATIONSr • TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRAUNG 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 HE SHALL SUBMIT DATA BY A REGISTERED ! THE STATEDIVISION OF r • RULES,THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NTH ANY OF THESE ORDERS # REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISIi TO IMMEDIATELY SUSPEND ALL WORK.# •• LOSSES INCURRED BY THE BACKFILLING,CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BOTTOM OF i'ABOVE EXCAVATIONBACKFILL AT ALL TIMES. SEC11ON 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMI 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 OF #. CONSTRUCTION OF PROJECT. SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION BE REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON PROJECT. 11IN9,11101201*611-116011i !' I !# „r , #i�i.-mly.,Ii:llipigjwmko)F�:i�I]III r i r #' # !' / "# - # +► : ! # #r i!r } 1 r# # • THE CONTRACTOR : TO THE ENGINEERFOR UTILIZATION MATERIALS. ACHIEVING FIRM BWDINQ BELOW PIPE SPRINGLINE, CONTRACTOR SHALL PROVIDE *nRM BEDDING* SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE _r t BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING : BAcKnWNG, CONSOLIDATIONOF # r AND UNDER i i •' : ! f 1 CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 13. ALL SEWER STUBS SHALL BE CLOSED NTH A STANDARD PLASTIC PLUG. SOLVENT WELDED. THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DME BEFORE THE BEDDING IS BROUGHT 14. ALL MANHOLES MALL BE CONSTRUCTED iN ACCORDANCE NTH THE CITY OF BAKERSFIELD 4UP TO THE QUARTER POINT OF THE PIPE. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, INIIIAL 11ACKOLL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE CiTY IN THE PIPE ZONE FOR INITIAL BACKFILL, AFTER THE PIPE HAS BEEN PROPERLY LAID OF BAKERSFIELD STANDARD DRAWING S-20. AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO KENT -SEAL, IN A GROOVED FOUNDATION. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 15. STORM DRAINPIPE_, RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS ill WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE ,E ENI BA%FILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE CONTRACT PLANS. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, PROViSIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/QR ROLLING, THE BACKFILL EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE SPECiFICATION% JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. BEFORE SUCCEEDING LAYERS ARE PLACED. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF PIPE", OF THE STANDARD SPECiFICAlim WILL NOT BE REQUIRED. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED SECTION 65-1.06B, "RUBBER GASKETS) JOINTS", OF THE STANDARD SPECIFICATIONS. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (909) RELATIVE HANDLING OF MATERIALS. ALL PiPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 0 GOMPAC110N. CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT ANDK)N � _ Q3 .-` N APPLIANCES SHAD_ BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING ROLLING SHALL BE FREE FROM ,Q �- OD II SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED D 2 0 * STONES OR LUMPS EXCEEDING THREE 3 {) INCHES IN GREATEST DIMENSIONS, VEGETABLE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING ® � 00 MATTER, O R OTHER UNSATISFACTORY MATERIALS. U a d' z WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. Z LL- 1 0 iN NO CASE SHALL JETTING BE ALLOWED F BACKFILL COMPACTION WITHIN THE STREET. J d WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. PIPE LAYING. NO PiPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES w 0 r) Uj BACK,E ISS G ANQ COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT r o0 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3:: ® ^ -; MALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, P w T- m "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS o M (O PUBLIC KS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ® V) `' DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED LITH EACH PIECE LAID TRUE MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE TO UNE AND GRADE, AND !N SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT N W $1: m NEXT LAYER I PLACED. WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE Q e EACH LAYER OF BACKFILL SHAD. BE THOROUGHLY COMPACTED TO THE RELATIVE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND m 9 5 COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAiD WHEN THE CONDITION OF THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (909) OPEN ENDS OF PiPE AND FITTINGS SHALL BE CLOSED. RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SiZE FOR THAT OF THE FOLLOWING D2922 OR D1556. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN �� * � SiX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF A.,� IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. Of 41 w THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM + o -� -r COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. � In - 6 LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. U.' C C.) 6 CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND t z 10. SEM PEE, INSIALLATION SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. �I SEWER PiPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED AND BACKFILL. OR INCORRECTLY CUT. Q 0 HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 16. BORED f JACKED PIPE CAREFULLY HAND AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PiPE SHALL BE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE >. RESIDENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH m WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE REJECTED. CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE PIPE LAYING. NO PiPE SHALL BE LAID UN11L THE ENGINEER INSPECTS AND APPROVES BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED iN STRICT OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS iS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHAD_ PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PiPE AND TO PRE T SUDDEN SETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. INTERN OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY BORING JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, DESCRIPTION. PIPE SH NOT BE LAID EN THE COND11ION OF THE TRENCH OR THE / Z WEATHER IS UNSUITABLE. AT TIMES EN K IS NOT IN PROGRESS, OPEN ENDS OF CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE p PIPE AND FITTINGS SHALL BE CLOSED. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ) ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON > WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THE PLANS. x FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE SIX (6) HOLES SHALL BE EXCAVATEDAHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE .EXCAVATION THE VARIATIONS IN NT CONSTRUCTION OPERATIONS. SHAD- BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND APPROVAL.. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE I, WORK. ALL PIPE SHAH BE CUT TO FiT ACCURATELY, WITH SMOOTH EDGES AND FACES. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL THE CONTRACTOR SHALL BE RESPONSIBLE F THE CORRECTNESS OF CUTTING AND NO TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF ADDITIONAL CO IMPENSATlON WILL BE ALIO D F ANY MATERIALS WHICH ARE DAMAGED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR OR INCORRECTLY CUT SHAD_ FURNISH AND INSTAL. BREASTBOARDING AND/OR FACE CLOSURE WITH - a PIPELINE TESTING. ALL SEVERS SHALL BE TESTED FON? TIGHTNESS WHEN COMPLETED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. 0 AND READY FON SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL, EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID S' OF THE 1994 EDITIONS, "STANDARD SPECIFICATI FOR PUBLIC WORKS CONSTRUCTION, PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL., AND THE 17. MIN.QR STRUCTURES PiPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING, MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MiNOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE DIES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL.. WHEN PIPE LAYING IS INTERRUPTED, SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL C.) , AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD 0-04 0) BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDREtLED TO _ STANDARD S i 2. REMOVE ANY DIRT OR FOREIGN MATERIALS ICH LD CLOG PUMPS, EQUIPMENT, TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE 2PLANS. Oft co SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING cz tV z FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. THE PRECAST CYLINDER,, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE " rMW4 'q% ..m STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL ed C1 SELATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. Q BE SET ON A BED OF PORTL"AND CEMENT GROUT OR KENT SEAL" TO MAKE A r EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO � WATERTIGHT JOINT SHALL BE NEATLY POINTED ON THE INSIDE AND SHALL BE SET z AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION PLUMB ' S COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE C+-.4 H _ LL -%.TO THE TRUNKS � R SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON " 'Z tE M THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH 18. ADJUSI SlURYEY MONUMENT .ENQASE:MENM :2 a THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BEcz r PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR � ."� W ® INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. Q o U. 0) 11, SYSTEM TESTING W ti I.. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A M A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE MINIMUM OF THREE DAYS. IN ACCORDANCE WITH THE CITY OF BAKERSFiE SUBDIVISION MANUAL AND THE � (� Q 0 RECOMMENDA11ONS OF THE MANUFACTURER. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF z Z Z SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR C.) t < PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO I— DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING A MINIMUM OF ONE DAY.0 � 360 , IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO ` 'Q W 0) INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. Ix 3LLT ANDTH ATE "T Y" FOR. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. Ci.a 1"` W D ECHA N 1 OF CUSTODY" E ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED r'♦"# CO VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG(WHICH INCLUDES ANY MONUMENT FRAME OR COVER DAMA{ED BY THE CONTRACTOR OR HIS OPERATIONS " I -" THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. cc Z N OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER cz a PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF C.) A THE CITY. 12, WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MiNIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY UNE WITH 30' OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RiGHT-OF- WAY LINE AS SHOWN IN THE 'SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. # below. Call before youdig. 15 SMH SEWER MANHOLE INV INVERT cr_ SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE cq CB CATCH BASIN 00 L0 JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN 0 O.!m* TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 AND SW -5. 16 CONSTRUCT SEWER 01MOUT 0 PER C.O.B. STD. SW -6. tD now SWI 40 w awl z w N Q_ io X) Mary aco .zqw 0_w3: >: w zmo(ww/) wo 14 17 0cf * N= =NNM ) le .1 Z ,* P,- <mmlt z + +++®o 04 O 11 W I"- 0: -4 > >: Uj a- Ld F- I- F- • cn V) 0 V) 10 0 OFFSITE SEWER SEE SHEET 9 20" PROPOSED PRIVATE SEWER EASEMENT TO H.O.A. 14 DOCUMENT BY SEPARATE AV INS MMENT- T R f 730 13 TRACT BOUNARY i { 1 n ,� t t I ��� / Q 10 12 ® 9 8 9 UJ 13 S14TRACT BOUNDARY t6 m 12 tn 15 1 z U(n 1 U IN I T W 0 7 _j 16 or• _j J m z -4 w z 14) n r-; C) 1 0 a W 0 0 d (3 6 cn m J 6 g to 102 04 04 m 0 00 < ++ C4 cq Q z 4 10 0 1-4 0 d C.3 0 04 0 OD Ln z w < 06 cow + LLJ cn pr 3: 04 "T -W I >: 21 zz L&J C4 0! ta 16 6 9 C4 n ME + 911 18 1 19 20 z ca + t 01!�_, 1 �4 04 C14 cq 1 10 IV- UJ st 9U W W + •zi . ci -i t6 0 cl Z C4 00 cr 4- C4 C.4 Lo 00 W C) CD to pi 403, co w . . 4 Z_ W C-) 1�- W 9 0 .4t to A 'I - ui + + m 110 cs a's L, U = P) �!! W.* V_ b + •`[ f-t- cn c*4 U) cn LO to Of _j oo 3: 6 (44 (f) U) cl) < + I d + + + (n + Ut + + Co + 1 ul + c14 . 11 i� cd I cd I 04 04 to 1 4 Ui -r, cc,44 c� ,o Ed -4 C4 < . 00 W) I W 1- 10 C6 z cy) 0) C,'4 1 z- LL_ 04 04 C4 iw— I n 09• d -:;w V_ + + + W 0 W I S14 ro Z 0) CL f*- < LA: C1 cs C3 + + V_ V_ m to . 04 C4 00 0 ro) t < < < w 4 nt < cn PA cn cn U) cn cn ca I a + vi < to + lot (0 + N 04 W (f) cn I<- , z"t rv-- + + 00 r- 9 + + V) I r., r*-- X W -1 0 . ...... v- v- + C44 C4 + + cn LJ I- IR 00 < U- cr) cri (b I q f-.; a < < W r- + m Z V) V) z � =r In cn r1e) U) U) V) I ca C/) C.> zi < 4 t�/ 4ce . = ----�Y-00 _t___ 1 0 W < 0 _f_N 18 PILoo ,/\ U.000e I T 19 k '0001.4e 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 9+50 10+00 po C4 a 00 S56AV2eE •8" SEWER •29Z5V S56'j5 L I — L26% Ir SEWER S 168.3e ---- ---DRAIN___;9.60' S S_ s22 1 - — - — - — - :7L 00-1 71E N342*"W` V_ 13+00 S56*45'26*E 349.67' 14+00 15+00 e-11 p 0) 16+00 '001 7mW EET 7,--` _6 I 00 1 - @ 1.. 0 DRAIN �t2 74. 1 '00 _j A S49 '3643;E— 4 N 8* b SEWER 3 - 68-4i_ - s 34.27' *5 bm 3 17+00 Frn - W < a . .... 8 19+00 S56*45'26"E 283.86'.,,' 20+00 %Pl 0 — — — - — - - 11iiii1l DRAIN 41,5 _00 91� 0 z -W —W IF -101 DRAIN r-7-X;;pp W `3 17 3 C) S56*3 '06* 5212 1 0 WATER CPS 80 WATER z L_ _1qr _1% L.S LOT 0:: 1 Li r -I ) - 11 14: Cp WATER oo, op 7 a; P/L Jk L. S LOT 4e c; ta g -4 STA. 18+18.73 C.L. 14.17RT. 7 W < ci 0 cn U. w W.&_ if :x - INTERSECTION FUTURE C14 x a. 4 115 % CL rL 0i TA. 17+74.36 C.L EBRINGTON DRIVE LLJ + I- W , 04 11 i� RECREATION Ise, (PIS CL 1,0) cn 00, >. W STA. 16+40.03 C.L HIGHBURY STREET CL Ui + ce cd C3,4 ,A + FACILITY m cn v- vo ff sm m or-,% m In ff IL N .1c LUMINGT 11 Li I %V& E ca LA cn Icn 15 CORVEDALE STREET WALDEMAR WAY DELAMERE DRIVE (PRIVATE STREET) - HIGHBURY STREET SWMFIELD WAY SEE SHEET 4 SEE SHEET 4 SEE SHEET 6 c5c z it! SEE SHEET 7 SEE SHEET 8 tT. -IU+UU.UU U.L. TO ZU+/V.Z)-1 U.L.) SCALE: 1" = 40' HORIZONTAL LEQEbQ,*t,, ABBREVIATIONS CL CENTERUNE SMH SEWER MANHOLE INV INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN 0 O.!m* TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER 01MOUT PER C.O.B. STD. SW -6. now 0 zr 0, w 11 3: z A z in CS 9 z Jj ej I :5 R) in n Ila io X) Mary aco >: W) �; 00 00 00 ) le .1 z Wv a- 04 11 W I"- w -4 > >: Uj a- pp c6 + z jj z _j Z z z W_j Z CL W w Ai to 0 w _j U: b 10 00 `0 V_ W�-c W in < (1) + -J V i * 0 . i� pr) m: a Ci r - n n te) + U: w CO in * z w >; : < 5) w m _j (1) F CC L&J S ~ LJ V aw • UjW 0w_j:n z w m W LLI W zow 1?5 APFKU)UMA I nNISHE GRAD 18 SEWER 6-J INVERT 18" DRAIN o INVERT 18" DRAINT 8" CLEARANE -w x W x w M D m rz w Im T 0.4 AP Ny Al. AF M WATER • APPROXI OATE FINISH D • GRADE 0 CENTERUNE • IN . ar R ........... ................ _"7 ....... .......... . . ......... ..... I VERT 3- SEWER" • INVERT 8* SEWERJ I INVERT r SEWER I VERT 8- SE NER INVERT 1,TSEWER 1 2* 1 *5" CLE ANCE F - 0F: 0) cri V) z 0 w a F: 18 tq_�4 DRAIN 00 OD z 4 Wd z z W, z z z -4 -: >; >; z 0 >; 5 z >; :�; >; 0• z (j Uj z z w .9. z z I w 12! Z:z 4 - Z C-1 _ Z ej n N 0 z 0(0 1: M? jr) Irl j 0 v- I IR — - -, i, T- Ul) tj . Olt- 3: 7 4-F Z - - C14 '04 X z :2 4- MM < iufi v;- + Z < 00 z < 0) z 3) tfi < w >> w w Ji w .>> W W W w w IL -i w www -i _j -i Www CS; -i ww U) W w w W w a to (f) w w w w- w !N,�i IALL OF 8' PVC /D.t$Z 11 SEWER NSTALL 74.14 LF OF 142" PVC 0 1WRIALL M. 2 LE OF a" PE SE 0 Q.25Z INSIALL 169.38 LE QE I" EYQ 5E M 2 9.2 JMLL 111.30 LF OF 8- PVC SEWER 0 0.25% SENR 0 0.15% INSTALL 301.04 LF OF 8" PVC SEWER 0 0.28X LEQEbQ,*t,, ABBREVIATIONS CL CENTERUNE SMH SEWER MANHOLE INV INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN 0 O.!m* TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER 01MOUT PER C.O.B. STD. SW -6. 6W_ 358 356 354 352 350 348 346 344 342 340 338 336 334 lz"zn 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "Am PER C.O.B. STD. SW -4 & SW -5. M500 CONSTRUCT CATCH BASIN TYPE *Am PER C.O.B. STD. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA11ONS UNLESS OTHERWISE NOTED. ff0ON DUGNA10: SECTION LEITER SHEIJ VMM SECnON IS SHOYN QQNSTRUCTION NOTES REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCA11ONS.OF CROSSING PIPES NTH CLEARANCE LESS THAN 12 . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W UNE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL i SHEET 5 10+00.00 C.L. TO 20+79.51 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4! VER11CAL Know what'sbelow. Call before you dig. %JU*t 362 360 358 356 354 352 350 348 346 344 %jult 362 360 358 356 354 352 350 348 346 344 A mm = = 3 SCALE: 1 " =40' HORIZONTAL =4� VERTICAL 364 362 360 358 356 354 352 350 348 346 344 342 INSTALL 41.58 LF # OF 187 RGJ-RQP OF 187 R 3J -RCP 00.51% 0 O.!m* now 0 zr 0, w 11 3: z A z in CS 9 z Jj ej I :5 R) in n Ila io X) Mary aco >: W) �; 00 00 00 ) le .1 z Wv a- 04 11 W I"- Z ,Co -4 > >: Uj a- pp c6 + z jj z _j Z z z W_j Z CL Ai to 0 w _j U: b 10 00 `0 V_ W�-c W in < (1) + -J V i * 0 . i� pr) m: a Ci r - n n te) + U: w CO in * z w >; : < 5) w m _j (1) F CC L&J S ~ LJ V aw • UjW %jult 362 360 358 356 354 352 350 348 346 344 A mm = = 3 SCALE: 1 " =40' HORIZONTAL =4� VERTICAL 364 362 360 358 356 354 352 350 348 346 344 342 INSTALL 41.58 LF INSTALL 29.28 LF OF 187 RGJ-RQP OF 187 R 3J -RCP 00.51% 0 O.!m* now 0 zr 0, w 11 3: z A z in CS 9 z Jj ej I :5 R) in n Ila io X) Mary aco >: W) �; 00 00 00 ) le .1 z Wv a- 04 11 W I"- Z ,Co -4 > >: Uj a- pp c6 + z jj z _j Z z z W_j Z CL Ai to 0 w _j U: b 10 00 `0 V_ W�-c W in < (1) + -J V i * 0 . i� pr) m: a Ci r - n n te) + U: w CO in * z w >; : < 5) w m _j (1) F CC L&J S ~ LJ V aw UjW 0w_j:n z w m W LLI W zow APFKU)UMA I nNISHE GRAD 18 SEWER 6-J INVERT 18" DRAIN o INVERT 18" DRAINT 8" CLEARANE B 3 SCALE: 1 "=40' HORIZONTAL 1 * =4' VERTICAL 27 28 W, P. i i qsm s 31: iE 20 22 _j _j 21 FZ t> 1 ® 1 a C) M 0; C4 C4 < cn 1It 7 0 04 0 19 F-: . 0 zj t _6 m w 0 10 W 0 F- 0 U) t6m D c5 0 1-: 1-: z r- r - o Z-�Q < C4 . 0 cn 04 C> W > 0; _j c� 04 < C) J00 C44 0 6 r- toto =IN r- z F- 0) (7) 0) (nW (nFy- F<- e)t% W V) V) U) 0 co N1'02'21"E 12+00 Ir SEWER 294.24! S`I.02'21"W s sl 25 x IWO w26F5 12 oo 24 13+00 V: -305 TzII W >- (n 9 _j 0 W Er WATER 0 80 WATER L4 m < 00 0 Ui 14 on 23 C5 W lop PA _j Z4 00 00 W 6 cr !j d (6 14 W -q 0 (1) W C) C5 D 0 14D C-4 _j 0 ci d 3: q q C-4 04 .04 z 0 < (:; 0 WOO CR III-) 9 x 10 C.) zoo <00 W� _j 0 + + 00 00 W co a + O)S4 + C) C) C> m++ v- v- U3 c� + + r,+0) wZ_ m 25.26' V_ + + W . . < < V_ V_ U) U) U) 00 (f) Lp�L EMINGTM DRIVE iE 20 22 _j _j 21 FZ t> 1 ® 1 a C) M 0; C4 C4 < cn 1It 7 0 04 0 19 F-: . 0 zj t _6 m w 0 10 W 0 F- 0 U) t6m D c5 0 1-: 1-: z r- r - o Z-�Q < C4 . 0 cn 04 C> W > 0; _j c� 04 < C) J00 C44 0 6 r- toto =IN r- z F- 0) (7) 0) (nW (nFy- F<- e)t% W V) V) U) 0 co N1'02'21"E 12+00 Ir SEWER 294.24! S`I.02'21"W s sl 00 R=560_.(W— - 12 oo N01 *02'21 *E 502.80' 13+00 C1 -305 TzII 15 1Sys W Er WATER 80 WATER 6 , 20 14 on T .......... lop PA W W oc cr 04 Pei 04 ®l \ (6 14 ce 00 r, C5 00 m m 06 C ON E.C. N58*4527-W RAk__ STA. 14+07.92 C.L. WALDEMAK WAY CL** STA. 11 +29.26 C.L EBRINGTON DRIVE CL cl) .04 9 + CID I CID 00 cq r-: c� 10 r- r,+0) wZ_ (0 r- 4b EMINGTM DRIVE SEE SHEET 2 ..,p A AL A # I LN Fill z I ril I 1 16 S`I.02'21"W e SEWER 108.53'I 4+00 > 23.74! 15 1Sys W Er WATER 6 , x lop PA cr 04 Pei 04 ®l \ (6 14 13 00 r, C ON E.C. N58*4527-W RAk__ STA. 14+07.92 C.L. WALDEMAK WAY CL** STA. 11 +29.26 C.L EBRINGTON DRIVE CL cl) CORVEDALE STREET SEE RIGHT 1\1 I T 5 In m ci M 4m* z u (f) ci 25 am -on 4m-�� _j 0 to z z 7 00 6 N 5 z + 0 00 ck: 0 z Q 00 Lj W V) _j - C; t4i *'5 0 to 12 3: Uj 0 Uj a z r- __aj < V, goo Er WATER L.S LOT 8 + cq W W 26 cr 0 W z P 3: <* <* 0 PA W - I R V chi cn W + + -6 " 04 4 n 04 ! N88*5739"W 00 00 242.54! 12+00 --I— cn 9-00 s -S S88*5r39 E 6" SEWER I ml S88*57,39 8' SEWER 162.00' 0 0 __W= 5 w �9 s 10O-Ov 6N: R STA. 12+76.50, 28.43' RL N44°31'53*W 40.61 27 cv '0 co 0 z 04 Q ( n F_ C', • D 0 47; C) C4 0 z+ CID Ul) L0 0) 29 + + _j cn W Ui Ui 28 + V- I 1 P/ j v) cn -J 00 OD + + _j 0) 0) 2 cnW % to cf) 30 31 co U IN I T1 DELAMERE STREET SEE SHEET 6 ROKEBY WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+47.50 C.L.) SCALE: t" = 40' HORIZONTAL 362 362 362 362 W W 360 LZ 360 360 360 in W W 358 < 358 358 358 We• 356®• 356 356 1\ 356 4 354 354 354 r 354 APPRO),'IMATEnNISI JED A ENLSHFn 352 352ADETERLINE I%CLI 352 352 1NE 350 350 350 350 •j .......... ..............•0000 ............. . . . .... 00A ........... 348 348 348 ................. 348 ---- 114VERT 6* SEWER-' _j IN 6 SEWE R j _j INVERT 6" SEWER _j W 0 ® 0 0 V-0 z 000 cn z NVERT Ir RT C40 cn -cl Zt IN RT Egrr" SE .Ui. 11K 346 L6 cn z W Ui if) a cIC -�Z< 346 ci (0 346 4 1 .to 2 a a z ®J0 Z _1 z 00 co 00 J (3 >: 0 >: �-C3 > z ® 0000.* W zz Wani�� =)Z c5 _j > z 2:_ A z -: W z z r'. T-VZ.W0344 z o -te) 00 W Z 344 _j 344 344 01— <C3 to Z8 tq n 0 C-4 00 m "! w0i X: 04 b) k) b) W tf) 06 Z to 0) *00 00 to _j < • od c6 4 u*) r- 0 06 _J to < OD p.: Z rn N in :2 + 141t 14t z + OT < a) P� P_: P� to :2+ * A :s + * *,* 342 V_ 342 0: 16r DR AJN c- I A) A A 342 > 342 < W W W W• W W W F_ _j _1 U.J � I- _j 5 5 L _j _j W Lj 0 0 W W WWW (n U) W LLI �_ _j W W Uj >_j (M) W cn cn W LJ WWW _j INSTALL 100.00 LF OF 6" PVC STWER 0 cn U) Www 340 INSTALL 100.00 LF OF 6* VC SEWER 0 340 340 1.00% _WrAUN4.24 LF OF 8" PVC SEWR 0 0.25% - 014STALL 108,53 LF OF e" PVC SEWER 0 1.00% 01 340 1.00% INS LL 162.00 LF OF 8" PVC SEWER 1) 0.25% 338 i 1 338 338 1 338 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 10+00.00 C.L. TO 15+02.77 HORIZONTAL SCALE: 1" = 4' VER11CAL CL CENTERUNE SMH SEWERMANN OLE INV INVERT SCO SEWER CiYANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EASING CB CATCH BASIN El EV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN 2 T.O.t .4 36,3 .224 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S_ CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE "A7 PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW - 6. ® CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *9 PER C.O.B. STD. SW -4 & S1 5. CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SM. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. MON DESIGNATION; SEC71ON LETIR 2 %W WAX SEC TO IS SHOW QQNSTRQ!Qj1QL4 tjQTE5 REMOVE CAP & CONNECT TO EXIS-17ING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISIING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND N011FY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PERD-9 AT LOCA11ONS"OF CROSSING PIPES NTH CLEARANCE LESS THAN 12 . IDEN-nFICA'nON TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANsmON MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 (STA. 10+00.00 C.L. TO 12+47.50 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Know what'sbelow, Call before you dig. A Q 0 FUTURE UFT STATION 11 10-01 LOCATION _j 0 p z NOT A PART Ue 1� ! I '0000" LAJ IL 0 m I 0 _j d 11 z I 11= m F_ Ie _j 0) W m ;_go I I 0 < 0 V- m 0- 0 1 %r-0 Of co ox UJI 28 0i 0. 27 29 30 -31 i D to W 8 F_ 04 0 U) § Z 06 0 Z c; 0 0 dd 04 m _j MOO Im 0) 0 D N 04 cj C3 z,-*,.-: -: C-4 F_ if) LO W < 04 04 Lo L0 cn + + a ++ + + mmo) 0: En C> 10 W I W I- cn cn C1 N;� <-- cn W cn cna. - - - P/L *5 (n -W W W 8' WATER W W_ z 04 C14 Iz z FUTURE 6" FORCE MAIN 6- FORCE -------- MAIN S8857'39"E S 169.00 N88#57'39"W 10 fR 400. AINJ �10 10 -00 s 1 1 -rvv 12teo S S8805739"E .' R51 5- ® 75900 15+00 ----------- V- � --- _--is _s RE Dz:T15 (5 TRACT 04 80 SEV0 N88`57'39"W 22ZOO' S S •----s s BOUNDARY CN N88*57'3VW 8" SEWER 300.00, U*) R/W 04 7. Neu" m 0 U") o- z _-j CL c; W j l i 0 V) < W 0 0 z Q 0 EVELOPME 5 2++ Ny + -4 W HIGHGATE PARK BOULEVARD NOT A PART r Jvv 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 3212 tin I N z cl it 00 0 0 CD z dcn c; 000 3 2 X44 C14 Z z r--. R ce ++I a cn cn _1NW AM SHEET DELAMERE DRIVE SEE 6 (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+32.51 SCALE: 1" = 40' HORIZONTAL M FORCE MAIN WILL BE FOR FUTURE USE AND LIFT STATION WILL BE DESIGN AND INSTALLED WITH FUTURE DEVELOPMENT. FORCE MAIN INSTALLATION IS AT RISK TO DEVELOPER BECAUSE THE SEWER LIFT STATION HAS NOT BEEN DESIGNED. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER PG&E 24" GAS TRANSMISSION LINE, OR WITHIN 2 FEET FROM THE EDGE OF THE PIPE, AND EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FEET OF S.C.G. PIPELINE, WE REQUIRE HAVING OUR TRANSMISSION PERSONNEL STANDBY. THE CONTACT FOR STANDBY IS TAB LAGOW, 661-763-2825. PLEASE CALL TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. ALSO, PLEASE MAKE SURE TO GET A NEW USA TICKET AT LEAST TWO DAYS PRIOR TO FUTURE CONSTRUCTION. RECREA11ON FACILITY NO 1. ELEVATION OF GRAVITY SEWER INVERT SHALL BE MINIMUM 1 - ABOVE ELEVATION OF FORCE MAIN CROWN. 2. PROVIDE SMOOTH UPWARD SLOPING CHANNEL FROM 24 IA FORCE MAIN TO GRAVITY SEWER. F48" 1 DIA. TYPE "A" MANHOLE PER COB DETAIL SW -2 CROWN OF FORCE MAIN FORCE MAIN FLEXIBLE GASKET CONNECTOR a I I T j P/T LAJ _j cn -4 f CD W ci LO = -0 cm U 40 04 i 0 io z Ce z C, tc) CC3 W M C4 04 jR ul t!)++ (7) OD ® 0 0 Z77 00 00 P �3 0 lij Lo c; 0* M V_ 1 cn ixHIGHBURY 0 N8 471-9-W 3r z z z jW . 0 0 10" 0 J a8 m W c; d A Z C4 + LO I Z q q V_N v-04 1 LLJ _j 008 pi + + x 241, < tc) to 151.13 LF (F 6' C900 tn- Ici Of MAIN- P/L cr + + df En (n 8" WATER cn +A --w INSTALL 78.52 -W N �857*3110W` to -.4- • 12* SEWER c-) C14 233.00' FORCE MAIN- 0 (04% - -1 019.85% J INS ALL 40QOOI LF OF 12- PVC SEWER-* -0.15A N88.57'39 -V --D a m le DRAIN 04 Lo 280.00' SEWER*** 41 -0.15Z M FORCE MAIN WILL BE FOR FUTURE USE AND LIFT STATION WILL BE DESIGN AND INSTALLED WITH FUTURE DEVELOPMENT. FORCE MAIN INSTALLATION IS AT RISK TO DEVELOPER BECAUSE THE SEWER LIFT STATION HAS NOT BEEN DESIGNED. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER PG&E 24" GAS TRANSMISSION LINE, OR WITHIN 2 FEET FROM THE EDGE OF THE PIPE, AND EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FEET OF S.C.G. PIPELINE, WE REQUIRE HAVING OUR TRANSMISSION PERSONNEL STANDBY. THE CONTACT FOR STANDBY IS TAB LAGOW, 661-763-2825. PLEASE CALL TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. ALSO, PLEASE MAKE SURE TO GET A NEW USA TICKET AT LEAST TWO DAYS PRIOR TO FUTURE CONSTRUCTION. RECREA11ON FACILITY NO 1. ELEVATION OF GRAVITY SEWER INVERT SHALL BE MINIMUM 1 - ABOVE ELEVATION OF FORCE MAIN CROWN. 2. PROVIDE SMOOTH UPWARD SLOPING CHANNEL FROM 24 IA FORCE MAIN TO GRAVITY SEWER. F48" 1 DIA. TYPE "A" MANHOLE PER COB DETAIL SW -2 CROWN OF FORCE MAIN FORCE MAIN FLEXIBLE GASKET CONNECTOR F= P/T LAJ _j cn -4 04 0 CD W ci LO = -0 cm U 40 04 i 0 io z Ce z C, tc) CC3 W M C4 04 jR ul t!)++ (7) OD LO ChMfY Z77 00 r mn W cn o 7 SEWER 78.52' _si: cn ixHIGHBURY STRE N8 471-9-W = No 110.4m SEE SHEET 7 10" DRAIN 67.08'. M FORCE MAIN WILL BE FOR FUTURE USE AND LIFT STATION WILL BE DESIGN AND INSTALLED WITH FUTURE DEVELOPMENT. FORCE MAIN INSTALLATION IS AT RISK TO DEVELOPER BECAUSE THE SEWER LIFT STATION HAS NOT BEEN DESIGNED. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER PG&E 24" GAS TRANSMISSION LINE, OR WITHIN 2 FEET FROM THE EDGE OF THE PIPE, AND EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FEET OF S.C.G. PIPELINE, WE REQUIRE HAVING OUR TRANSMISSION PERSONNEL STANDBY. THE CONTACT FOR STANDBY IS TAB LAGOW, 661-763-2825. PLEASE CALL TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. ALSO, PLEASE MAKE SURE TO GET A NEW USA TICKET AT LEAST TWO DAYS PRIOR TO FUTURE CONSTRUCTION. RECREA11ON FACILITY NO 1. ELEVATION OF GRAVITY SEWER INVERT SHALL BE MINIMUM 1 - ABOVE ELEVATION OF FORCE MAIN CROWN. 2. PROVIDE SMOOTH UPWARD SLOPING CHANNEL FROM 24 IA FORCE MAIN TO GRAVITY SEWER. F48" 1 DIA. TYPE "A" MANHOLE PER COB DETAIL SW -2 CROWN OF FORCE MAIN FORCE MAIN FLEXIBLE GASKET CONNECTOR F= P/T cn -4 a U I LZLI ci LO = -0 cm U 40 m v- LO r mn LL cn ixHIGHBURY STRE INN = No 110.4m SEE SHEET 7 M FORCE MAIN WILL BE FOR FUTURE USE AND LIFT STATION WILL BE DESIGN AND INSTALLED WITH FUTURE DEVELOPMENT. FORCE MAIN INSTALLATION IS AT RISK TO DEVELOPER BECAUSE THE SEWER LIFT STATION HAS NOT BEEN DESIGNED. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER PG&E 24" GAS TRANSMISSION LINE, OR WITHIN 2 FEET FROM THE EDGE OF THE PIPE, AND EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FEET OF S.C.G. PIPELINE, WE REQUIRE HAVING OUR TRANSMISSION PERSONNEL STANDBY. THE CONTACT FOR STANDBY IS TAB LAGOW, 661-763-2825. PLEASE CALL TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. ALSO, PLEASE MAKE SURE TO GET A NEW USA TICKET AT LEAST TWO DAYS PRIOR TO FUTURE CONSTRUCTION. RECREA11ON FACILITY NO 1. ELEVATION OF GRAVITY SEWER INVERT SHALL BE MINIMUM 1 - ABOVE ELEVATION OF FORCE MAIN CROWN. 2. PROVIDE SMOOTH UPWARD SLOPING CHANNEL FROM 24 IA FORCE MAIN TO GRAVITY SEWER. F48" 1 DIA. TYPE "A" MANHOLE PER COB DETAIL SW -2 CROWN OF FORCE MAIN FORCE MAIN FLEXIBLE GASKET CONNECTOR V 9+00 10+00 11+00 FORCE MAIN & r WH BE PRIVATE BUT WILL HAVE COURTESY INSPECTION BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBLIC AT A LATER DATE. 12+00 13+00 14+00 (STA. 10+00.00 C.L. TO 18+32.51 C.L.) SCALE: 1" = 40' HORIZONTAL 1. = 4' VERTICAL 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 32 TOP OF BENCH FLEXIBLE GASKET CONNECTOR ------- GRA W TY SEWER TRANS177ON MANHOLE AEBREMATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST DUSTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN O.• - 36 z*7 22TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE *9 PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *A7 PER C.O.B. SM. SW -4 & SW -5. "tr CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. SM. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED, 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. =BON DEQIGNATION; SEC11ON LETTER 2 SHEET WX SECTION IS SON - CONSTRUCTION NOTES (D REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANsmON MANHOI F FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 I Ak 1.2-7300 Ph 1 & 2 Know what's below. Cal I before you dig. iii 17.8 7' LF OF e C900 CLASS 151.13 LF (F 6' C900 CLASS 150 150 FORCE MAIN- INSTALL 78.52 OF 6 FORCE MAIN- 0 (04% - -1 019.85% J INS ALL 40QOOI LF OF 12- PVC SEWER-* -0.15A INT ALL1233.00 LF DF 12" PVC SEWER*** 41 -0.15Z P, Ic SEWER 4 1.00% tub W 04 I V_ LLJ Ld a- - Lo IL zz z OD CO W e E2I v- V-: 3: C LO U) to z• >; :�; 5 > Ex Ld z Uj Ki r) qt z V. < 0 C-4 r�: 1 0 m E -to 99 Z m < m M io n z (OCR 0 -w b "o j2 c'! 41. n v- to co 3: z VUj _j 1) _U5 Et T- U� >: x fe) < to co t * !9 't * jx :2 W Co C W U) LLJ 1AJ _j _j LLJ Uj LLI W W LLj p Kn) n K) 0 fit, C-4 v - .0% W On _j _j LL cn (0) W m LLJ _j vii vii W Ar nvAlh A"ADE V_ N 0 FINISHED SURFACE f z Z 14 WATER f 9 I- cn p Er WATER 04 .......... 77 • INVERT 67 !EWER7 WER E! WATER TO CROSS BETWEEN INVERT 12' SEWER 16* INIMUM ',EWER AND STORM DRAIN SEPARA,n SEE IN fiRT 6 77� A v ltj4zTj I I ram r c 4 � aMr INVEROCI( T e F(RCE MAIN CLASS 150 11.25' ELL INVERT 18* DRAIN NVERT 18! DR NT WITH THRUST BL FOR CE MAIN z ► Ld :x 0- >_I m z W 2: V) z z W 3:: 0 - 00 ad L1r1I C) 00 00 OD C -4 Jac::) 31. z 1. T- T- 04 Ir * 1- V_ V_ 0 z <Z z < cj m Zz zzz m _j W zo, * tun-) LO z .0)0)0) rn M fn cn jj LE ci 11cNW14 m + 04 04 04 I* 0) + ., ... . ... 00 W) turn IN VERT 8' SEVER Wu) W U W cnu) LU W S." am W W cn 11 4STALL 67.08 LF OF 18 INSTALL 28D.00 LF OF 18* RGJ-RI;P 0 0.12%1 RGJ-RCP 0 0.12% tun) WOD 11 0 a to d 00 00 cc 00 a z z J 5 5 CC >; W z z o; I 05: 04 0) c z 00 X: z !N C .4 •000) ". + 1 < :m to U") < Ui Ui U) fn coG� E� 5 CC' W W W W _j _j � W W _j _j MaJALL 444.VV Lr ')LVTLF% ty.-U.IWA V) W W p I'a I!nLL aw. LF OF 8 r_ L R 40 -0. 2 0 cn W W V 9+00 10+00 11+00 FORCE MAIN & r WH BE PRIVATE BUT WILL HAVE COURTESY INSPECTION BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBLIC AT A LATER DATE. 12+00 13+00 14+00 (STA. 10+00.00 C.L. TO 18+32.51 C.L.) SCALE: 1" = 40' HORIZONTAL 1. = 4' VERTICAL 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 32 TOP OF BENCH FLEXIBLE GASKET CONNECTOR ------- GRA W TY SEWER TRANS177ON MANHOLE AEBREMATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST DUSTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN O.• - 36 z*7 22TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE *9 PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *A7 PER C.O.B. SM. SW -4 & SW -5. "tr CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. SM. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED, 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. =BON DEQIGNATION; SEC11ON LETTER 2 SHEET WX SECTION IS SON - CONSTRUCTION NOTES (D REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANsmON MANHOI F FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 I Ak 1.2-7300 Ph 1 & 2 Know what's below. Cal I before you dig. iii VALDEVE WAY ROKEBY WAY & NOT A PART SEE SHEET 4 I z 4- T 31 0 + m N OT A PARS / , WF W 0:: 0 F x JN I T 1 cn LLJ(n W" 10 to I ♦ ,� as -j 6 A 0) 0 cl!!� F-: -j Co 2 1� 111to * 144- 0 cli f4r3 to .9" Z6 U N � f1i 11 "d* 5 >: r- * 11 C5 1 n 0 2� ci ui im 1-z z . W LLJ a 0 (A dZ Ui >: LLJ a z N L- CS ;5 z (31 In z U: o i W 0i LO to + LL- io = 28 z 0, z n cr 0 0. W) co _j 0; 0; C4 < U- (7) 0; C-4 C-4 a U-) 0a 00 6 cj c> z CD 0) 8 LL. c C4 i� cj + + 00 ® Ui 2i < 0 (n 7 uj ul CD m ui 0) r-� 0; 6 C14 %0 CL C14 C-4 C'h 5 = z (3 c*4 W M 00 M + + a -to + + + 00 1 1 Ili m LLJ m 04 LO z E5 v- <co - En cn z I,-<- 00 • Q Z ® n W) t* 00 tet- to N z to cn 2 U) U) LLJ C14 04 00 WL 0 (A V) rA t� t<� <� I 1 04 04 5 C> v 00 + �3 z 110 :cze- 't Ui z tai Z u) in C� C3 0 C4 cs < to mcn C4 In N to + + c*4 59 -cc RIP RAP 1 ko. 0 NI*02'21*E S1 *022!314r-" b+00 300.00 18" DRAIN 2 00.00 TEMPORARY SUMP 4� S1770, ham/ cn to 06 LLJ + TO (PRIVATE) 4- --- C14 SEE SHEET 11 S7 22+00' S01*02*21*W 324.67 00 0- *21* • P1 ao P4 10.67' 8" SEWER NlV2'21* 9 8 + 3® r WATER WATER WATER PA P- w 0) t-: PA I H. f --t TEMPORARY FLOWAGE 0; 1 I I AND DRAINAGE 8 1 lb 04 00 TEMPORARY 6- HIGH] CHAIN LINK 1 1.6 1 .911 1 Uj 0 C) 1 8 0 8 1 FENCE PER C.O. STD. D-10 EASEMENT PER C.O.B. L01 1.0* cn C4 ® te) ® 1 04 C> 0; 0i 0; 6 S , DOC.# 000216174206 C3 -4 04 c T v- Uj cr 04 C4 N j� W Uj cd C5 i C4 C4 0 _j 3: 115 C14 ca ix z In z W Lc) < Z� I = d -j d 3,WV) tq S LOT _j vz < z U: 0 1 0 co in, I •CD 06 (30 V-: z 0; a >: Ed Uj cc W I + cW, m M cc z omm + ®� � I 21 1 0, d I -j cq mi + + + 10 24 2* + 0 to �6 5 1* CN LA: 25 m j 2 '3 Z M co 4 PA c1n + 0 26 27 In m I z 4 .41 --i . 00 C4 I<.- < Z r - z �-- 1-- 9 00 LLAW < W + + (n + + < U z a 04 N c%j (n 1* + =1 V) a U) cn m CN N N 04 to It m ce C*4 W cn FU cn C06 :15E i N W ccn W cn n cn cn cn W HIGHGATE HEATH AVENUE EBRINGTON DRIVE SEE SHEETSEE SHEET 3 (PRIVATE STREET) (STA. 19+99.52 C.L. TO 25+78.15 Cl.) SCALE: 1n = 40' HORIZONTAL LEQENU: AUB13EMATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB TINCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN �f� 363 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s- CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE W PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. SM. SW -4 & SW -5. otr CONSTRUCT CATCH BASIN TYPE W PER C.O.B. SM. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A* WITH 3.5' OPENINGS PER C.O.B. SM. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNABON; SEC11ON LETTER 2 SHEIJ WME SEC RON IS SHM CONSTRUCTIQN NOIES REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXIS11NG SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND N07IFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. SM. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE I ESS THAN 12". IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHAH BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W UNE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 Know what's below, Call before you dig. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 "ZOA 19+00 20+00 21+00 22+00 (STA. 19+99.52 C.L. TO 25+78.15 C.L.) SCALE: 1" = 40' HORIZONTAL 1 " = 4' VERTICAL p I Alwip, 372 370 368 366 364 362 360 35& 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 'Zf)A 26+00 26+50 CURVE TABLI LINE C Rll-�I A Z LIZ [CA z It imi vjgftg�� [NMI# RGJ-RCF 0 0.127* 11SIVIT-11- RGJ- �'--, RCP 0 0.27% 24' DRAIN �Rmkl 18- DRAIN !4! Li 1* C5 ho 0i !4! # to z W "o 611 I 1I 00 v - it, • 118 i 00 e -ll Ui 00 00 00 Ila Z c z 31: ui n olta to -jII 04 (0 "if Ui a It a I OD 00 it 00 Ld c; > LL + 0 z W -J z z j? < >: >; >* 0 W Z -J I z a -L i .4 L r*% W z z LAJ - It . r = C14 go a to --R " r< 9� LL 00 LL. go m c/) Li < -i M N q- Uj C4 0 Lc) 10 toM <1 W W (n 1: W W U < 0 C4 + * t<-nW W W ©! W W!� .W a- LIJ T 3: :5 W m mwwww < 0 CL W LJ -1 0 W W •O > (L!� WE 05 U OR R �< 1AJ W LAJ -j AJ 0 A ZOW U) _j _j (A WWW _j AJ CID W 0 z < 6 to ml DRAIN lNvERr 180 DRAIN 14VERT 18" DRAIN J INVERT le DRAIN czo W 8`1 SEW --R INSTALL 47.50 LF INSTALL. 80.50 LF OF 24! OF 24" R'3J-RCP 0 INSTALL 51124 LF Of," 180 INSTALL 95.15 LF OF 18 RGJ-RCP 0 R -RCP 0 0. 1% 0.11% - I RGJ-RCP 0 0.12X INS ALL 300.00 LF OF 18" RGJ-RCP 40 0.12% 0.12% (X c 0 C5 Z3:: W to z W z cn zo . n r- W 3r. (n 0 z ..o 0 z co Z 200 LU _3 cq 0 a a r11* 00 00 N Uj -j 0 16 2 2 a Ui 00 00 00 r It OD LU _J10 0 - a a 00 Z(3 I - C4>: Z < >: z z < (3 < >; - z z 4; z z z z < z z z z 0100,000 to to 11q z 10 U) 'to tq U-) tc) try Z 0 00 0c) te) Lo to to z 0) :R to 0) z --z 0 -0 1:) 04 ix C4 C4 of 6 t6 ol W CO * C4 D. + P; a :i* v 'T 't 0 to C.4N 11 UiW Uj W W >: W Uj W if - 0 - >; >: >4 >: 10 < WWW W W 0 • 5 W L i WQ w W Ld 0 d W, W, U) Lj WLAJ W i _j W U) LJf) ( cn W L J 4\ -7 z D M N A DPRO)aMATEnNISHEDz A 8- W kTV- 6* FORCE M AIN a Ir WATER r 1:5- WAItt(- ---INVER1 8 mwm- INVERT r SEWER 20' x 20' x 1' A RIP RAP PAD D50 = 6" IN RTINIERTTINVERT INvER r 18' DRAIN 18w DRAIN-' WIN vc. 1 10 24* DR IN 2e DRAIN < TEMPORARY PRI TE SUMP C'4 v- un 0. z J z 0 (SF I- c4irrr 441 yyq z 04 z W J -zz-9 z Z Z 0 x, 2 Z < lo- < � to cc co C4 v to n 2+M x " �INVERT 8" FUTURE INVER W LL W - -i W <* !� U �- - L W L4 U • -i - SEY ER 8* S U) (A LL LLJ LLJ cn V) W U cn W W U INSTALL 144.67 U' OF 8" PVC, SEWER 0 D.25% INSTALL 141.56 LF OF 8" PVC S1E`WER 0 0.25% 1-z"' 00 9 It (5 . 00 00 z - W LO >: W ZZ 5 CL Uj 0 m �q 'N' OD 0) cm ce + z < o to M to n m POR We > U- cn W W fn W W INSTALL 1 LF OF 8PVC SEWER 0 0.25% 19+00 20+00 21+00 22+00 (STA. 19+99.52 C.L. TO 25+78.15 C.L.) SCALE: 1" = 40' HORIZONTAL 1 " = 4' VERTICAL p I Alwip, 372 370 368 366 364 362 360 35& 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 'Zf)A 26+00 26+50 CURVE TABLI LINE C Rll-�I A Z LIZ [CA z It imi vjgftg�� [NMI# RGJ-RCF 0 0.127* 11SIVIT-11- RGJ- �'--, RCP 0 0.27% LINE TABLE LINE BEARING DISTANCE Li N 1 V2'21" E 110.00' %JVV 364 362 360 358 356 354 52 350 348 346 344 342 114STALL STORM DRAIN PIPE TABLE At) ir nd 4cm 1 " RGJ-RCP RGJ-RCF 0 0.127* 11SIVIT-11- RGJ- �'--, RCP 0 0.27% 24' DRAIN �Rmkl 18- DRAIN !4! Li 1* C5 ho 0i !4! # to z W "o 611 I 1I 00 v - it, • 118 i 00 e -ll Ui 00 00 00 Ila Z c z 31: ui n olta %JVV 364 362 360 358 356 354 52 350 348 346 344 342 114STALL 17,2 jQ LF OF 1- IKICTAI At) ir nd 4cm 1 " RGJ-RCP RGJ-RCF 0 0.127* 11SIVIT-11- RGJ- �'--, RCP 0 0.27% - !4! Li 1* C5 ho 0i !4! W 0 to z W "o 3i: 00 v - it, • 118 i 00 e -ll Ui 00 00 00 Ila Z c z 31: ui n olta to -jII 04 (0 "if Ui a It a I OD 00 it 00 Ld c; > LL + 0 z W -J z z j? < >: >; >* 0 W Z -J I z a -L i .4 L r*% W z z LAJ - It . r = C14 go a to --R " r< 9� LL 00 LL. go m c/) Li < -i M N q- Uj C4 0 Lc) 10 toM < W (n 1: W W U -j < 0 C4 + * t<-nW W W aW W W!� .W a- LIJ T 3: :5 W mwwww < 0 CL W LJ -1 0 W W •O > (L!� WE 05 zow R �< 1AJ W LAJ -j AJ 0 A ZOW U) _j _j (A WWW _j AJ 1 to INVERT 18' DRAIN lNvERr 180 DRAIN 14VERT 18" DRAIN J INVERT le DRAIN 8`1 SEW --R m m m SCALE: 1 0 =4V HORIZONTAL VERTICAL 1W D m = 6 SCALE: 1"=40' HORIZONTAL 1 0 =,V VERTICAL N Ar 4 00 1 " RGJ-RCP 00.277* RGI -RCP 0 0.) 2% !4! Li 1* C5 ho 0i !4! cli c c to z W 0 z W 0 .0 0 1- �r it, • 118 i 00 e -ll Ui 00 00 00 LO 00 v- to -jII LU (0 W •_j z Lai c; > LL -j id z z < r- >: >: >- �>- z z zz cj� ji Uj > Z 0- L L0 0 z - .4 L . Z -J 17ti (10 01. 00 . r = C14 to --R " r< 9� 9� 0 -4 v - CN m W W N00 + A N q- t.LJ 0 >: W W (n 1: W N X < W t<-nW aW W W!� a- LIJ IIIIIIII mwwww 0 W to INVERT 18' DRAIN lNvERr 180 DRAIN 1W D m = 6 SCALE: 1"=40' HORIZONTAL 1 0 =,V VERTICAL N IIIIIIII 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 oat 1 j 4 L. S LOT ® 38 U ] 0 0 I E co 1z -7 00* 0)7 36 1 N m > N < 0:� Z LLJ 40 a 0 jW m _j C3 U) �3 8 39 8 Z c W �1: d LLJ ci "'-3 (f) St C6 06 ci U') x N cel C114 C" Ll 06 06 Ar) 1q 0) 0) S`4 . . I-,> 00000 z 0 c*4 00 00 OD C. M 3: L0 qt < r., r- rl*- !`*� f*,: = z 4 EO + (0 a z S2 <00 r m + + 0 1* v - m + + 3: + + + z im 10 00 + can 0 LLJ LL, < F<- F< - C) I.- C/) cn PIL 3t < < U) LJ F- V) cn U) cn a 0; 0 co 0 f- + + C> co CD 7W 1,,Te:-11TeaAc1V mam4*114 SEE SHEET to I MLLA z z ;R ® 0 cn a 00 W000 0 CD0 L. S LOT to Ui W t-- <WW I lb 0 0 W LLJ W I itl c; z• Ld 6 cn lb Z Uj 4 W C1 d 2 C) W =I.- 0 M 31:0 3 0 Ui m Lq ce 06 m 0 CD W Zomz Lo 5- C5 J ro- 0 Z 0 04 cy! m z r-. fl- LAJ ;0 c -r < 00 :z m COOL > Z ++ cy! r- FE Uj C) co co tr) + + Cie v- T- o6 d Z� C> C> J J 0 to 4: W) 1 C6 -r + < < + z Ui c; cs �- �- (3 �<; 14- ul F= < oo < + + to co It cn >: PA U) ++ L L- 7 co W co r-, + u) in En Uj z Imc 12+00 01*02'21*E 13+00 239.42' S1 W r WATER PA Ui L® LOT z - 2:i 00 ;z "v- ce. r-- oc 41 tc;> 6-< 00 -N VUZZ1 L t5/.ZU-1 8' DRAIN 97.20! HIGHBURY STREET (PRIVATE STREET) (STA. 10+00.00 C.L. TO 16+58.58 C.L.) SCALE: 1" = 40' HORIZONTAL 4. Oz C3 8; WA 7r�- U4 ml Sw EBRINGTON DRIVE c ,EE �1EET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 500.00' 144.36 72.68' 16*32'27* C2 300.00' 169.07" 86.85' 3217'25" C3 500.00' 62.35' 31.22" 7*08'43! C4 500.00' 65.96' 33.03, 713'29 STA. 16+58.58 C.L. HIGHBURY STREET CL 5.03RT.= STA. 17+79.39 C.L. EBRINGTON DRIVE CL 1&42LT. 12" SEWER WILL BE PRIVATE BUT WILL HAVE COURTESY INSPECTION BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBLIC AT A LATER DATE. 12+00 13+00 10+00.00 C.L. TO 16+58.58 C.L.) 40' HORIZONTAL 1 " = 4' VER11CAL m 330 17+00 17+25 ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN TtQ,M• 22 .�31. 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE *A* PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "Am PER C.O.B. SM. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE *9 PER C.O.B. STD. D-14. IES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Q1 2 2: OUSTRUCTION NOTES (D REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12. . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS 11EING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 Know what's below. Cal I before you dig. -j ca 3: < tr IIIIIIIIII :cl D z 0 OR I m 0 < m < m INSTALL, 77.20 LF OF 12* PVC INSTAI 16&10 OF 8* PM*,' SE W -R 0 0.25% INSTALL 222.80 LF OF 8' PVC SEWER 0 O. 5% SEWER*** 0 0.15%$ INSTALL 177.12 LF 01' 12" PVC WER*** 0 0.15% Uj z 0 cn z cn W z 3.1 (n z 0 Z 04 co cm to r *c� a St 00 OD (0 0 Z z 0 z 5 Z Ui zz W ftz5 zzz z z W-1 zzz •CID -.1 0 0 000. . • i 0 0 Z c 04 04 z W r -j W U to r- N fr) X Z c Qu ou 00 Z to 4N '.N 00 r- 10 + <Nr < <6 c6 c6 (6 < (66 < It 6 L6 0 0) j -J > > W W WWW U w U.1 U) W WW's Diu) W W W W W cn (A -.1 -.1 WW (A -j W W W 4 -- Ilk 4- APPROXIMATE • GR kDE 0 CEN TE RLINE -f-�-8-1 ATER Ir WATER 8" WATER 0, ......... ft� ...... ................... . . ............ 0 4.r CLEAR A 4CE INVERT 8" J NVERT 12" SEWER ...... 'o I�VERT 8" SENM J Ih VERT 12- S�WER A.............. DRAIN INVERT 18 IN 80 DRATMT: c*4 et 04 z z W z cn LU 14j Z to z ch to U") 00 to W .9 a -j 00 00 OD 0 a a OD 00 a a r 2 OD •00 OD a t6 to I n 5 A U4 Ui Go <•> < > C3 > > >; d W J z z z zz Z Z Z (,6 W, -4 Z(® C3 5 z z b) 0) (3) 00 OD OD z 11 IV_ 00 0 b -0 04 OD c-4 Z v- LL. ia W 06- tc) 0 Ex 04 04 04 v q* 04 n* 0 pr) __j LL: co + W to !ft CL OD 9 U.) MMM44 K) n K) K) Re) to -J V) 2: < W *OD t0 M ce > x 5 1 44 F- w NSTALL 97.20 LF OF tr F (n W W WWGJWKn �F z W RGJ-RCF1 0 INSTALL 154.75 LF OF 1 RGJ-RCP 00.12% INSTALL 29.60 LF 18" RGJ2;`P 0 1.00% 12" SEWER WILL BE PRIVATE BUT WILL HAVE COURTESY INSPECTION BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBLIC AT A LATER DATE. 12+00 13+00 10+00.00 C.L. TO 16+58.58 C.L.) 40' HORIZONTAL 1 " = 4' VER11CAL m 330 17+00 17+25 ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN TtQ,M• 22 .�31. 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE *A* PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "Am PER C.O.B. SM. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE *9 PER C.O.B. STD. D-14. IES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Q1 2 2: OUSTRUCTION NOTES (D REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12. . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS 11EING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 Know what's below. Cal I before you dig. IIIIIIIIII t-% u IN I T NOT -...A PART 36 rn® ®r ui IIe6 6-jw I -i < z C.5 m UJ 24 A C3 w T? L.S LOT 364 362 360 358 356 354 352 350 348 346 344 342 340 338 Xis to iii HIGHBURY STREET SWMFIEW WAY SEE SHEET 7 SEE RIGHT PA 0 32 (PRIVATE STREET) (STA. 15+17.3919+85.51 Cl SCALE: 1" = 40' HORIZONTAL I CURVE TABLE F•- 01 AN000"A'GE Z s I- D D A130REVIADQN5 I EASDP PER CAB 360 C6 . OW216174204 DOC # 35 to: 358 + + u") 34 356 FL ELEV. 352.43! MH MANHOLE EXIST EXISTING BTM ELEV. 351.00 354 cn JB JUNCTION BOX R/W RIGHT OF WAY 6 REQUIRED VOLUME: 0.04 AC -FT 352 SCP STREET CONSTRUCTION PLAN 364 362 360 358 356 354 352 350 348 346 344 342 340 338 Xis to iii HIGHBURY STREET SWMFIEW WAY SEE SHEET 7 SEE RIGHT PA 0 32 (PRIVATE STREET) (STA. 15+17.3919+85.51 Cl SCALE: 1" = 40' HORIZONTAL I CURVE TABLE F•- LEQENQL 362 Z s I- D D A130REVIADQN5 360 CL CENTERUNE SMH SEWER MANHOLE 358 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 356 FL ELEV. 352.43! MH MANHOLE EXIST EXISTING BTM ELEV. 351.00 354 C13 CATCH BASIN ELEV ELEVATION 364 362 360 358 356 354 352 350 348 346 344 342 340 338 Xis to iii HIGHBURY STREET SWMFIEW WAY SEE SHEET 7 SEE RIGHT PA 0 32 (PRIVATE STREET) (STA. 15+17.3919+85.51 Cl SCALE: 1" = 40' HORIZONTAL I TEMPORARY SUMP VOLUME REQUIRED: 0.04 AC -FT so VOLUME PROVIDED: 0.04 AC -FT 16+00 17+00 18+00 19+00 (STA. 15+17.39 C.L. TO 19+85.51 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL HARBOSEEROUGH sENEGH�TDRIVE DRIVE EBR EFT 3 0-01 ool u T ol 0 0 d 0 0 OD 0 Q ui ir 0. ix dw Ack t6 0: tf) w 0 jw c; z w 0 U) z (30) Cl 0 in zf. w 9 oz 0 omoo w T -4 (b 0 C4 N m c z mi lei 04 C-4 FUTURE * z <00 rn Z") ++ z "i < to co 00 < co co RECREATION M + + cn m + + cn3 00 %- ce 0: v- FACILITY J oz W L 1 0 V) cn W 0 U) U) L.S LOT cn cn Lo t�'cs ui PA So + + cz04 M � 0�0 Ir WATER f . m m m 'L.0 c> vo 0 cn cn s N1*02*21*E 180.07' co Ir SEWER 4) i2te N1'02'21 "E 180.06' 8' SEWER I I T + N01'02'21 *E 354.23 PA Lo -col to Ole 28 PA C4 tot I M re) te) I oq r-: jf 1* to 06 11w f cs g + + + + N + + 26 24 21 V_ 23 27 25 611e; Eli; cnU) 22 364 362 360 0 0 :" 358 ---m 356 354 352 350 348 ir 346 L6 344 0 342 1- C) 340 338 336 9+50 10+00 My 1 C'4 364 F•- LEQENQL 362 Z s I- D D A130REVIADQN5 360 CL CENTERUNE SMH SEWER MANHOLE 358 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 356 FL ELEV. 352.43! MH MANHOLE EXIST EXISTING BTM ELEV. 351.00 354 C13 CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY 6 REQUIRED VOLUME: 0.04 AC -FT 352 SCP STREET CONSTRUCTION PLAN AREA: 0.69 AC AND C=0.40 350 VOLUME REQUIRED:0.15 X E(CXA) = 0.04 AC -FT .0. M. 363.22 TOP OF MANHOLE/Top OF CLEANOUT ELEVATION 348 VOLUME PROVIDED: (12K2:1) X 1.5' 0.04 AC -FT 346 s --CONSTRUCT SEWER PER CITY STANDARDS 27 X 1613.33 344 CONSTRUCT SEWER MANHOLE 342 TYPE *A" PER C.O.B. SID. SW -4 AND SW -5. rA\ TEMPORARY SUMP DETAIL 340 SCALE® 1 " =1 0, 338 PER C.O.B. SM. SW -6. 336 20+00 20+25 TEMPORARY SUMP VOLUME REQUIRED: 0.04 AC -FT so VOLUME PROVIDED: 0.04 AC -FT 16+00 17+00 18+00 19+00 (STA. 15+17.39 C.L. TO 19+85.51 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL HARBOSEEROUGH sENEGH�TDRIVE DRIVE EBR EFT 3 0-01 ool u T ol 0 0 d 0 0 OD 0 Q ui ir 0. ix dw Ack t6 0: tf) w 0 jw c; z w 0 U) z (30) Cl 0 in zf. w 9 oz 0 omoo w T -4 (b 0 C4 N m c z mi lei 04 C-4 FUTURE * z <00 rn Z") ++ z "i < to co 00 < co co RECREATION M + + cn m + + cn3 00 %- ce 0: v- FACILITY J oz W L 1 0 V) cn W 0 U) U) L.S LOT cn cn Lo t�'cs ui PA So + + cz04 M � 0�0 Ir WATER f . m m m 'L.0 c> vo 0 cn cn s N1*02*21*E 180.07' co Ir SEWER 4) i2te N1'02'21 "E 180.06' 8' SEWER I I T + N01'02'21 *E 354.23 PA Lo -col to Ole 28 PA C4 tot I M re) te) I oq r-: jf 1* to 06 11w f cs g + + + + N + + 26 24 21 V_ 23 27 25 611e; Eli; cnU) 22 364 362 360 0 0 :" 358 ---m 356 354 352 350 348 ir 346 L6 344 0 342 1- C) 340 338 336 9+50 10+00 My 1 C'4 F•- LEQENQL ±4S Z s I- D D A130REVIADQN5 CL CENTERUNE SMH SEWER MANHOLE INV INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE FL ELEV-352.1� FL ELEV. 352.43! MH MANHOLE EXIST EXISTING BTM ELEV. 351.00 C13 CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY 6 REQUIRED VOLUME: 0.04 AC -FT SCP STREET CONSTRUCTION PLAN AREA: 0.69 AC AND C=0.40 VOLUME REQUIRED:0.15 X E(CXA) = 0.04 AC -FT .0. M. 363.22 TOP OF MANHOLE/Top OF CLEANOUT ELEVATION PROVIDED VOLUME: 0.04 AC -FT VOLUME PROVIDED: (12K2:1) X 1.5' 0.04 AC -FT s --CONSTRUCT SEWER PER CITY STANDARDS 27 X 1613.33 CONSTRUCT SEWER MANHOLE w TYPE *A" PER C.O.B. SID. SW -4 AND SW -5. rA\ TEMPORARY SUMP DETAIL SCALE® 1 " =1 0, 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. 0 zi Z ce. WI z w ek Cl% n ZO Z :2 A 4� APPRO (IMATE FINIS11 ED D GRAD 0 (ENTER I NE A. 107 at* A ol m IN ART Ir SEVER _j r cn z J IV cn z ROXIMj kTE nNISHED 000 cn z Coco a co GRADE 0 CENTERLINE 0000 TEMPORARY AGI �_SIW7 zz z z SEE BELOW - zz 0-- w. _J zz - - tl HP 000 0 Z W 00 n Pr) .................... 00 X: z oi 0) co ......... . ................ lqt qt + INVERT 6' SEWER w w INVERT 6 SEWER cr w o INVERT i- SEWER W n K) 0) �:: w z ul) w z w (n z INS ALL 180.07 LF OF 8" VC SEWER 0 Z WE Lu Lu 114STALL 180.06 co PVC SEWER 0 0.251 z w 0 z cu co 00 z -4 0 . - . > > > z D z w - z g D z D w z z o C41- _j 0 006 z 014 Co Z r -Z 0 tr) z < 16 c� Z W 0) (o Z 0i 00 00 Ll (D + QLA • < W + -.: rZ r -Z 4t Nr -it 0 cri + 0 to 06 + p- m + It lqt co If) 14) n r%. OD n K) w . >: W`` Ai LLJW IJ6. �::� Ai w>Aj 3: w W Lq W_j U) -i Ai INSTALL 100.00 LF OF 6* PVC U) -i -j _j u W w w cn cn -i Ai w -i En cn w INSTALL 94.88 LF OF 6" PVC (n cn w w 13EM 0 1.00% INSTALL 124.78 LF OF 6" PVC SEWER 0 1.00% SEWER 0 1.=0 TEMPORARY SUMP VOLUME REQUIRED: 0.04 AC -FT so VOLUME PROVIDED: 0.04 AC -FT 16+00 17+00 18+00 19+00 (STA. 15+17.39 C.L. TO 19+85.51 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL HARBOSEEROUGH sENEGH�TDRIVE DRIVE EBR EFT 3 0-01 ool u T ol 0 0 d 0 0 OD 0 Q ui ir 0. ix dw Ack t6 0: tf) w 0 jw c; z w 0 U) z (30) Cl 0 in zf. w 9 oz 0 omoo w T -4 (b 0 C4 N m c z mi lei 04 C-4 FUTURE * z <00 rn Z") ++ z "i < to co 00 < co co RECREATION M + + cn m + + cn3 00 %- ce 0: v- FACILITY J oz W L 1 0 V) cn W 0 U) U) L.S LOT cn cn Lo t�'cs ui PA So + + cz04 M � 0�0 Ir WATER f . m m m 'L.0 c> vo 0 cn cn s N1*02*21*E 180.07' co Ir SEWER 4) i2te N1'02'21 "E 180.06' 8' SEWER I I T + N01'02'21 *E 354.23 PA Lo -col to Ole 28 PA C4 tot I M re) te) I oq r-: jf 1* to 06 11w f cs g + + + + N + + 26 24 21 V_ 23 27 25 611e; Eli; cnU) 22 364 362 360 0 0 :" 358 ---m 356 354 352 350 348 ir 346 L6 344 0 342 1- C) 340 338 336 9+50 10+00 SWANFIELD WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 13+63.29 SCALE: 1" = 40' HORIZONTAL My 1 C'4 F•- LEQENQL ±4S Z s I- D D A130REVIADQN5 CL CENTERUNE SMH SEWER MANHOLE INV INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE FL ELEV-352.1� FL ELEV. 352.43! MH MANHOLE EXIST EXISTING BTM ELEV. 351.00 C13 CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY 6 REQUIRED VOLUME: 0.04 AC -FT SCP STREET CONSTRUCTION PLAN AREA: 0.69 AC AND C=0.40 VOLUME REQUIRED:0.15 X E(CXA) = 0.04 AC -FT .0. M. 363.22 TOP OF MANHOLE/Top OF CLEANOUT ELEVATION PROVIDED VOLUME: 0.04 AC -FT VOLUME PROVIDED: (12K2:1) X 1.5' 0.04 AC -FT s --CONSTRUCT SEWER PER CITY STANDARDS 27 X 1613.33 CONSTRUCT SEWER MANHOLE TYPE *A" PER C.O.B. SID. SW -4 AND SW -5. rA\ TEMPORARY SUMP DETAIL SCALE® 1 " =1 0, 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. SWANFIELD WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 13+63.29 SCALE: 1" = 40' HORIZONTAL 11+00 12+00 (STA. 10+00.00 C.L. TO 13+63.29 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4! VERTICAL D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A7 PER C.O.B. STD. SW -4 & SW -5. otr CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. MgN 0MGNATION: SECTION LETTER 2 %UT WIiERE SECTION IS SHOW CONSTRUCTION N <D REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCA11ONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 %jolt 362 360 358 356 354 352 350 348 346 344 342 340 338 lz C %j 14+00 14+25 w 0 zi Z ce. WI w ek n ZO 4� APPRO (IMATE FINIS11 ED GRAD 0 (ENTER I NE IN ART Ir SEVER _j cn z IV cn z VERT 8r §.XR 000 cn z Coco a co 0000 zz z z w _j - zz w. _J zz - - tl HP 000 0 Z W 00 n Pr) 00 X: z oi 0) co It lqt qt + + �: q: w w cr w W n K) w w L U Luui INS ALL 180.07 LF OF 8" VC SEWER 0 0.25% WE Lu Lu 114STALL 180.06 LF OF PVC SEWER 0 0.251 cn w w 11+00 12+00 (STA. 10+00.00 C.L. TO 13+63.29 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4! VERTICAL D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A7 PER C.O.B. STD. SW -4 & SW -5. otr CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. MgN 0MGNATION: SECTION LETTER 2 %UT WIiERE SECTION IS SHOW CONSTRUCTION N <D REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCA11ONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "'I" ON SHEET 5 %jolt 362 360 358 356 354 352 350 348 346 344 342 340 338 lz C %j 14+00 14+25 7R 73(7(7 7fZAC7 72J9 � o U IN I U 1 T I 8 c; 13 0 .0� w- 00 (AW Uj at SEWER MANHOLE NO. 3 STA. 16+94.61 C.L. EBRINGTON DRIVE 5.76 LT. i� 0- _j U-2) (A d 0< 'm J I STA. 10+00.00 C.L. SEWER Ck d >: j - z Z PA d < a: M cj r! 6 Z v- 14 j2 00 Vs It \ CZ '**SEE, NOTE R-------------- I --- I ------ =12 - -169 SEWER - ---------- -- 04 C) L�m282.72 - a - S32,'03'55** 12" SEJER 118,92" A=13. *0 s P4 ------------- --- -- --------- -- --- -- 20! PROPOSED PRIVA PA 0 b5c SEWER EASEMENT TO HOA EBRINGTONDRIVE 15 DOCUMENT BY SEPARATE SEE SHEE0 INSTRUMENT tviu 1W LiAb UNE tAZ*_MtN1 A - 1b 50' 1 00 ce TRJ�l o- zo, PA SEWER STUB AND PLUG an OR to SrX 12+80.69, t.0 9EMR, 89.54RT. + ELEV. 345.5-f INV. 8" N (D 0) cr W� LLJ V) Uj 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 71 A rm /SEWER MANHOLE 20+60.02PEMEB-31 TA. 14+55.96 SEWER Xtlt 6 SEWER PIPE TABLE C2 m CM4 S 56*45'26' E S 5615*09* E APPROXIMATE GROUND FINISHED MACT 7299 11���- N 2O*4VO6* W 1kol; I 8719'01" W 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 71 A rm /SEWER MANHOLE 20+60.02PEMEB-31 TA. 14+55.96 SEWER Xtlt 6 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+66.09) SCALE: 1" = 40' HORIZONTAL 1" = 4" VERTICAL LEMID; AfJOREMA1105 CL CENTERLINE SMH SEWER MANHOLE INV INVERT PO SEWER CLEANOUT SD STORM DRAIN ��L MH STORM DRAIN MANHOLE MH MANHOLE x EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN To 22- Tim M. TOP OF MANHOLE/TOP OF CLEMOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE *A* PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE *A` PER C.O.B. SM. CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D-14. -40TES 1) ALL CATCH BASINS ARE TO BE TYPE WITH 3.5' OPENINGS PER C.O.B. SM. D-14 UNLESS OTHERWISE NOTED. 2) AIJ_ PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. # CALL 811 2'" DAYS PRIOR TO ANY CONSTRUCTION NEAR GAS UNE. SEWER WILL BE PRIVATE BUT WILL HAVE COURTESY INSPECTION BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBUC IN THE FUTURE m 362 356 360 354 358 352 356 350 354 348 352 346 350 344 348 342 346 340 344 338 342 336 340 334 CONSTRUCTION NQIES REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCA11ON AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDI F PER C.O.B. SM. D-9 AT LOCATIONS.OF CROSSING PIPES WITH CLEARANCE LESS THAN 12 . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS 11EING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "1" ON SHEET 5 80 GROUND TRACT 7299 31 EXISTING 34!' PG&E H.P. GASLINE & F mm mm�mm�mm�mm� 9 SC CALE: 1 "=10' HORIZONTAL 1 =11' VERTICAL C2 m CM4 �!j APPROXIMATE GROUND FINISHED MACT 7299 W1 INVERT 8T** • < K C) 04 Z cn (A W cn 0 loo 20D ziz z;zz o:: ca z zc� 00 q z M, Coto t6 04 n m ml cc 8 OV + C4 n (n (r, i W -j W JWLU W co I STALL 8914 LF OF 8" m 0 INSTALL 10.00 LF OF 8' FVC m _0.257. SEWER 0 -0.25% m W Q C.> W1 ccl LLJ CL el L APPROXIMATE FINISHED GR ND TRACT 7299 APPROXIMATE FINI, NED tor GR O JND TRACT _j 7300 80 WATER *3" CLEARANC E 6amm... INVERT 12 " SEWER 2* T 12" INVERT 120 SEWER LLJ 3:: W 3t: SEWER Z (A W le) z W C*4 OD W 3; W U) z z C4 C,4 it 00 cm a 00 IN 11�q a W cn a a r 04 04 >; z z 2 z 1 C3 99z FUTURE o. z0(n 00 00 0 00 34-7 PG&E H.P. GA NE 7e DRAIN- d >>>>%'$ -= o .008 0 in **SEE 40TE cb CD 0) V_ 0 z z z-- Ck W z -Z _j - 0 Uig; W5 I.: 0 44�6 + z cj 0) -cj -0) z rnn rn 4 4 to 4 * . . m vi* + I >: -,; > W W >; Lq!� LL P7) te) R) R) Vj L0 + re) 0 pr) ia _5 I _j J W W Ll W V) W W G: uj;� v- tn (n Uj (nu) W W W INS LL 118.92 F OF le IN-,-) TALL 12* PVC 5*331 tLff:F SEWER*** 0 NSTALL 10. )0 LF OF INSTALL 282.72 LF OF 12* PVC SEWER*** 0 0.15% PVC SEWER*** 4 0 -0.15% -0.15% PVC SEWEF 0 -0.25X 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 14+66.09) SCALE: 1" = 40' HORIZONTAL 1" = 4" VERTICAL LEMID; AfJOREMA1105 CL CENTERLINE SMH SEWER MANHOLE INV INVERT PO SEWER CLEANOUT SD STORM DRAIN ��L MH STORM DRAIN MANHOLE MH MANHOLE x EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN To 22- Tim M. TOP OF MANHOLE/TOP OF CLEMOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE *A* PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. D CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE *A` PER C.O.B. SM. CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D-14. -40TES 1) ALL CATCH BASINS ARE TO BE TYPE WITH 3.5' OPENINGS PER C.O.B. SM. D-14 UNLESS OTHERWISE NOTED. 2) AIJ_ PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. # CALL 811 2'" DAYS PRIOR TO ANY CONSTRUCTION NEAR GAS UNE. SEWER WILL BE PRIVATE BUT WILL HAVE COURTESY INSPECTION BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBUC IN THE FUTURE m 362 356 360 354 358 352 356 350 354 348 352 346 350 344 348 342 346 340 344 338 342 336 340 334 CONSTRUCTION NQIES REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCA11ON AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDI F PER C.O.B. SM. D-9 AT LOCATIONS.OF CROSSING PIPES WITH CLEARANCE LESS THAN 12 . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENTIFICATION TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS 11EING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRAVITY SEWER PER DETAIL "1" ON SHEET 5 80 GROUND TRACT 7299 31 EXISTING 34!' PG&E H.P. GASLINE & F mm mm�mm�mm�mm� 9 SC CALE: 1 "=10' HORIZONTAL 1 =11' VERTICAL G mm mm�mm�mmmvmmmm� 9 SCALE: 1 "=40' HORIZONTAL 1 to =4' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 Know what'sbelow. Call before you dig. 91 I APPROXIMATE GROUND FINISHED MACT 7299 INVERT 8T** • i W z 3: LU 4 C) 04 Z cn W cn 0 loo 20D z;zz o:: ca z zc� 00 q z M, Coto t6 04 n m cc OV + C4 n (n (r, i W -j W JWLU co I STALL 8914 LF OF 8" PVC SEWER 0 INSTALL 10.00 LF OF 8' FVC _0.257. SEWER 0 -0.25% G mm mm�mm�mmmvmmmm� 9 SCALE: 1 "=40' HORIZONTAL 1 to =4' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 Know what'sbelow. Call before you dig. 91 I pr) 04 cr_iM io 00 OF 18m RGJ-RCP 0 INSTALL. + Pr) to 04 0- 19,010 W` .1 N 5*52'03 w <wm U-1 m U) N 77*54!37* W 04 al.a. im U 17+00 + 141 J r llz� c; z 0 %)/V 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 Know what's be I ow. 332 Call before you dig. 19+75 20+00 1 EGEND29 ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEMOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN _0 22 -noN 36,11-,- TOP OF MMHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCTS PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. SW -6. rRcrr2 9 9 21 -7 F N I I 0 0 0 C4 IV z C4 I _j La z OD 14, _j 0 1 0 cn (A W to U: C) Ui 24 co _j c P.�7 28 QJ9 If t3- 04 1-: cri ¢ 0 r_ 1`13 r- rte.CF) K) cri m Or r_ 0) 0) Mcc _j -.1 00 06 cd C4 z 4N C-4 z r, WW 25 < c _J00 00 % 4 rx Go cq m + + 0++ V) 23 (0 C14 cr- 9 04 Ut to to �!m t, r- cy; I C4 W N C4 cq HIGHGATE GREENS DRIVE V_ N N + NOT A PART C3 \ 1* 1 z -q B! 22 W W� �� m C) Oq 04 WW I- - C14 W(n (t) r - to 0 U) + _j A) C?Z z * CNI CNI co n n 21m CINS CIS! LO _j + 04 -00 cr_ 0 to C3 fl -4 �! .4 --i 9 04 W I— F- S89*46'55"E _S 185.00' 4 cn cn cn S co C4 +179 04 127*010 474 PA Al 941PR_ -2�74S- S89*46"55"E 277.+V t %- Was 'LA .0" ­_ L4 - LU .- I 34: C4 SIT '001 Z W cc 11 to- C3 to it) + FUTURE DRAINAGE EASEMENT X I rol 18* DRAIN CINS 00 co P7 _N_Vq9'04`W` DOC, 0215030221 CURB 374.68 -W cn _j cj cq C S1 '05'OeE 52.23' P6 - ----- r- 0-!E A 08, 9 ____1 I, cr- I EXISTING Mm DRAIN cs a :r - - + Z02 cn cq r- z m++ cp 00 -.4or -P, 00 C,4 CIS W 5 P6 z Uj �w < < FUTURE 8! WA R SWING 8" WATER i2 (n V) (n 436 46 C4 z 4 + ct 11 N C*4 ISLA Itp >: LU LLI 62 (3 m 8 z ul o. 0:: Ed V) 0 .i <' 11 CL 0) ,,n W LL: 0) 04 t; i7i T -i 12* SEWER U: Uj C141 Z11 SHE 9 PA U7 to ca cq FUTURE�� m FUTURE 8 CURB V&R Pi C3 co + C1 + ce % 4 to 1: 04 P 04 o uk 4j cp OFFSITE SEWER SEE SHEET 9 N x 0 I -or EXISTING OUILET STRUCTURE OUTLET STRUCTURE NO. 2 c� 2 STA. 26+74.77 C.L. 98.25 RT + cn STA. 25+38.95 C.L 101.21 RT. 6 rcn C-4 L6a XISTING + cl) m 04 SUMP 04 _00 i r- 00 cn AL 'FFSITE NNIS C4 111% v 4 Aff M �b E L h� mp'A Z'"i"S A ff Am '" ENO mh + (PRIVATE STREET) V_ (STA. 10+00.00 C.L. TO 16+63.29 C.L.) cn SCALE: 1" = 40' HORIZONTAL Ki! 0 D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. SM. SW -4 & SW -5. otr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. SM. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SEC119N W39NABON: SECTION LETTER IL 2 MEET WEX SEC11ON IS SHOWN 23+00 24+00 25+00 (STA. 10+00.00 C.L. TO 16+63.29 C.L.) 40 HORIZONTAL CO N S TR U -CTI -W. N 0 TIES 1 " = 4' VERTICAL REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDI F PER C.O.B. STD. D-9 AT LOCATIONS"OF CROSSING PIPES NTH CLEARANCE LESS THAN 12 . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENIIFlCA11ON TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRA\ATY SEWER PER DETAIL "'I" ON SHEET 5 26+00 27+00 SEWER WILL BE PRIVATE BUT WILL HAVE COURTESY INSPEC71ON BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBLIC IN THE FUTURE CURVE TABLE 4 -37'44" 9 370 368 366 364 362 360 358 356. 354 352 350 348 346 344 342 340 338 336 334 332 28+00 INSTALL 44.42 LF SEWER PIPE TABLE OF 18m RGJ-RCP 0 INSTALL. 84.10 LF F W RGJ-RCP 0 19,010 W` 0 N 5*52'03 w Kill N 77*54!37* W 04 0) v- EYISTING W DRAIN llz� c; z 0 00 >: tocs MyOD 0) Uj _j 0 4m OCI 00 z z U.1 _j W z 'r > z rry CL 1W Z' 14.1 . m 10F c+ to 0 it) 't,4 0•1-10 C, OR 0) 0 Uj U_ LAJ T7 0- z W LAJ 41 _LAJ j V) C14 to t1r) a to cr_ LIL W to }Lj > LLI r- 0 LAj _j W APPROXIMATE 7-� ---flNISHI D --T GR AI 1E TRACT 70. 19 VOLUME F ROVIDED: 1 76 AC -FT. CLEARANCE VOLUME QUIRED- 1 1 AO. -1D0--4:F­­W D.W.L 348.3 INVERT W DRAIN NSTAI 1 r PVC SEWER*** SUP BTM. INVERT W DRAIN' El F t=338.30 .,ONSTRUCT PER CITY OF J U )AKERSFIELD STANDARDS 0 0.25% INSTALL 279.817 LF OF 12" PVC SEWER*** 0 -0.15% _NSTAL1_ 179.38 LF OF PVC SEWER*** 0 -0.15% INSTALL 185.00 LF OF Ir PVC SEWER***@ 0.15% _j d! z LJ 04 to 04 a R q,4 C'4 to C-4 C14 0 3t • Uj zz_j z o. in •>: OD Uj >; J 0 Z C.4 W _j 2: z ­ - C4 W _j - z J f 0 , 14�= z r C) - - -- . 04 Cb 04 0) 0 W) 00 10) m ZZ to :2 CO + 0 2 + 206 + 0 W cif LLJ c*4 crJ M M te) 04 in C4 "i + 4 eI W r - W c/) GJ I J GJ FAJ _j _j _j U) W W W W LU cn I<_ W -i cf) W W U) V) W- _j W 0 < W W J Uj L, _j mc WW -IF- V_ 40 N APPROXIMj JUTURE FINISHED GRZET D I go WATER _AvCENTm . . 7 ........... ..............• N 12' SEWER NVERT 14VERT INT12" SEWER INVERT 18" DRAIN I VERT 12" S WEIR INVERT E KISUNG 127 SEWER INVERT W C4 2e DRAIN °°0 n; I Ilk# INVERT EASNG W cn Uj z cn m kn 0 Ile fill EXIS NG 0 R W V) 36' D RAIN Pr- P_ 1"� z Jt! a W a; r r r a _j 3: z >: 00 36" DRAIN CD '0 in 04 00 em CO '14. 0 0D 00 0 -4 a W W z to Z z CIS _j > z z z >; m > W W Z CO pe) 0: a a z W 04 U. >: 12 z W U? =.is -3 E) (STING - CL + 00 cq INSTALL 'q. + 1N TALL 0 w n �; V < ch to 5 to IF OF cn _ v- vt 1* >-.39.90 LF OF 6 -% 04 3&4) W LF OF, :2 W W >: 0+9 10 36" z <. U4 iA- ,I: Ise n 1.1.1 15, pt W z c*4 R( J-RCR P RGJ_RCP 0 --cf! _j W (A W U1 RGJ-RCP uJ u- :n z 0 W 0 x -c4 _j 0 W _j _j 0.15% U) W 1.11 INSTALL 476.46 LF OF 24" RGJ-RCP 0 0.12% .00.13% wrnw 0.12% �j Uj W LU Ki! 0 D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. SM. SW -4 & SW -5. otr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. SM. D-14. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SEC119N W39NABON: SECTION LETTER IL 2 MEET WEX SEC11ON IS SHOWN 23+00 24+00 25+00 (STA. 10+00.00 C.L. TO 16+63.29 C.L.) 40 HORIZONTAL CO N S TR U -CTI -W. N 0 TIES 1 " = 4' VERTICAL REMOVE CAP & CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER AND STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONSTRUCT PIPE SADDI F PER C.O.B. STD. D-9 AT LOCATIONS"OF CROSSING PIPES NTH CLEARANCE LESS THAN 12 . IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACE ALONG TOP OF ENTIRE CURVED SEWER MAINS. IDENIIFlCA11ON TAPE SHALL ALSO BE PLACE ON TOP OF SEWER LATERALS TIEING INTO CURVED SEWER MAINS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO R/W LINE. CONSTRUCT TRANSITION MANHOLE FROM FORCE MAIN TO GRA\ATY SEWER PER DETAIL "'I" ON SHEET 5 26+00 27+00 SEWER WILL BE PRIVATE BUT WILL HAVE COURTESY INSPEC71ON BY CITY OF BAKERSFIELD INCASE IT BECOMES PUBLIC IN THE FUTURE CURVE TABLE 4 -37'44" 9 370 368 366 364 362 360 358 356. 354 352 350 348 346 344 342 340 338 336 334 332 28+00 INSTALL 44.42 LF SEWER PIPE TABLE OF 18m RGJ-RCP 0 INSTALL. 84.10 LF F W RGJ-RCP 0 19,010 W` 0 N 5*52'03 w Kill N 77*54!37* W 04 0) v- EYISTING W DRAIN 00) V_ c; z 0 00 >: tocs MyOD 0) Uj _j 0 4m OCI 00 z z U.1 _j W z 'r > z rry CL 0; %..0 C1 W_j Ir- Z' 14.1 . m 10F c+ to 0 it) 't,4 0•1-10 C, OR 0) 0 Uj U_ LAJ T7 0- z W LAJ 41 _LAJ j V) C14 to t1r) a to cr_ LIL W to }Lj > LLI r- 0 LAj _j W APPROXIMATE 7-� ---flNISHI D --T GR AI 1E TRACT 70. 19 VOLUME F ROVIDED: 1 76 AC -FT. CLEARANCE VOLUME QUIRED- 1 37 AC -FT. D.W.L 348.3 INVERT W DRAIN SUP BTM. INVERT W DRAIN' El F t=338.30 .,ONSTRUCT PER CITY OF J U )AKERSFIELD STANDARDS D-11, D --1Z & D-13 m m m m m m m SCALE: 1 =4V HORIZONTAL 1*_40 VER11CAL STORM DRAIN PIPE TABLE SEWER PIPE TABLE IN 12 DISTANCE N 59*25'41* E 19,010 W` 0 N 5*52'03 w Kill N 77*54!37* W N 21 *43'24* W _ -- ---- ------ EYISTING W DRAIN STORM DRAIN PIPE TABLE 14*0 I -Wiz N 59*25'41* E 0 N 5*52'03 w Kill N 77*54!37* W EYISTING W DRAIN C>c, C4 ss Z r TEMPORARY 6' CHAIN LINK FENCE PER C.O.B. STD. D-10 265.00' N01*02'21"E 231.00' RIP RAIDlb 10.00'. ' TEMPORARY SUMP 20.00 (PRIVATE) SEE BELOW C3 Ak C14 to 24" DRAIN N01002'21*E 231.00' SEE SHEET 6 TEMPTEMPORARY 6' CHAIN UNK FENCE UNAM TSUMP DETAIL (PRIVATE SUMP) PER C.O.B. STD. D-10 SCALE: t" = 20$ ............................... Z)Umr ov I I vm = Z*ZA14 /0' A IIIIIIIIIII m m4own m m m mmmma SCALE: 1 ��ffCXA) (SEE DRAINAGE STUDY FOR AREAS) REQUIRED VOLUME 0.15 X Z(CXA) = 1.55 AC -F] LOWEST INLET F.L. ELEV. = 350.04' TOP OF SUMP AT F.L. = 350.24' AREA TOP A TEMP SUMP: c C X A AREA 1 �.62 0.40 2.65 AREA- 2-. 1.65 0.39 0.64 AREA 3: 3.51 0.53 1 AREA 4-0 2.57 0.42 1.08. AREA 5-. 5.11 0.56 2.86 AREA 6: is 0.40 0.35 AREA 7-. 0.60 0.54 0.32 AREA 8: 1.52 0.40 0.61 ��ffCXA) (SEE DRAINAGE STUDY FOR AREAS) REQUIRED VOLUME 0.15 X Z(CXA) = 1.55 AC -F] LOWEST INLET F.L. ELEV. = 350.04' TOP OF SUMP AT F.L. = 350.24' AREA TOP 0.15 AC AREA MID 0.24 AC AREA BTM 0.33 AC PROVIDED VOLUME X 4XO.24)+0.33) X 7 s := 1.68 AC -FT m TEMPORARY 6' CHAIN LINK FENCE --�PER C.O.B. STD. D-10 ININNUA MMA3 PAD LENGTH: 20' PAD WIDTH: 20' PAD THICKNESS of it D 50: 6 FA W-1