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HomeMy WebLinkAbout1.2-7302 Ph 1 & 2 RevisionCALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT UNDERGROUND INITIALINCLUDING A i CONTACT)Y OF ADVANCE .,... i !' MARKING THE i U DIG* GRADE, A # O ! EXCAVATE. UNDERGROUND ! STRUCTURE i,.. SHALL MAINTAIN ,.1 J MINIMUM OF 7 FT. (WITH UNDISTURBED HORIZONTAL SEPARATION AND y IN. OF VERTICAL i !; ! i FROM THE EXISTING A i.. PACIFIC OF y G: jam,- ELECTRIC TRANSMISSION LINE. ADDITIONALLY, OVER THE EXISTING TRANSMISSION AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FROM THE EDGE OF THE PIPE. it REMAIN AA #, !.. THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' F THE EXISTING TRANSMISSION w A 7 STAMP*SvINT0 CURB FACE MULTIPLEOVER EACH SEWER LATERAL TRENCH SEWER I F ck F Typ ®WATERLINE •FINISHED STREET in GRADE 36 60" Typ T 00 00 1QI I SEWER,N. ON DEEP SLOPE LATERALS SET LATERAL PROVIDING TO T LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE LATERAL IS WITHINREQUIRED TOLERANCE. TYPICAL SEWER LATERAL INSTALLATION FOR j SEWER LATERALS FROM SEWER SHALLOW THE 7 IM LATERALS 7 1lY'r OSS IF THE w7 OR UTILITY IF THESE iINSTALLATIONS A. RECEIVE SPECIAL a r e r' • i f CROSSING VER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE iCONSTRUCTED OF ;k.. CON11NUOUS 20" SEC11ON OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE :.w . CENTERED w • E BEING CROSSED. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL ` CROSSINGS ARE IN CONFMANCE NTH CALIFORNIA CODE `: s HEALTH f • 323 ABBREVIATIONS � " SEWEis LINE •t CENTERLINECL -- D- D- I INV INVERT 1725 DRAINSD STORM I i i MANHOLE STANDARD EXISTMH MANHOLE I EA BASINCB CATCH STONETHWAITE LANE AND RIGHTJB JUNCTION BOX R/W STREET CONSTRUCTION PLAN ELEVATIONSCP -^-15 22 TOP OF MANHOLE/TOP OF CLEANOUT TOM CONSTRUCT SEWER PER CITY STANDARDS `..W/ CONSTRUCT SEWER MANHOLE G „ ., TYPE PER C.O.B. STD. SW -4 AND SW -5.c CONSTRUCT SEWER CLEANOUT CDS0 w 7 - A� INL f 1�4 �! �1_ - - - 1TRACT 7300 P DRAINCONSTRUCT STORM I DRAINCONSTRUCT STORM MANHOLE TYPE "A" t PER C.O.B. , , CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B.STD. , CENTERLINE EXISTING I EXISTING ILINE EXISTING SEWER MANHOLE EXISTING EXISTING DRAIN MANHOLE L;J• I\—I i i 1 i !i:!♦ i f is i=! TRACT 7299 CITY OF BAKERSFIELD KERN COUNTY CALIFORNI]c Uri 011 TIM I E;jn m FOR a RACT 7302 UNIT 1 & 2 a19 0 21 22 23 24 25 # 29 VA _r 6 # T 5 6- 8. r 5 13 \ r 8 8 0000..0 N11 1r0.0000 /. ® 10 t100 1 13 12 000000 SCALE:PROJECTIVIAP 9 SHEET • UNITS INDEX UNTIL THE SEWER ON HIGHGATE GREENS DRIVE IS SUMMARY OF IMPROVEMENTS CONNECTED TO AN SEWER IMPROVEMENTS s• TOTAL MUST BE NOTES 1 " WITH -- UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONSINVERT ELEVATIONS OTHERWISEUNLESS . I SECTION LETTER SHEET WHERE SECTION IS SHOWN 6 SEWER LINE 323 LF � " SEWEis LINE •t • LF 4" LATERALS 1725 ® ,C 0W i i MANHOLE STANDARD DRAINCONSTRUCT STORM I DRAINCONSTRUCT STORM MANHOLE TYPE "A" t PER C.O.B. , , CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B.STD. , CENTERLINE EXISTING I EXISTING ILINE EXISTING SEWER MANHOLE EXISTING EXISTING DRAIN MANHOLE L;J• I\—I i i 1 i !i:!♦ i f is i=! TRACT 7299 CITY OF BAKERSFIELD KERN COUNTY CALIFORNI]c Uri 011 TIM I E;jn m FOR a RACT 7302 UNIT 1 & 2 a19 0 21 22 23 24 25 # 29 VA _r 6 # T 5 6- 8. r 5 13 \ r 8 8 0000..0 N11 1r0.0000 /. ® 10 t100 1 13 12 000000 SCALE:PROJECTIVIAP 9 SHEET • UNITS INDEX UNTIL THE SEWER ON HIGHGATE GREENS DRIVE IS SUMMARY OF IMPROVEMENTS CONNECTED TO AN SEWER IMPROVEMENTS s• TOTAL MUST BE NOTES 1 " WITH -- UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONSINVERT ELEVATIONS OTHERWISEUNLESS . I SECTION LETTER SHEET WHERE SECTION IS SHOWN 6 SEWER LINE 323 LF � " SEWEis LINE •t • LF 4" LATERALS 1725 LIF i i MANHOLE STANDARD 1 EA CLEANOUTS STONETHWAITE LANE AND 01 A 0 SHEET DRAINSTORM 1. COVERSHEET CATCH BASINS 4 EA OUTLET STRUCTURE 1 EA 0 SHEET TITLE 1. COVERSHEET 2. NOTES 3. HIGHGATE GREENSDRIVE 4. 1 CAMERTON 5. ♦ w w LANE 6. STONETHWAITE LANE AND NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, CONSTRUCTION INSPEC11ON DEPARTMENT SHALL BE GIVEN a HOURS NOTICE.i 326-3049 1 CITY INSPEC11ONS WILL BE GIVEN FOR THE WORK IN THIS AREA UN11L A STREET PERMIT IMTH APPROPRIATE SECURITY --AND INSURANCE HAS BEEN OBTAINED 2. ALL FACIU11ES CONSTRUCTED PER THESE PLANS ARE TO BE 3. ALL MATERIALS SUPPLIEDFOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF ' HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS UNDER MY DIRECTION BELIEF ITH CITY OF BAKERSFIELDORDINANCES, STANDARDS, DESIGNAND l I INCLUDE ALL IMPROVEMENT REQUIREMENTS ADVISORYOF THE I I AM RESPONSIBLEDRAWINGS THESE PLANS AND ANY ERRORS, OMISSIONS, VIOLATIONS OF ORDINANCES,THOSE IGN CRITERIA DURINGCORR I N. PPR Y: ROGER A. McINTOSHR.C.E.T EXP. 6-30-18 IN ACCORDANCE WITHI ING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWEDIBAKERSFIELD PUBLICIMPROVEMENTS HEREINPRIVATE ARE TO BE PRIVATELY MAINTAINED. APPROVED BY-NICOLAS FIDLER,IDIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED Ar: ASSISTANT A • % WORKS DIRECTOR THE BEARING OF N01*02'20"E SHOWN FOR THE EAST LINE SECTION E. a ■ * • AS SHOWN RECOF SURVEY, BOOK 25, PAGE 49 WAS USED AS BASIS BEARING HEREON. BENCHMARK CONCRETETOP OF AT THE INTERSEC11ON OF MING AVENUE AND ALLEN RD., ALSO BEIN THE NORTHWEST CORNER OF Know what's below. Call before you / iii I i I i (a , I i • STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCA11ON 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 U11LITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVA11ONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTIU11ES 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, UNDERCUT, OR DO NOT MEET CURRENT STANDARDS 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 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2. STANDARD DETAILS 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 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND Fl1iINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10% AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RiNG AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR. RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. ANTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS !, 11, 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, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CiTY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D=2321. ONLY CLASS I, 11, 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 WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25'C t3 ). PROPERLY INITIAL PAR, 1. TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TiME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C ±3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.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. Q EMICAL SOLUTION CONCENTRATION 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. SULFURIC ACID 20%** INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL' THIS WILL MINIMIZE VOIDS BENEATH iNE PIPE AND IN THE HAUNCH AREAS. SODIUM HYDROXIDE 5% BE TESTED WiTH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT 14. ALL MANHOLES SHAD_ BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD UP TO THE QUARTER POINT OF THE PIPE. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE AMMONIUM HYDROXIDE 5%** (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, NITRIC ACID 1%** THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY r" FERRIC CHLORIDE 1% 1% IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID OF BAKERSFIELD STANDARD DRAWING S-20. r_ N SOAP 0.1% ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE DETERGENT 0.1% ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS 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 (LINEAR ALKYL BENZYL SULFONAIE OR LAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SEC11ON 7-2.03(1.E) PARA. SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL " 8 ABOVE. BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND PIPES 48 IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE CD z: BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM MANNER TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON W EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION KENT -SEAL, IN A GROOVED FOUNDATION. z *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 15. STORM DRAiN PIPE W FORMULATIONS ARE CHANGED. INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. WiLL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF PERMITTED. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER 5; THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE CONTRACT PLANS. CD MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF iNE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE r FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE > SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD ZD SHEET. AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. "' WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING z 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING J OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION BEFORE SUCCEEDING LAYERS ARE PLACED. THE PLANS. SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL *C*. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR WITH THE LONGITUDINAL AXIS OF THE PIPE. TRENCH DESIGNATION " RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO ROLNG AS SPEFIED AB DESIGNATION D" . LI CIOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE 0 COMPACTION. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE PO to r LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT AND � rn `may. FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM ' APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING w Q ,4, aro USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED O z Oo IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM co INSIDE SURFACE. WIRESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING MATTER, OR OTHER UNSATISFACTORY MATERIALS. U � tet- Z WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE TO ASTM D 3212 AND ASTM F 477. REJECTED z O 1 0 CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. <t J 4 A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, WHEN APPROVED BY THE ENGINEER JETTING MAY BE USED IN NON -STREET AREAS. -J Q .' HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES w0 +') CONCRETE. F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT = 00. ENGINEER. BACKFILL TESTING ,AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3:0 ^ L& - IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, T_W T- a DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LiNED 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT QFPIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS 0 E coo SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN !N THE LINING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE N wm BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. FLEXIBLE THERMOPLASTIC SEWER PIPE.". MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT W m 8 ALL NAIL AND TiE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN NEXT LAYER IS PLACED. WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE Q W THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND I m o is BE FUSED TO iNE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY SPECIFICATIONS AND THE FOLLOWING: EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE COND1110N OF THE CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 TRENCH OR THE WEATHER IS UNSUITABLE. AT 11MES WHEN WORK IS NOT IN PROGRESS, ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. � SOUND LINING ADJOINING THE DAMAGED AREA. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT 90% CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PUWNG A GO -NONE R MANDREL 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 _ HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON �� WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS I 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 \ TO THE LINING. LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE OF THE FOLLOWING D2922 OR D1556. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN HF tNo THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF A,� INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. WORK. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. 6 MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM M J APPLICATION TO CONCRETE PIPE -SPECIAL REQUIREMENTS. THE LINING WHERE Y = ALLOWABLE DEFLECTION IN % (5%} COMPAC11ON TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. Q M v -6 SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ` 6. SEC11ON AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PiPE `y (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON iNE TYPE OF LINING JOINT MANUFACTURER) 10. SEWER PIPE INSTALLATION CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND .--- TO BE MADE WITH THE ADJOINING CONCRETE PIPE. 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..! THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO S/D� WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, MINIMUM. PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR AND BACKFILL OR INCORRECTLY CUT. CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE o EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 16. BORED/JACKED PIPE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT AND OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PiPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE APPLIANCES SHAD_ BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTiL THE MANDREL TEST AND PLACING OF MATERIALS SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHAD_ RESILIENT 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 BE PER THE MANUFACTURER'S RECOMMENDATIONS. 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 PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD REJECTED. CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH CARE SHALL BE EXERCISED {N HANDLING, TRANSPORTING AND PLACING LINED PIPE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS -AND APPROVES OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL 7TRENCH TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED . THE CONDITION OF THE BOTTOM OF THE TRENCHPIPE SHALL BE INSTALLED IN STRICT . ELOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PIPE LAYING SHALL BEGIN SHALL N FURNISHED AT THE CONTRACTOR'S EXPENSE. NTH A SUITABLE FORK UFT. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. PIPE LAYING SHALL PROCEED WiTH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SUCH A MANNER AS TO FORMA CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. SHOP -WELDED JOINTS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR 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, Z NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTiL THE DAMAGE HAS BEEN DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BORING SHALL NOT BE p REPAIRED TO THE SATISFACTION OF THE ENGINEER. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF WEATHER IS UNSUITABLE. AT TiMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL in 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON > SEC11ONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: CONTRACTOR SHALL PROVIDE TRENCHING iN ACCORDANCE WITH THE DETAILED SECTIONS WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THE PLANS. 0 IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE INSTALLATIONS SHALL MEET CITY STANDARD S-39. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING ADJACENT PIPE SECTIONS. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND APPROVAL ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING 8. BRACING AND SHORING SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLE11ON OF THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES ORDERS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO FIELD JOINTS IN THE LINING AT PiPE JOINTS MAY BE EITHER OF THE FOLLOWING ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED UNREASONABLE SLOUGHING OF MATER{WHICH MAY JEOPARDIZE THE SAFETY OF DESCRIBED TYPES: REGULAl10NS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR OR INCORRECTLY CUT. WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH i TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) REGISTERED CIViL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING PIPELINE TESTING. ALL SINTERS SHAD_ BE TESTED FOR TIGHTNESS WHEN COMPLETED SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. o JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NTH ANY OF THESE AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE THE CONTRACTOR, .BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION DETAILED PLAN R, PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSA11ON FOR LOSSES INCURRED BY THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER ANY AND ALL EXPENSES THEREFORE HELL BE CONSIDERED AS INCLUDED IN THE BID CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING EXFILTRA11ON TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" PRICE AND NO ADDITIONAL THEREFORE WILL WILL BE MADE THEREFORE. (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, MM). BACKFILL AT ALL TIMES. AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING MINOR STRUCTURES PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 1 0 EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT HOURS PRIOR TO ANY TESTING. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL Z THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF rt SEC11ON A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE CLEANING PiPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL C.) J TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING iS INTERRUPTED, PROVISIONS. MANHOLES SHALL CONFORM TO THE CiTY OF BAKERSFIELD STANDARDS LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. iF AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY. OF BAKERSFIELD CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO RARY INLET GRATES SHALL CONFORM TO DETAILS ON THE 0_4 11- CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS,. EQUIPMENT, STANDARD S-12. TEMPO AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING REGISTERED CiVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING PLANS. Z. AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. , AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE Gz N W HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. PROHIBITED ON THIS PROJECT. THE PRECAST CYLINDER TAPER, . r4 *a 2 STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. " " �`"� =to THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH 9. TR EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO CH BACKFILL BE SET ON A BED OF PORTLAND CEMENT GROUT OR KENT SEAL TO MAKE A V. >(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE PLUMB. + P. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE I ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED(200) FEET TO THE REAR TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CAU -ED ON " SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEETHE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH 18. ADJUST SURVEY MONUMENT ENCASEMENTS 4 Z d WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR CCS 2 a4 CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. C.,7 I — W pLq�, INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29 ' IN _ I"' PIPE OPTIONS. STORM DRAIN AND .UTILITY CONDUIT INSTALLATIONS SHALL BE IN . N HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS 11. SYSTEM TESTING k O � JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A 4 z WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED THAN NINETY PERCENT (90%) UP. TO THIRTY INCHES (30) FROM FINISHED GRADE A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE I MINIMUM OF THREE DAYS. IO co w BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE O � p BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED RECOMMENDATIONS OF THE MANUFACTURER. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE 11ME REQUIRED FOR C.)11-2 A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. 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 V pc OF THE WELD STRIP. DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING A MINIMUM OF ONE DAY. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 360; IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO w C 360 DEGREES: - AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND INSPEC11ON SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WiLL ALSO IN111AL THE MONUMENT WiLL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. I- ~ Go WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UN11L SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. �' PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED r_"_4 .o cr NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION THE STATIONING, BASED ON THE STA110NiNG OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. M aC 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF ABOVE THE PIPE ZONE WILL BE ALLOWED. OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER cz W o POTENTIAL FUTURE GROUNDWATER BUILD-UP. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF C.) 31: 0 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE THE CITY. to � REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO DISPOSAL OF THE CONTRACTOR. THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL USING A MINIMUM NUMBER OF SEPARATE PIECES. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZA110N OF LATERAL CONNEC11ONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE I I . UNLESS OTHERWISE SHOWN ON THE PLANS,, THE LINING SHALL BE RETURNED AT IN- SITU MATERIALS. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 46 LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, ACHIEVING FIRM SING BELOW PIPE SP IR_NGLINE. CONTRACTOR SHALL PROVIDE "FIRM OF ALL LATERALS SHALL O R IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT 4 BEYOND THE PROPERTY UNE OR RIGHT—OF—WAY LINE WITH 30 OF COVER AT FLOW UNE. PROCEDURE SHALL BE FO4 " ; LLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT -OF - CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH SPECIFICATIONS. WAY LINE AS SHOWN IN THE SEWER LATERAL MARKER DETAIL, C.O.B. STD. DET. SW -1. Khat s below. RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE now wW PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SOP AND A MAXIMUM ' DEEOF T DEEP AT PROPERTY UNE OR ('sail before you dig. W OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING LATERALS SHALL BE A MINIMUM OF 5.0RIGHT-OF-WAY UNE ANDA MINIMUM OF EE DEEP AT AXIMUMFLOWLINE. Cq REGULATIONS, THE JOiNT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER BEDDING AND BACKFIWNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPLINGS SHALL BE AVOIDED.x MWITH A ATERIAL MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT I . w �"`' / " T 7 9 J (NOT A PART) �� \S ffv I 8 12 11 10 Uj U) a __j SCJ L : zLj LoLc) m ce_ 14- C14 < m Ui lo_ ,'a 'a -a 0 C.3 C3 0*1 � r..) 831 a Ck :z 0) d LLJ to z _j LLJ LAJ 0i 0i 0; LLJ W 0 W + + (3 1 1 to to C1 Lai V) _j 0; C4 m to >� T_ � _j 0 r.- co 0; W 0 41D 3: 4-10 0) 3:: Co C> LO CV C-4 En + + < + W) z = V_ V_ 0: < < 5 (6 < W C-4 fr= �_ a- cn co -r'� < U*) to + + CD m (0(0 c; + + W 14t C4 0) I I C�l + 0000 + + + + cq f- 00 cp < N cq cn cn LLj (n cn cn cwn (1cu-nis a - cn (n cn cn 8' WATER —W W W NOTICE OF COMPLE11 WILL NOT BE ISSUED UNTO sSEWER IS CONNECN S N54*12'05W 8'# SEWER 280.4,5# 8' SEWER '___1 ­� . I ...... I __S 8" SEWER I I I _v EXISTING SEWER (SEWER MUST BE A LIVE SEWER LINE) 'EX 3e PG&E HIGH PRESSURE GAS174 G4-- ----G---G---G G— G---G---G----G==---t 8" SEWER TO BE CONSTRUCTED s WITH TRACT 7300 - UNIT 2 N56*4526"W 8rSEk'P"*'—..,,160.56' t= C) ml CD I C) 0 pe) 00 QL0 Lc) + m + ch F= 0 cn cn W col F, =m 0) "R cn U1 US to ltcn + + 1 14zwQa 1510- 011 cn cn CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. CAMERTON WAY SEE SHEET 4 LLJ MI 3 00 Z zl ri Ix 00 Co C) �m L N � _j REVISIONS APPROVE 100 Go CL Uj 8 C) ROWR. A. McINTOSH DATE m CALL 811 PRIOR TO R.C.E. 33322 CONSTRUCTION NEAR 34!' HIGH cn+ f'NOT A PART) r+n " , C14 04 PRESSURE PG&E GAS LINE cn cn Q~i f W 8" WATER -W W W.0 DANIEL PADILLA DATE R.C.E. 67008 -101-- 1445615'42*W 226.29' FUTURE r SEWER 7 8" SEWER 23+00 o)A-Lnn PG25+00nn 22+00nn ::;c : 1. Ar 56'45' 6"W 1 OU.UU 1 G tA. �KtOZUKt GAS VV I r0) :%0 S er- SEWER FUTURE 9" SEWER 5"25'00"W 7 Ix5. FUTURE 18' DRAIN < 0 z 00 180 DRAIN (SEE SHELTA& FUTURE 18 DRAIN -D 0 A6< I C5 cn 00 00 of _W to Ad ^j < 00 c� + A cn % W 14) V_ _j A\,4 + + + CO 00 LO 0 a %- + to Go 00 0-p D 00 3: L6 m V C4 C4 .%—W %— W %j CN to to20 :140 < 0 m + + z + ;5 cn cn Wow cn 19 cnicn cn 16 1 1'7 1 18 1 M++ ir C4 W jQ<C L a tcn cn cn HIGHGATE GREENS DRIVE (PRIVATE STREET) (STA. 15+70.39 C.L. TO 23+39.01 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL ocIr- I roo CAMERTON WAY SEE SHEET 4 CURVE TABLE CURVE S LENGTH N56*4526N S 259.07' DELTA C1 N 11 00 b V-) " 1, 18+00 *EX. 34- PG&E, HIGH gRESSURE AS 19+00 U-) 00 — — N56-4543*W 475.22' 20+00 1 c) 1 f1r) k 21+00 G— n I G 0 w 0 a G G 8 3::Lj I I I G 1 0•M. 363.22-, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ EX. 34!' PG&E HIGH PRESSURE GAS -U-) -co _01 N56*4526"W 250.00' its 00 -b N56*45'26*WS221.15' T_ • S S� S C9 00 0 CONSTRUCT SEWER CLEANOUT _ PER C.O.B. STD. SW -6. Er SEWER m 0 817 SEWER Of Of Of Of Itc -to + if_c) cz C1 Of _co '00-N C1 CENTERLINE MONUMENT �m L N � _j REVISIONS APPROVE 100 Go CL Uj 8 C) ROWR. A. McINTOSH DATE m CALL 811 PRIOR TO R.C.E. 33322 CONSTRUCTION NEAR 34!' HIGH cn+ f'NOT A PART) r+n " , C14 04 PRESSURE PG&E GAS LINE cn cn Q~i f W 8" WATER -W W W.0 DANIEL PADILLA DATE R.C.E. 67008 -101-- 1445615'42*W 226.29' FUTURE r SEWER 7 8" SEWER 23+00 o)A-Lnn PG25+00nn 22+00nn ::;c : 1. Ar 56'45' 6"W 1 OU.UU 1 G tA. �KtOZUKt GAS VV I r0) :%0 S er- SEWER FUTURE 9" SEWER 5"25'00"W 7 Ix5. FUTURE 18' DRAIN < 0 z 00 180 DRAIN (SEE SHELTA& FUTURE 18 DRAIN -D 0 A6< I C5 cn 00 00 of _W to Ad ^j < 00 c� + A cn % W 14) V_ _j A\,4 + + + CO 00 LO 0 a %- + to Go 00 0-p D 00 3: L6 m V C4 C4 .%—W %— W %j CN to to20 :140 < 0 m + + z + ;5 cn cn Wow cn 19 cnicn cn 16 1 1'7 1 18 1 M++ ir C4 W jQ<C L a tcn cn cn HIGHGATE GREENS DRIVE (PRIVATE STREET) (STA. 15+70.39 C.L. TO 23+39.01 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL ocIr- I roo CAMERTON WAY SEE SHEET 4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 300.00' 132.82' 67.51' 2521'57' ----------- -1 MART 8r! ' ! I # j ! FUTURE 8' SEWER J INVERT` 8" SEWER S, UCTED W! INVERT 181 DRAIN TRACT 72 9 - UNIT 2 'i i BE CON SCALE: 1 = 40' 11 40' 20' 00 40' 80' c1*4 04 0 16 :z LEGEND: 366 ABBREVIATIONS 1 Uma lli" 1.0v.'Kj U vr 0 rv%Lp ar-"Ln %V_v./_U/0 i I i L I i IN -31 4JV.V1 Lr VI- 0 r-Vko %,)LTTLn %y _v.4j1* 1 1 1 1 1mz)1tm.L LF vr Q rv%A aLwr-n v I 366 MH MANHOLE EXIST EXISTING 362 CB CATCH BASIN ELEV ELEVATION 364 L I T 0 w 360 8 3::Lj I I I _T - ------------ 0 1 0•M. 363.22-, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ F: 6 W 1 1 m W CV_ co --"7 ------------ c'q 0 to . Cc CO _j _z_z_ T_ TYPE PER C.O.B. STD. SW -4 AND SW -5. to %- t k C5 00 00 m z Li z z < C9 00 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 0() 'm Lo co Ui + �F m 0 CO CR '* '-t r-1 N N L0 350 0 CONSTRUCT STORM DRAIN "A" 0 P z c� OR Iq co MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5. Itc -to + CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 346 CENTERLINE MONUMENT > > 344 m >: z U) W En �q W W ----------- m W W D i cp — — — ------------------- F -NOTICE Of -CbWPLET{ WIa:— NOT BE ISSUED UNTIL I THIS SEWER ISI CONNECTED TO AN ----UL-"NG-,SE-Wg?-(SEIN:"US-T-----, BE A LIVE SEWER LIN 2 4 INVERT 8* WATER I ............ . c> APPROXIMATE EXISTING 4 C-0 11 N V� COMPLETION WILL NOT ISSUED UN11L THIS APPROXI 'ATE kTE FINI ' GRADE CENTERLIJE i i I I � � I - - -------------------- vl � � ! BE SEWER IS CONN TO TO AN --ADOS U INVERT Or WATER 2 4 BE ALIVE SEWEf, UNE} m, .............. I&IRT 8" RFV 3i E ----------- -1 MART 8r! ' ! I # j ! FUTURE 8' SEWER J INVERT` 8" SEWER S, UCTED W! INVERT 181 DRAIN TRACT 72 9 - UNIT 2 'i i BE CON SCALE: 1 = 40' 11 40' 20' 00 40' 80' c1*4 04 0 16 :z LEGEND: 366 ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE 15+00 INV INVERT SCO SEWER CLEANOUT 364 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 366 MH MANHOLE EXIST EXISTING 362 CB CATCH BASIN ELEV ELEVATION 364 JB JUNCTION BOX R/W RIGHT OF WAY — ------- -------- SCP STREET CONSTRUCTION PLAN 360 8 3::Lj I I I 364 1 0•M. 363.22-, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ 358 1 1 • S CONSTRUCT SEWER PER CITY STANDARDS 356 7. 0 . 0000 z _j 0 zz _T C'i C'4 0) 03 7_44— i 1 1 1 0 CONSTRUCT SEWER MANHOLE "A" TYPE PER C.O.B. STD. SW -4 AND SW -5. 354 Li z z < 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 352 m -z LLJ F_ _j in W D CONSTRUCT STORM DRAIN PER CITY STANDARDS 350 0 CONSTRUCT STORM DRAIN "A" MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5. 348 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 346 CENTERLINE MONUMENT EXISTING SEWER LINE 344 EXISTING STORM DRAIN LIN 342 nU_ 342 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 366 OF WER 0 -0.25% *INSTALL 160.66 LF 8-1 PVC SE INSTALL 256.00 LF OF PVC SE 0-0.257. 366 INSTAL 221.15 v OF 8" PVC SEWER 0 0.25% 1 INSTALL �65.01 U OF! 8" PVC SiWER 364 —0)- — ------- -------- I t6 z W I . I I i 8 3::Lj I I I 364 362 360 358 356 354 �11 re� 346 344 XV) 15+00 i IRT1111 20+00 21+00 23+00 362 360 358 3-5-6 EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE 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. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN--'�� CONSTRUCTION NOTES 354 Oj REMOVE TEMP. CLEANOUT AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER 352 PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 350 Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12 348 (�3) CONNECT TO EXISTING STORM DRAIN. CONTRACTOR , � TO VERIFY LOCATION AND INVERT OF EXISTING 346 STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 344 O4 CONSTRUCT WATER LINE PER SECTION 4.9.3 OF C.O.B.Know what's below. WATER STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. Call before you dig. 342 24+00 ram >_ m nU_ —0)- m 12 001)) I t6 z W I . I I i 8 3::Lj I I I 0 i 3: &-Lwl— 1 z 1 1 Lj to V) (3 > x Uj to U.) 1 7. 0 . 0000 z _j 0 zz _T C'i C'4 0) 03 7_44— i 1 1 1 00 00 LU 'd %0 0c) 00 z z (3 c3 >; >; >: — — - ------- --------- j z MR �t z 0 Lc) Z* v _: C� + Coto L C-4 _j 00 00 C3 rc; Eq Eq + C44 Li z z < > > Ld LLJ _j _j >: LJ UJ Ld >: F'j L'i Uj LJ I— _j 0 cn W Uj m -z LLJ F_ _j in W V) A (0) 1, ® ,FIMATE EXISt, NG 0 CENTERU NE U) W G ADE 0 CENTERLINE ----------- z 0 -NOTICE Of -CbWPLET{ WIa:— NOT BE ISSUED UNTIL I THIS SEWER ISI CONNECTED TO AN ----UL-"NG-,SE-Wg?-(SEIN:"US-T-----, BE A LIVE SEWER LIN 2 4 INVERT 8* WATER I ............ . i IRT1111 20+00 21+00 23+00 362 360 358 3-5-6 EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE 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. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN--'�� CONSTRUCTION NOTES 354 Oj REMOVE TEMP. CLEANOUT AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER 352 PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 350 Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12 348 (�3) CONNECT TO EXISTING STORM DRAIN. CONTRACTOR , � TO VERIFY LOCATION AND INVERT OF EXISTING 346 STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 344 O4 CONSTRUCT WATER LINE PER SECTION 4.9.3 OF C.O.B.Know what's below. WATER STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. Call before you dig. 342 24+00 ram >_ m nU_ V) c D U) W z 0 c> C-0 W ;z C> M 0 V) <1 I I I I I 00 24 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 'm INSTALL 100.00 LF OF 6" PVC SEWER 0 -1.00% HIGHGATE GREENS DRIVE SEE SHEET 3 U T� HI ATE GREENS DRIVE SEE SHEET 3 CAMERTON WAY (PRIVATE STREET) (STA. 9+80.00 C.L. TO 16+21.83 C.L) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL SIONS,.,APPROV Z�vk / 11 z ROGER. A. c NTO H DATE cli R.C.E. 33322 go Z 4 4 �� ANIEL PADILLA DATE j �` R.C.E. 67008 c — Go X07 dg n cn CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. `i FARIN&ORD' LANE SEE SHEET 5 10+00 LINE TABLE 11+00 LEGEN :(4104*m� BEARING LENGTH ABBREVIATIONS N 56'4526" W 20.00' CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING INS T 123.13 LF OF 6' PVC SEWER 0 -cl .00� RIGHT OF WAY SCP STREET CONSTRUCTION PLAN N 6018'05' W 10•I' 363 22—" TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --- • s CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT "A" SEWER MANHOLE TYPE PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. W 6' SEWER' P _ ♦1- w 8' WATER I w FutuRE 8" WATER —w- 1 i 180 DRAIN cn FUTURE 8 SEWER k 24" DR 8 SEi R _._--- _w _ _ _ . �. _.� 22+00 �z`a — �G FZ 23+00 24+00 . 34' PGa HIGH P RE GAS �— , ci z wcnZ a, r: J SEINER FUTURE8" SEWER m'� n �$ O N00N ZJ . z cun) V CD 018' DRAIN FUTURE 18' DRAIN D { 'j1 R/W I oZ N 00 to 1 --co 1s' DRAIN z odd j { i1i 27 Go - M to W W w � • J I. o _. 4 OF 24' F tY (Ws t� 1 1 A+ pM Q I N 00 "' M OO �Q m N� i+$ � Zco CAMERTON El WAY Z�Z Ui 18" STORM Zc INVERT DRAIN EXTENSION jjj o � TURF 18' RAIN (HIGHGATE GREENS DRIVE) Z (STA. 21+50.00 C.L. TO 24+25.00 C.L.) in ' Z SCALE: 1" = 4' VERTICAL p C6x Z N wU 0 Z• co O. 00 co V) J O00 w " z Z z J 'e- Z Q • >» O 00 co z .j ?ZZ Z �.- 00 0 z.�0)(0 M a -M `0 { D 0 M _ dam•• I'7 Q teM N •WWW i?4 �j z www toN ��� W N MMM o W 0) INSTALL 115.14 LF OF 18' RW.—RCP 0 0.11% Z wIrZ 4cr 0) U)to +"� g 9M v' 'wwW M � :► w w w M M —��t fil ,O vi w �G O �s t!) W Vss (n W w IT ROXIMATE FINISHED i — ' ADE ® TERUNE ; N ' � PROXIMATE NISHED ` iMADE 6 Jim I ' IN T ' i . 8r WA IER { a INVERT tH � INVERT � !N T IN T 8'c� { , 8 8' ATER iN T 6° SEWER LH —' I VERT 18' AIN IN T '* INVER 18' DRAIN M 18' DRAIN N 1s' AIN q ^ cr � T O W 0 3'> © w W • Go w W Q14' 'x OD Q� W 0 00 ai W O to 00 00 Z cnZ O x A A _ _ o 00 - cj z j z z _ •Z> ZZ g _ z g ZZ g ZZ Q0 L• 0107.0 U) z - 0p �. !N T z • 00 Z MM Z_o" A�Z �fi d' EX. 34' GAS � �t w ' 4 Q • 00 to r 04 MM 1w 1+) MM g MM ©t+G MM •a W W INSTAR .65 LF OF � o j a W • W O' W W fNSTALI 47.29 LF O¢ W W � >> J J Ld 15! » F-- --� J 1: J » Ra 1-12OQ F- J J W W 00.15% RGJ-RCR 0 0.11% Wow#..J 00.13% INSTALL 308.8 LF OF 18 RGJ-RIX' 00.15% cn cn w w 10+00 LINE TABLE 11+00 LEGEN :(4104*m� BEARING LENGTH ABBREVIATIONS N 56'4526" W 20.00' 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 N 6018'05' W 10•I' 363 22—" TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --- • s CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT "A" SEWER MANHOLE TYPE PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 12+00 D 13+00 Al 14+00 CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE "A PER C.O.B. STD. D-14. CENTERLINE MONUMENT EXISTING SEWER UNE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE 15+00 16+00 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. SECTION DESIGNATION: SEC11ON LETTER A 4 w�om 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES O REMOVE TEMP. CLEANOUT AND CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONNECT TO EXISTING STORM DRAIN. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 17+00 356 354 352 350 348 346 344 342 340 338 336 334 CAMERTON LINE TABLE SEE LEFT UNE BEARING LENGTH L1 N 56'4526" W 20.00' L2 L3 N 5-3g80 " W m,4, N 75'58'38' W 4. ' 30.65' L4 33 4'34 E 57.04' L5 N 24'11'08' w 47. V L6 N 74*29'56" E 67.06' L7 N 03'44'38' E 53.08' L8 N 09'09'28' W 57.84' L9 N 6018'05' W 82.95' 356 354 352 350 348 346 344 342 340 338 336 334 CAMERTON WAY SEE LEFT OXIMATE FR IISHED N M 354 348 5 346 350 GR E 0 CENTERLINE 342 2 340 344 338 342 1� x � 1, ,0 338 332 336 330 334 7-1 00 i (NOT A PART) PIPE u 18' ORAIN R/W� + , 8 { 6' SEWER' P _ ♦1- w 8' WATER I w FutuRE 8" WATER —w- 1 i 180 DRAIN cn FUTURE 8 SEWER k 24" DR 8 SEi R _._--- _w _ _ _ . �. _.� 22+00 �z`a — �G 23+00 24+00 . 34' PGa HIGH P RE GAS �— , ci z wcnZ a, r: F.08' SEINER FUTURE8" SEWER m'� n �$ O N00N ZJ _ V CD 018' DRAIN FUTURE 18' DRAIN D { 'j1 R/W I oZ N 00 to 1 --co 1s' DRAIN z odd j { i1i 27 Go - M to W W w � • J I. o _. 4 OF 24' F tY (Ws t� 1 1 A+ pM Q I N 00 "' M OO �Q m N� i+$ � CAMERTON El WAY SEE LEFT 18" STORM Zc INVERT DRAIN EXTENSION z o � TURF 18' RAIN (HIGHGATE GREENS DRIVE) Z (STA. 21+50.00 C.L. TO 24+25.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 356 354 352 350 348 346 344 342 340 338 336 334 rT' SECTION 4 SCALE: 1" = 40' HORIZ. 1" = 4' VERT. 354 APP OXIMATE FR IISHED N M 354 348 352 346 350 GR E 0 CENTERLINE 342 2 340 344 338 342 336 340 334 338 332 336 330 334 328 i 41 PIPE u IN VERT W 6' SEWER' 1 i i cn k 24" DR N ci z wcnZ a, r: W x m'� n O N00N ZJ V CD j j Q z Z INVERT 1 z oZ N 00 to 1 --co 8' WA . A�E! CN i1i r w'W>W> M to W W w INST kLL 82.95 ff OF 24' F GJ --RCP ® 5.38% INSTALL :: r • {!c f • rT' SECTION 4 SCALE: 1" = 40' HORIZ. 1" = 4' VERT. 22+00 354 APP OXIMATE FR IISHED N M 354 348 352 346 350 GR E 0 CENTERLINE 342 2 340 344 338 342 336 340 334 338 332 336 330 334 328 i 41 PIPE u IN VERT W 6' SEWER' 1 i i cn INVERT 24" DR N ci z wcnZ a, r: W x m'� n O N00N ZJ V CD j j Q z Z INVERT 1 z oZ N 00 to 1 --co 8' WA ' CN i1i r w'W>W> M to W W w INST kLL 82.95 ff OF 24' F GJ --RCP ® 5.38% z O Zc INVERT 18' AIN z o � TURF 18' RAIN Z ��Z Q w p C6x Z 0 x V) J O00 00 0p OU - r. J 'e- Q • >» _ 0U z ?ZZ �.- 00 z.�0)(0 M a -M `0 { D 0 M dam•• I'7 Q teM N •WWW i?4 www toN W N INSTALL 115.14 LF OF 18' RW.—RCP 0 0.11% 22+00 354 352 356 350 354 348 352 346 350 344 348 342 346 340 344 338 342 336 340 334 338 332 336 330 334 328 22+00 rff** SECTION 4 SCALE: 1"= 40' HORIZ. 1" = 4' VERT. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 24+00 356 354 352 350 348 346 344 342 340 338 336 334 Al SCALE: 1 " = 40' 40' 20' 0' 40' 80' I., 61n - 6?!! 1 Know what's be low. Call before you dig. mo 4 - — � 'S 3 a 0 1ckc ROXlMATEFINISHED { GR i 41 PIPE c� , IN VERT W 6' SEWER' / i i cn INVERT 24" DR N ci z wcnZ a, r: W x m'� n O N00N ZJ V CD j j Q z Z z oZ N 00 to 1 --co 0 M CN i1i r w'W>W> M to W W w INST kLL 82.95 ff OF 24' F GJ --RCP ® 5.38% rff** SECTION 4 SCALE: 1"= 40' HORIZ. 1" = 4' VERT. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 24+00 356 354 352 350 348 346 344 342 340 338 336 334 Al SCALE: 1 " = 40' 40' 20' 0' 40' 80' I., 61n - 6?!! 1 Know what's be low. Call before you dig. mo a 0 W W cn Z 0= U)- CD wCD On r J Q z Zc 0 V) 0 a a 00 M 0 rMR 1 t 1 710%� l w z I I I I i I i I I I TI I I I I1 I II ! 1 f r >- 1 • SEVER 18+00 90. , 01 0 1%,1zc) �'58'W 2z �0— tt r. 7 offi C> Nit6m r i 1 1 9 + w w19 z 10 ® . ! I I .- V_ 1 Q0 �i z C3201 V_ SD STORM DRAIN SDMH STORM DRAIN MANHOLE —I -- 24* ''I , —2e CR/W .— EXISTING SEWER. CONTRACTOR TO VERIFY 1 008Lei 1 I I I22 1 r rMR 1 t 1 710%� l w z I I I I i I i I I I TI I I I I1 I Icd I I ® c rte, N "40'16"W _ I inn♦ 1 1 t x1 _DRAIN (0) _.cn / 16 ' -- y , �_00 cr_• j r -� • . .� ' " r r • if 1 r ar — / w —. W — — = C) z c) + cr d -':;c 0 cq _j 17 CO!v- M to L: 1 w I w 00 t x` j t t 1211 „- 1 I 1 17� w w v z: ! N.0 , + f ®r 1Co I- I ♦ I ! ®�. ' IV_ C, cn Ujzo j\j 5 U) LLJ J_ 00 : ;L�j F -I N. LJ Uj FARINGFORD LANE SCALE: 1 » — # HORIZONTAL SCALE: , VERTICAL —0- 1 1 I 1 • �• 1" f r 1 1 1 • SEVER 18+00 90. , 1 a I 0 1%,1zc) �'58'W 1 1 I rs�< 1 L: C> Nit6m r i 1 1 9 + w w19 z 10 9z V -Z.-' 1 I I I .- V_ 1 Q0 �i z C3201 V_ SD STORM DRAIN SDMH STORM DRAIN MANHOLE —I -- 24* ''I , —2e CR/W .. EXISTING SEWER. CONTRACTOR TO VERIFY 1 008Lei 1 I I I22 1 "`.C-4 Go r- 00 Icd I I ® c rte, N "40'16"W _ I inn♦ 1 1 t x1 _DRAIN (0) _.cn / 16 ' -- y , �_00 cr_• j r -� • . .� ' " r r • if 1 r ar — / w —. W — — = C) z c) + cr d -':;c 0 cq _j 17 CO!v- M to L: 1 w I w 00 t x` j t t 1211 „- 1 I 1 17� w w v z: ! N.0 , + f ®r 1Co I- I ♦ I ! ®�. ' IV_ C, cn Ujzo j\j 5 U) LLJ J_ 00 : ;L�j F -I N. LJ Uj FARINGFORD LANE SCALE: 1 » — # HORIZONTAL SCALE: , VERTICAL —0- 1 1 I 1 I I 1 1" 12 A 125 !1 • SEVER 18+00 90. , r1— 0 1%,1zc) �'58'W ca _j gi cc I0iI -- C> Nit6m C.3 0I 1Z CNI 04 — z 10 9z V -Z.-' 1 1 1z .- V_ 1 1 V_ SD STORM DRAIN SDMH STORM DRAIN MANHOLE —I -- 24* ''I , —2e CR/W .. EXISTING SEWER. CONTRACTOR TO VERIFY r XI r IN r r i�)r�cr -/ -e-,�1 I MWr DRAIN r t • INSTALL 1" I i7 • SEVER 18+00 90. , ABBREVIATIONS �'58'W ca -- CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" /--,\ — INV INVERT SCO SEWER CLEANOUT — — —I — —N89 — — — — SD STORM DRAIN SDMH STORM DRAIN MANHOLE —I � D 46 24* ''I , —2e CR/W .. EXISTING SEWER. CONTRACTOR TO VERIFY DRAIN187.52' . L PIPE ELEVATIONSINVERT ELEVATIONS LOCATION AND INVERT OF EXIST'ING SEWER PRIOR TO CONSTRUCTION BASINCB CATCH UNLESS OTHERWISEI C3. RIGHTJB JUNC'nON BOX R/W BASINCONSTRUCT CATCH TYPE "A" ! U2 CONSTRUCT PIPE SADDLE PER C.O.B. STD. SCP STREET CONSTRUCTION PLAN P:: Er WATER LOCATIONSAT IPIPES CENTERLINE» . cq I Li SEWER LINEI I I I CONTRACTOR 1 C3 m1 . VERIFY2 TO I EXISTING I ITY STANDARDS —__ _—a EXISTING I i IS SHOWN iINSTi STORM DRAIN I INOTIFY 77 S EXISTING SEWER 25.15 THE OF ANY DISCREPANCIES. ENGINEER G CONSTRUCT SEWER MANHOLE s.„ 1 LLJW I 1 TYPE PER . . *z r- I SEWER CLEANOUT I - 13 `1 00 Cj t OD 00 Ico I I U 00 00- C>%�+1 Go I 1 r 1 • 001 r XI r IN r r i�)r�cr -/ -e-,�1 I MWr DRAIN r t • INSTALL I ABBREVIATIONS I ca CENTERLINE SMH SEWER MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" /--,\ INV INVERT SCO SEWER CLEANOUT i WITH 3.5' OPENINGS PER C.O.B. STD. D-14 REMOVE TEMP. CLEANOUT AND CONNECT TO SD STORM DRAIN SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. EXISTING SEWER. CONTRACTOR TO VERIFY EXISTCL MH MANHOLE I G L PIPE ELEVATIONSINVERT ELEVATIONS LOCATION AND INVERT OF EXIST'ING SEWER PRIOR TO CONSTRUCTION BASINCB CATCH UNLESS OTHERWISEI I I. RIGHTJB JUNC'nON BOX R/W BASINCONSTRUCT CATCH TYPE "A" ! U2 CONSTRUCT PIPE SADDLE PER C.O.B. STD. SCP STREET CONSTRUCTION PLAN SECTION LETTER LOCATIONSAT IPIPES CENTERLINE» . ELEVATION363. TOP OF MANHOLE/TOP OF CLEANOUT . • •EXISTING Li SEWER LINEI i I CONTRACTOR . VERIFY2 TO I EXISTING ITY STANDARDS —__ _—a EXISTING I i IS SHOWN iINSTi STORM DRAIN I INOTIFY 77 S EXISTING SEWER 25.15 THE OF ANY DISCREPANCIES. ENGINEER G CONSTRUCT SEWER MANHOLE s.„ MANHOLE LLJW I I . . TYPE PER . . *z I I SEWER CLEANOUT EXISTINGCONSTRUCT I Call before 0 C.O.B.PER . . 00 Cj t OD 00 z 00 00- 001 z z _j — 4T zw ®w ♦ a m + -4-4- :2 -4� A4 ir (0 ♦ ♦ v— s cl) ® ,LLJ ®Y . • i ME I'll it 01 APPRO KIMATE FINIS y IE { ® INVERT 8 SIXR INVERT 8' SEWER !F__' 2e I IRAIN INVERT e SEWER INVERT INVERT 2e DRAIN INVERT 2e DRAIN�- IDRAIN LL •• A ♦ a R x $ , fi r LLI A 91 ttom^ ww w .. - ♦♦ to to v— 0 C4 C-4 + ♦■r._.,.,,_. • ` OD to r— INSTAU. 11.7♦ amin INSTALL .i5 LF Of 2e RGJ-I ZCP 0 O.1Z 1 .1 INSTALL 0.127* ACCL W G IN 14+00 15+00 16+00 17+00 l t I CURVE TABLE LINE TABLE I ABBREVIATIONS I • LEGEN Q • I ABBREVIATIONS I ca CENTERLINE SMH SEWER MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" /--,\ INV INVERT SCO SEWER CLEANOUT i WITH 3.5' OPENINGS PER C.O.B. STD. D-14 REMOVE TEMP. CLEANOUT AND CONNECT TO SD STORM DRAIN SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. EXISTING SEWER. CONTRACTOR TO VERIFY EXISTCL MH MANHOLE I G L PIPE ELEVATIONSINVERT ELEVATIONS LOCATION AND INVERT OF EXIST'ING SEWER PRIOR TO CONSTRUCTION BASINCB CATCH UNLESS OTHERWISEI I I. RIGHTJB JUNC'nON BOX R/W BASINCONSTRUCT CATCH TYPE "A" ! U2 CONSTRUCT PIPE SADDLE PER C.O.B. STD. SCP STREET CONSTRUCTION PLAN SECTION LETTER LOCATIONSAT IPIPES CENTERLINE» . ELEVATION363. TOP OF MANHOLE/TOP OF CLEANOUT . • •EXISTING Li SEWER LINEI i I CONTRACTOR . VERIFY2 TO I EXISTING ITY STANDARDS —__ _—a EXISTING I i IS SHOWN iINSTi STORM DRAIN I INOTIFY 77 S EXISTING SEWER 25.15 THE OF ANY DISCREPANCIES. ENGINEER G CONSTRUCT SEWER MANHOLE s.„ MANHOLE RF 1 - I I . . TYPE PER . . I I I SEWER CLEANOUT EXISTINGCONSTRUCT I Call before 0 C.O.B.PER . . • LEGEN Q • ABBREVIATIONS I ca CENTERLINE SMH SEWER MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" /--,\ INV INVERT SCO SEWER CLEANOUT WITH 3.5' OPENINGS PER C.O.B. STD. D-14 REMOVE TEMP. CLEANOUT AND CONNECT TO SD STORM DRAIN SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. EXISTING SEWER. CONTRACTOR TO VERIFY EXISTCL MH MANHOLE I G L PIPE ELEVATIONSINVERT ELEVATIONS LOCATION AND INVERT OF EXIST'ING SEWER PRIOR TO CONSTRUCTION BASINCB CATCH UNLESS OTHERWISEI I I. RIGHTJB JUNC'nON BOX R/W BASINCONSTRUCT CATCH TYPE "A" DESIGNATION.- U2 CONSTRUCT PIPE SADDLE PER C.O.B. STD. SCP STREET CONSTRUCTION PLAN SECTION LETTER LOCATIONSAT IPIPES CENTERLINE» . ELEVATION363. TOP OF MANHOLE/TOP OF CLEANOUT . • •EXISTING Li SEWER LINEI I CONTRACTOR . VERIFY2 TO I EXISTING ITY STANDARDS —__ _—a EXISTING I i IS SHOWN STORM DRAIN I INOTIFY 77 S EXISTING SEWER THE OF ANY DISCREPANCIES. ENGINEER G CONSTRUCT SEWER MANHOLE s.„ MANHOLE Q I I . . TYPE PER . . I I I SEWER CLEANOUT EXISTINGCONSTRUCT I Call before 0 C.O.B.PER . . you . I ca Li Q 11 i ♦ zj C3 cn cs 5 co U + m + cFj L'i cn (n (A _j 11 _\X I b T R-rl—\ 7257 • z_jW 0 (j cn Ui cr_ W c) Az I F=O C4a p c;j m + X CN 99 CD r- + + 00 00 F5 W Lo 0 00 06 06 + + W (n < 0 CL Uj W r 5-m a NNW m— E-1. R/W ,.N89*46'55*W e ! JEWER 100OW. L*E 8 1 m SEWER 00 138.58 EX. 8" SEWER —S S U')• � . . .. . ......... ............. ........... %W 30. 0 0 S89-463 E8 11+00 N89*46"55"W 2X58' _0 0 _b 12+00 R/W __1 __ I . .. .. .. .. .. . .. . . . . . W ___F__mm W 80 WATEI Ek_8"*_W_ATER 011,11" >� cj a Q a Q C) M + cli N + + C4 cn W cn Z AITE _ANE SCALE: 1 40* STONETHW L 40 20 00 40' 80' (PRIVATE STREET) (STA. 10+00.00 C.L. TO 12+38.59 C#L.) SCALE: 1" = 40 HORIZONTAL SCALE: 1" = 4' VERTICAL INSTAU_ 100.00 LF OF 6*' PVC M-1AN-n AM 4 ~%or abZ ABBREVIATIONS CONSTRUCTION NOTES CL CENTERUNE SMH SEWER MANHOLE 360 CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE *$A" W 0 W INV INVERT SCO SEWER CLEANOUT to a 0 358 LO z z W02 Z z 0 0 OW-. 0 z 0 00 C3 w 0--! EXISTING SEWER. CONTRACTOR TO VERIFY 0 + 356 +;i MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 0 0 rn LO Of UNLESS OTHERWISE NOTED. U W - (n cn U 354 ;Iz� V) cn W JB JUNCTION BOX R/W RIGHT OF WAY a 2 SEC11ON DESIGN <xD CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 SCP STREET CONSTRUC11ON PLAN 0 352 AT LOCATIONS OF CROSSING PIPES WITH 350 CENTERLINE MONUMENT < z z 0 � 363•2-2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION M 348 EXISTING SEWER LINE offismammum im ) U3 346 W INVERT 6* SEWE R f" VERIFY LOCATION AND INVERT OF EXISTING 344 9+75 10+00 11+00 NMI#] 362 360 358 356 354 352 350 348 346 7A A 12+75 CAMERTON WAY SEE SHEET 4 Uj 0 -S 0 INTERSEC11ON Lj STA. 21+79.01 C.L HIGHGATE GREI LLJ W Uj STA. 12+62.17 C.L CAMERTON WAY (/) + HIGH PRESSURE < PG&E GASUNE CAMERTON WAY SEE SHEET4 CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. —W W WATER R N56'4,,!�26-W I z Lli Ld 23+00 LU G....... . . ............. = cn Uj LLJ Ui EX. 3e HIGH PRESSURE PG&E GAS UNE I— cn o 8r SEWER m Go R/W AII SCALE: 1 = 20' 34" PG&E HIGH 20' 10' 00 20' 40' PRESSURE GAS LINE (HIGHGATE GREENS DRIVE) (STA. 21+23.86 C.L. TO' 23+23.86 C.L.) SCALE: 1 R = 20' HORIZONTAL SCALE 1 9 = 20' VER11CAL 360 0WROXIMME ANISHEDD 360 WAUL 0, ULN I LMUNL 40 20 40 A' 350 350 0 Mr. r. W_ A 0 k-1119 0 0 Wm Fm 0 W. 0- 1 . W=m� 22+00 SECTION SCALE: 1 " = 20' • LEGEND: ABBREVIATIONS CONSTRUCTION NOTES CL CENTERUNE SMH SEWER MANHOLE �D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE *$A" W INV INVERT SCO SEWER CLEANOUT WITH 3.5" OPENINGS PER C.O.B. STD. D-14 REMOVE TEMP. CLEANOUT AND CONNECT TO SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN 00 EXISTING SEWER. CONTRACTOR TO VERIFY MH MANHOLE EXIST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE LO CB CATCH BASIN ELEV ELEVA11ON UNLESS OTHERWISE NOTED. ENGINEER OF ANY DISCREPANCIES. JB JUNCTION BOX R/W RIGHT OF WAY a 2 SEC11ON DESIGN <xD CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 SCP STREET CONSTRUC11ON PLAN 0 __q AT LOCATIONS OF CROSSING PIPES WITH pe) CENTERLINE MONUMENT < z z 0 � 363•2-2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION M W EXISTING SEWER LINE offismammum im ) U3 CONNECT TO EXISTING STORM DRAIN. CONTRACTOR W ---------- S f" VERIFY LOCATION AND INVERT OF EXISTING S CONSTRUCT SEWER PER CITY STANDARDS D EXISTING STORM DRAIN LINE SHEET WERE SEC11ON IS SHOWMN STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY Ld Lo + Rt THE ENGINEER OF ANY DISCREPANCIES. 0 CONSTRUCT SEWER MANHOLE "A" _j LAJ EXISTING SEWER MANHOLE U4 W c%j n n EXISTING SEWER CLEANOUT WATER STANDARDS AND SPECIFICATIONS FOR DOMESTIC Know what's below. cn EXISTING DRAIN MANHOLE WATER SYSTEMS. Call before dig. 0 PER C.O.B. STD. SW -6. you Q V) Lai LLJ VA':'PROXIMATE 1ADE-410-GE14 FINISHED IFTERVIURTIE--- INVERT e SEWER INVERT r SEWER NMI#] 362 360 358 356 354 352 350 348 346 7A A 12+75 CAMERTON WAY SEE SHEET 4 Uj 0 -S 0 INTERSEC11ON Lj STA. 21+79.01 C.L HIGHGATE GREI LLJ W Uj STA. 12+62.17 C.L CAMERTON WAY (/) + HIGH PRESSURE < PG&E GASUNE CAMERTON WAY SEE SHEET4 CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS LINE EXCEPT AT CROSSING. —W W WATER R N56'4,,!�26-W I z Lli Ld 23+00 LU G....... . . ............. = cn Uj LLJ Ui EX. 3e HIGH PRESSURE PG&E GAS UNE I— cn o 8r SEWER m Go R/W AII SCALE: 1 = 20' 34" PG&E HIGH 20' 10' 00 20' 40' PRESSURE GAS LINE (HIGHGATE GREENS DRIVE) (STA. 21+23.86 C.L. TO' 23+23.86 C.L.) SCALE: 1 R = 20' HORIZONTAL SCALE 1 9 = 20' VER11CAL 360 0WROXIMME ANISHEDD 360 WAUL 0, ULN I LMUNL 40 20 40 A' 350 350 0 Mr. r. W_ A 0 k-1119 0 0 Wm Fm 0 W. 0- 1 . W=m� 22+00 SECTION SCALE: 1 " = 20' • LEGEND: ABBREVIATIONS CONSTRUCTION NOTES CL CENTERUNE SMH SEWER MANHOLE �D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE *$A" INV INVERT SCO SEWER CLEANOUT WITH 3.5" OPENINGS PER C.O.B. STD. D-14 REMOVE TEMP. CLEANOUT AND CONNECT TO SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. EXISTING SEWER. CONTRACTOR TO VERIFY MH MANHOLE EXIST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE 0 CB CATCH BASIN ELEV ELEVA11ON UNLESS OTHERWISE NOTED. ENGINEER OF ANY DISCREPANCIES. JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-1 4. SEC11ON DESIGN <xD CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 SCP STREET CONSTRUC11ON PLAN SECTION LETTER AT LOCATIONS OF CROSSING PIPES WITH CENTERLINE MONUMENT CLEARANCE LESS THAN 12 0 � 363•2-2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION M W EXISTING SEWER LINE offismammum im ) U3 CONNECT TO EXISTING STORM DRAIN. CONTRACTOR ---------- S f" VERIFY LOCATION AND INVERT OF EXISTING S CONSTRUCT SEWER PER CITY STANDARDS D EXISTING STORM DRAIN LINE SHEET WERE SEC11ON IS SHOWMN STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 0 CONSTRUCT SEWER MANHOLE "A" Q EXISTING SEWER MANHOLE U4 CONSTRUCT WATER LINE PER SECTION 4.9.3 OF C.O.B. TYPE PER C.O.B. STD. SW -4 AND SW -5. EXISTING SEWER CLEANOUT WATER STANDARDS AND SPECIFICATIONS FOR DOMESTIC Know what's below. CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE WATER SYSTEMS. Call before dig. 0 PER C.O.B. STD. SW -6. you W z 0 U) W