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HomeMy WebLinkAbout1.2-7299 Ph 2LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX C&G CURB & GUTTER PA PROPERTY UNE SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EX/EXST EXISTING ELEV ELEVATION R/W RIGHT OF WAY FOC FACE OF CURB FL FLOW INE T.O.M. 36322 M m 0 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.Q.B. STD. SW -4 & SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 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 LINE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE STAMP AN 'S" INTO CURB FACE OVER EACH SEWER LATERAL C MULTIPLE UTILITY TRENCH Ck SEWER MAIN 4, R 5' ITYP. 5' Y Y TYP. m 3 60" �k TO 7' MAX. °° TYP. 190 MIN. 1 MIN. ON DEEP SEWER, SLOPE LATERALS ` TO LOT UNE SO THAT THE END OF LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION FINISHED STREET GRADE 36" TYPP.I ck R 4' WATERLINE Y J 3 9 SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND �Ic FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR U11UTY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN 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 OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. TO7'MAX. * U N I T U N 1T s , e a (NOT A PAitT) -' EVERToN AVENUE 3 � � T61 S1141 I 17 , U N 1 T PROJECT MAP SCALE: 1"=200' SHEET NO. INDEX INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. PEMBERLEY PASSAGE AVENUE 4. PEMBERLEY PASSAGE AVENUE (CONT.) 5. HIGHGATE GREENS DRIVE NOTES: 1. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. 2. SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN PLANS & TRACT 7299 OFFSITE MING AVENUE & HIGHGATE PARK STREET & STORM DRAIN IMPROVEMENT PLANS FOR EXISTING IMPROVEMENTS REFERENCED IN THESE PLANS. CITY OF BAKERSFIE'LD KERN COUNTY CALIFORNIA FOR V STING T NTATIV T ACT 7 'r to a (NOT A PART) ® s I 27 TRACT 7302 (NOT A PART) SEWER IMPROVEMENTS TOTAL 6" SEWER LINE 237 LF 8" SEWER LINE 1336 LF 4" LATERALS 345 LF STANDARD MANHOLE 8 EA STORM DRAIN IMPROVEMENTS TOTAL 18" DRAIN LINE 1017 LF 24" DRAIN LINE 191 LF CATCH BASINS 3 LF STANDARD MANHOLE 3 EA VICINITY MAP NO SCALE UNIT 2 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUC11ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STAIiNG THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 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 CORRECT DURING CONSTRUCTION. 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 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. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12--31-18 REVIEWED BY: 12= i Z01 I *? DATE ASSISTANT PUBLIC WORKS DIRECTOR BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: 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) PG&E GAS NOTES: CALL 811 (1-800-227-•2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON—U1IUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC'S TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER .IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 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. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION UNE. Know what's below, Cal I before you dig. N ,y M ? j > v 4 U O STOCKDALE T. 30 S., o R. 26 2 PROJECT SIT 0 w' � MING AVENUE m. mo IL 5m =o co 11 2 0 w Ix f- o Q � WHITE LANE 5 Q z M m 14 0 13 c OUTHERN PACIf1C RAILROAD VICINITY MAP NO SCALE UNIT 2 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUC11ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STAIiNG THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 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 CORRECT DURING CONSTRUCTION. 7 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 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. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12--31-18 REVIEWED BY: 12= i Z01 I *? DATE ASSISTANT PUBLIC WORKS DIRECTOR BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: 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) PG&E GAS NOTES: CALL 811 (1-800-227-•2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON—U1IUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC'S TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER .IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 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. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION UNE. Know what's below, Cal I before you dig. N ,y M ? j > v 4 U O -11 STANDARD NATES 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 CAU_ 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 N011FIED 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 U11UTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TiES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. U7IUTiES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTIU11ES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, DOES NOT MEET CURRENT STANDARDS, 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 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 -L THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "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. FIT11NGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WiTH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERiC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDA11ONS 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, 11, AND 111 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. 1.13. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WIELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25'C t3 ). PROAL INITIAL (PAR. 1..9.) TENSILESTRENGTH 2200 PSI MIN. 2100 PSi MiN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 20090 MIN. 2007o MIN. SHORE DUROMETER, TYPE D 1—SEC. 50-60 t5 (NTH 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 WILDING 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 UNER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE NTH SECTIO 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. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 590** 1 %** 190 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE—QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) iN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS 1N COLO WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHAH_ BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. iN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN iN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDiNG STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT DONT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 APPLICATION TO CONCRETE PIPE — SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PiPE. WHEREVER CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST—iN—PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR LITH A SUITABLE FORK UFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PiPE TUBES ARE FURNISHED, THESE ARE SHOP—WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED NTH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4—iNCH (100—MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4—INCH (100—MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT—SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1—INCH (25—MM) WELD STRIP. THE 4—INCH (100—MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT—SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USiNG 1—INCH (25—MM) WELD STRiP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE EN11RE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT—AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE ViSIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UN11L PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOW14STREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD—UP. I.H. APPLICATION TO CAST—iN—PLACE CONCRETE STRUCTURES — SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USiNG A MINIMUM NUMBER OF SEPARATE PiECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE UNING iS CHANGED OR THE NEW WORK IS BUILT TO JON EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC—LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATER{AL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP—W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE NTH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WALL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10—POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10—POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WIELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PiPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T—WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN—FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULING A GO—NO—GO 590 MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PiPE I.D. —(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN X (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WiTH SEVEN (7) MINIMUM. THE MiNIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SEC11ON OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE—ROUNDING WILL NOT BE ALLOWED. - PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN—CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND U11UTY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. iF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIViSION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TiMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THiS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND U11UTY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES 1N GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN—SITU MATERIALS. ACHIEVINGFIRM BEMING 6=W PIPE SP INGL.INE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PiPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY- IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILUNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL—SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL—SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POiNT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID 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 SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WIRITiNG BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIREC11ON OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA—HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKS ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLUNG, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WiTH SEC11ON 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPAC110N OF NOT LESS THAN IS SHOWN ON CiTY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPAC11ON FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE—EXCAVATED AND RE—COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PiPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER UNEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PiPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORMA CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PiPE SHALL NOT BE LAiD WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT iN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT 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 THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 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 CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED iN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PiPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE -SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STA110NING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF 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" 1N DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY UNE OR RiGHT—OF—WAY UNE WITH 30" OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY 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 UNE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SEC11ONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFlCAl10NS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PiPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT—SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS IiI WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FIT11NG TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAiD UN11L THE ENGINEER INSPECTS AND APPROVES THE COND111ON OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGiNEER. PiPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOiNT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT 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 THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 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 CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED/JACK 17. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE 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 THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOiD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT iS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE LITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF . SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CiTY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 18. ADJUS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TiME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS N0110E WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. Know what's below. 0111 before you dig. 111 �IIIIIIIII HIGHGATE GREENS DRIVE SEE SHEET 5 To UjN1T . s�, '� �J 2 x s`sFN ,:P . qy (NOT A PARTS(94 ♦♦ �� �•'?°�F ® ♦ e s >. ..-,♦ F sF ,� �x go 110 C2 :0,41 e 4v / _ � . , -00 20 ♦ e UIN IT � , s / / � I I I -" •1' �+ tax ♦ c� �• ♦ // .,A�t. I , 17 tt 18 ♦ �\ ♦ / / / II• 1 1 , 1 I U I 0 tJ - N �' tst COY`• ` �' Qr' G , 14 Jri / / \\ Ole J N°�'� 1 1160 _j N •� ��z 1 ` / 1 O'`00 / Q ♦ ♦♦ // N z -� W I N I a; 1 04 z' y ( U o 0 25 I9 ,fix pp04 s��9 y 4 N W v' C ycl..o / '9 l��OA COJ v t/7 N L`' " r: 1 ao a' �� 1•♦ 9 �� yG' F'%1 / o ai O cv" tti o Z N '� B 130:Cn V. ♦ / / ,, � P ago 0" 06 z ' aaos + 1 rn Goo Q to o + c t'� •- >, L' c� �Ft. Q'= .Q Y ,Z ♦ ♦ / l ��F,,�► W J, rJ�g Nfl/•. a 61.36 �'S• d' d+ d+' 1 ;�? , t 1 g + g c� -''� g O' FFy C1 Q / 4el)LA� ♦ � 3+16.54 R cr Q I o e a :-� •- R' ix \ (/� I„L{ CL / ` �(` Q r iR ♦ ST A. 1 +92 g3 26 _ a �3' ¢ ¢ �- �c < W I R I.- v~i / o 84 Lo J �/ . 12 Q. i- W cl) N OC ,/ - Z ,,, Z ♦ ♦ - ♦ `�� Q` �- S AN $( 37 LZ • cn cn cn cn - - - - P/� N - - - - - ,�9k4� RZ' y ' SF �c W w Q h F- Q Ff ♦ 9' ♦ EX. STORM DRAIN MANHOLE N0.-20 - �`A�O� 1 16• 5R - - _ �., ` STA. 10+21.65 C.L. 218.56 LT. \` i $?P• g3 �_ " 176.66' 1Q 2� 16 / N� JX _ M ¢ C� ♦ 13+02• FOC 22 44: E P CL / Z t °O Q O � �' STA. 10+21.65 DRAIN REMOVE EXST. PLUG & 3 ♦ STp• C&G FL R Sfi6' -'''r NB p1 RQa� a t �x�'i \ C.7 to �� \ / / CONNECT TO EXST. DRAIN STUB a '�''.�- 8 6.05 /� 18Ljvq10 .v / m = g r � 1001- r- to 8 SEWER E 2 '68• / ci t t L,,,1 w<t = C>% yCll. 18' DRAIN STA. 10+72.42 C.L. 186.59 LT. = ` DRAIN STUB N0. 7 0 �Y '' 8" S56'4549"E 1 5.22' S56'45'49"E 188.52 $fig�-'S" 2" Q cq t �'- W Q \ S56'4V49"E STA. 10+81.65 DRAIN '`--� STA. 12+89.51 C.L. 84.81 LT. = - M �' S� S S g - �' pRp1N / S'CA' ��/ 11 n 061 Q -- ------------ ---- " " sTfi-t3r+35:#i-BR`AtN------____ Uj 00 C '' 18 1g}40 _ Qi ------- " , " , o r� - O Cn 0.00 -_-_-- '18 D AiN S56 45 49 E 253.76 18 DRAIN S56 45 4 E 466.57 _ _ _ p _�. - -''"�' �/ gP`�� N 25� • , +i �"' -- _ W ♦ `- - _ _ _ _ _ _ _ _ ,mac+00 16+� r' 17+OX} _ _----' F / < FJ, v ��`�, • cj119 N N r C 7 --------------------- -------___________ __ __cp S56'45'26"E 199.72' _ �GP� i i _ Q > \ EASEMENT DEDICATED WITH STORM DRAIN MANHOLE NO 16 � � _ -I- - - - - -}- - - - - - - /,' 921 � • ` -- - ♦9k �• 3 at t LANDSCAPE _ <C w FINAL MAP FOR FLOWAGE STA. 12+79.13 C.L 57.25 LT. _ 14+� _._.. - " .� gyp,. F �- ,;; �t W ! _ O W \ ♦ ♦ AND DRAINAGE OVER PRIVATE STA. 13+35.41 DRAIN '� �" " B.C.-N3314 34 E RAD ,�1` pl. F j i LOT EX. 34 PG&E H.P. GAS PIPELINE SEE PG&E NOTE STA. 16+87.24, C. _Z G G G POCKET PARK G G G G G G G G G G , G G G G G G G G G G G G PO G G G G G G G,G \ G �.. G G G G ; G G _ L�2a1.03 E.C.-N33`14 34 E R " "' in C&G FL 40 STA. 14+87.5 C.L. 6 SEWER (SEE SHEET 4) _ 8" SEWER SEE SHEET 4)�� � w POCKET k� ,5� s- - . S S •r`--�- - S. Ex. 8' SEWER c ry Lij V' PARK Q �- Foc _ PA _ _ -- _ - - - - - _ �L _ _ EX. 8'° SEWER - - - - e _ _ _ _-------- - "� - - - -- �-• - - - 'j - - j- - t 20 PROPOSED PUBLIC SEWER EASEMENT ♦ (COMMON AREA) OVER PRIVATE SEWER LINE TO BE ♦ ♦ � RpO• 26' WIDE PRIVATE ACCESS/DRIVEWAY DEDICATED WITH THE FINAL MAP PEMBERLEY PASSAGE AVENUE EASEMENTS DEDICATED WITH FINAL IINCASE THE N THE FUTURE BECOMES PUBLIC ♦♦-----__ Oo .5�1°ix°6' (PRIVATE STREET -NORTH OF CENTERLINE) MAP' (STA. 10+21.65 C.L. TO 20+49.95 C.L.) 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 SCALE: 1" = 40' HORIZONTAL Wft 11+00 12+00 *NOTE: SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN PLANS & TRACT 7299 OFFSITE MING AVENUE & HIGHGATE PARK STREET & STORM DRAIN IMPROVEMENT PLANS FOR EXISTING IMPROVEMENTS REFERENCED IN THESE PLANS. PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34' PACIFIC GAS & ELECTRIC'S TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72' OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. 13+00 14+00 LES ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PA PROPERTY LINE FL FLOWLINE L-0- NI. .36_3.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 15+00 16+00 (STA. 10+21.65 C.L. TO 20+49.95 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 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 CENTERLINE EXISTING SEWER UNE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE 17+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: SECTKMI LETTER 2 SHEET WHERE SECTitN+i IS SHOWN CONSTRUCTION NOTES �j CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. 19+00 20+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 21+50 UNE TABLE LINE SIZE BEARING DISTANCE L1 8" S 11'48'15" W 10.00' L2 8" S 8719'01" E 10.00' 10.00 LE OF EXST. 279.97 LF OF EX T. INSTALL 195.22 LF OF 8" PVC 13EWER 0 0.25% INSTALL 188.52 LF OF 8" PVC SEWER 0 0.25% INSTALL 176.66 LL 8" PVC SEWER 0 0.25% INSTALL 172.41 LF OF fr PVC SEWER 0 0.25% 8" PVC SEINER 0 0.25 12" SEWER 0 -0. 5% �IIIII I CO Cn 3 W 0 ?.,, M Z W 1 o U' of to Z N .- LO s r to N Z cn 3t 2 N tC Oj Z Al N r r m W Alm Z W to W r A Ld ZV J •> Z Z �� Z� 00 Z >> ZZ J t10 00 0V) O _ J 00 .> � " J ZZ • - R%: v Z p dX "ZZ QV >Z Z Z _ 00 to ifs W m cl Q ' � Z M M Z to 0O0 Q to to X • 0 0 tj � t?> "14 d= APPROXIMATE NiSHED + M < dam' 6 Q 00 to M M W to to W . et d' d- + M \ 0•�' M v- •w M M to n w W U+ M ro cm VW) t j M 7.31• r - o• W ¢ J W W • > W W APPRO IMATE FINI ED �+.� • > Q w wW J J Oz > > a > > ' W ---. -- J ---- --- - -- - - - _ - _ V) V) w W J J W w GRADE 0 CENTERU E S W W J cn w w W O J J X 1a- J -!la W - 2 T.O.M. V) V) W WOO W W W V) wwiu 553 T,0•M. - - t 0 � �s,�• 6 -' `- - .., '- - .._. ,. _ APPROXIMATE (SHED �� - --._ ._ - I I REMOVE ISTING PL & CONNE,T TO EXST. NNV. EX 18" DRAIN INV. 187 DRAIN .•„ o IN . 8' SEWER " " ' _ _ _ - - - - - - _ ! I EX. 12 SEWER PER - - N INV. 1 "DRAIN INV. 8' SEWER JTRACT 7300 UNIT & 2 o INV. 8' VIER INV. 18' DRAIN INV. 8" SEWER & STORM D AIN *INV. EX. o z w m W J 18" z DRAIN m z N EX. 8" SEWER ER • • .. . 3 Q r 00 O d ! Z LU Z Z J �` Z w s A Q0 00 c)j d- r s N � R & STOR DRAIN ria x 00 as OD r 000D0 • P NS Q j j Z W • j �' '-' .- .- jj CJ Z j ' cQ Q O "w • > >• "Zz > > ZZ 4 0 " 00• 6 O NN N X� W W 0 O N" • v Cl to to 11'1" V) 04 T- M .= 0 in 0)N -¢ dM- -I- 't1143 Z N M F: jj OV j N'"'M +MM jj N Wj W WW ce W >W �jj WW W V) WW UJI 0.00 LF OF EXST. 18' U) W W L J V)) W w 39.90 OF EX. 18 RGJ-RCP 10 2.07% INSTALL 2 3.76 LF OF 18" RGJ-R 0 2.077, INSTALL 466.57 LF OF 18" RGJ RCP 0 0.11 INSTAIL 266.05 ff OF 18' R -RCP Q C.11% RGJ-R P 0 0.15% 7--t- Wft 11+00 12+00 *NOTE: SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN PLANS & TRACT 7299 OFFSITE MING AVENUE & HIGHGATE PARK STREET & STORM DRAIN IMPROVEMENT PLANS FOR EXISTING IMPROVEMENTS REFERENCED IN THESE PLANS. PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34' PACIFIC GAS & ELECTRIC'S TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72' OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. 13+00 14+00 LES ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB PA PROPERTY LINE FL FLOWLINE L-0- NI. .36_3.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 15+00 16+00 (STA. 10+21.65 C.L. TO 20+49.95 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 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 CENTERLINE EXISTING SEWER UNE EXISTING STORM DRAIN LINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT EXISTING DRAIN MANHOLE 17+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: SECTKMI LETTER 2 SHEET WHERE SECTitN+i IS SHOWN CONSTRUCTION NOTES �j CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9. 19+00 20+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 21+50 UNE TABLE LINE SIZE BEARING DISTANCE L1 8" S 11'48'15" W 10.00' L2 8" S 8719'01" E 10.00' SCALE: 1 is = 40' 40' 20' 0 40' 80' Know what's below. Call before you dig. �IIIII I 368 366 364 362 360 358 356 354 352 350 348 STU 1 346 344 342 3 40 rA_ SECTION 4 SCALE: 1" = 40' HORIZ. 1" = 4' VERT. -- - r�mm mm mm Vmm mm mm v v f11 i G G G G G t ; G G G G G G G �I I S 6» SEWER s 56'56'55»W 259.99 s 8» R N56'15'09 W 287.42'�� » . — s � .-4.� . g 8 SEi11 , - .., w s .... - 4 C PER TRACT 7302 PLANS ... 4 •�W Amu-- -- -- -- — --- 4 m m ix ck 4W °C to to 0 o "' ,`r STA. 20+23.98, C.L. 179.74RT.= C! ci Ii I vi i o d= �, N "' I u STA. 21+09.77# SEWER a CSN '`' I � I o I o :'-' + I o t o o Go t1 n, LANDSCAPE # I J o ori 1 Ki ` t6 N- t LOT _ 00 ( `r° I cmc t• t~i� 1 z `-� M N t W z • D: C3 V)6 Q v- $ I r�� c~n I I ci I c to CO m I x,acq 00 01 1 �� N z-' o •cWn 'c�r_. Zcli NN 9 1 ` mU t N w / LLJ V)NN 13 I 11 I I ��-�- 04 jg� Ngo; � N_/Vt�b1liNGr r12 I I i � cc 1CJ�Qa ++t ++ W: 1 26 WIDE PRIVATE ACCESS/DRIW-WAY ��' o f o EASEMENTS DEDICATED WITH FINAL �` c `' t c "' j MAP. . a a t i I 1 1 w 0 W cn t 20 PROPOSED PUBLIC erwm EASEMENT r7l V S -f e r4A r DED ATED WITH THE PRIVATE R FINAL MALINE TO P E .rte INCASE THE SEWER BECOMES PUBLIC PEMBERLEY PASSAGE AVENUE T RAr....T 7 0 0 IN THE FUTURE (NCYT A PART) (PRIVATE STREET—SOUTH OF CENTERLINE) (STA. 14+87.52 C.L. TO 19+68.12 C.L.) SCALE: 1" = 40' HORIZONTAL 368 366 364 362 358 360 I 358 OF Jim R J -RCP 0 0.11% 350 w 348 rn 346 UNLESS OTHERWISE NOTED. FUTU CONSTRUCT CATCH BASIN SI z zzuwi zz 342 344 340 342 338 > 336 J t. 0 O 00 00WZ Uj . _ Z >y? STUB &PUG < ,. rV_ C9 C MER wZZZ w w w -� a+ M STD. DET. D-9. Q D F- N N 11 O M M M m 0 CENTERLINE 01 t~n W W �, s O W W W 00c) W W W W •O� N .- 0 ci 00 00 00 J • Z J i �,. AP GRADE OXIMATE Fl 0 CENTERLINE cin+�* am. +++ Al. �51 �IIIIIIIII w Wt- & PLUG W¢ J_j to to 8' DRAIN !n (n W W INSTALL 1100 LF OF i i I, 8" PVCSE R 0 0.25 Ld INV. 18' DRAIN I V. FUTURE 1 ' DRAIN 40 rA_ SECTION 4 SCALE: 1" = 40' HORIZ. 1" = 4' VERT. -- - r�mm mm mm Vmm mm mm v v f11 i G G G G G t ; G G G G G G G �I I S 6» SEWER s 56'56'55»W 259.99 s 8» R N56'15'09 W 287.42'�� » . — s � .-4.� . g 8 SEi11 , - .., w s .... - 4 C PER TRACT 7302 PLANS ... 4 •�W Amu-- -- -- -- — --- 4 m m ix ck 4W °C to to 0 o "' ,`r STA. 20+23.98, C.L. 179.74RT.= C! ci Ii I vi i o d= �, N "' I u STA. 21+09.77# SEWER a CSN '`' I � I o I o :'-' + I o t o o Go t1 n, LANDSCAPE # I J o ori 1 Ki ` t6 N- t LOT _ 00 ( `r° I cmc t• t~i� 1 z `-� M N t W z • D: C3 V)6 Q v- $ I r�� c~n I I ci I c to CO m I x,acq 00 01 1 �� N z-' o •cWn 'c�r_. Zcli NN 9 1 ` mU t N w / LLJ V)NN 13 I 11 I I ��-�- 04 jg� Ngo; � N_/Vt�b1liNGr r12 I I i � cc 1CJ�Qa ++t ++ W: 1 26 WIDE PRIVATE ACCESS/DRIW-WAY ��' o f o EASEMENTS DEDICATED WITH FINAL �` c `' t c "' j MAP. . a a t i I 1 1 w 0 W cn t 20 PROPOSED PUBLIC erwm EASEMENT r7l V S -f e r4A r DED ATED WITH THE PRIVATE R FINAL MALINE TO P E .rte INCASE THE SEWER BECOMES PUBLIC PEMBERLEY PASSAGE AVENUE T RAr....T 7 0 0 IN THE FUTURE (NCYT A PART) (PRIVATE STREET—SOUTH OF CENTERLINE) (STA. 14+87.52 C.L. TO 19+68.12 C.L.) SCALE: 1" = 40' HORIZONTAL 368 366 364 362 rB_" SECTION q. SCALE: 1" = 40' HORIZ. 1" = 4' VERT. 358 356 354 352 350 348 346 344 342 340 338 336 360 358 356 354 352 350 348 346 344 342 340 338 336 33 358 360 356 358 354 356 352 354 350 352 348 350 346 UNLESS OTHERWISE NOTED. FUTU CONSTRUCT CATCH BASIN SI 348 344 346 342 344 340 342 338 340 336 rB_" SECTION q. SCALE: 1" = 40' HORIZ. 1" = 4' VERT. 358 356 354 352 350 348 346 344 342 340 338 336 360 358 356 354 352 350 348 346 344 342 340 338 336 33 CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE -A if WITH 3.5' OPENINGS PER C.O.B. STD. D-14 ® CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. MANHOLE TYPE.'A' PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCT CATCH BASIN TYPE »A» PER C.O.B. STD. D-14. SECTION DESIGNATION: ® CENTERLINE MONUMENT SECTi{ A - - - CENTERLINE - 2 APPROXIMATE FINISHED MEET WERE SECTION IS SHOWN EXISTING STORM DRAIN UNE STUB &PUG CONSTRUCTION NOTES ,. EXISTING SEWER MANHOLE 8' SE MER CONSTRUCT PIPE SADDLE PER C.O.B. EXISTING SEVER CLEANOUT STD. DET. D-9. s' 11 IV. s» SEWS WER -' GRADE 0 CENTERLINE W �-- N .- 0 ci 00 00 00 J • Z J �,. AP GRADE OXIMATE Fl 0 CENTERLINE cin+�* am. +++ Al. �51 �IIIIIIIII w Wt- JJ W¢ J_j to to W W !n (n W W INSTALL 1100 LF OF 8" PVCSE R 0 0.25 Ld rB_" SECTION q. SCALE: 1" = 40' HORIZ. 1" = 4' VERT. 358 356 354 352 350 348 346 344 342 340 338 336 360 358 356 354 352 350 348 346 344 342 340 338 336 33 4 14+50 15+00 16+00 lea ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB P/L PROPERTY LINE FL FLOWLINE T:O.NJ• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE »A' PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 17+00 18+00 (STA. 14+87.52 C.L. TO 19+68.12 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 19+00 1 11 -- - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE -A if WITH 3.5' OPENINGS PER C.O.B. STD. D-14 ® CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. MANHOLE TYPE.'A' PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCT CATCH BASIN TYPE »A» PER C.O.B. STD. D-14. SECTION DESIGNATION: ® CENTERLINE MONUMENT SECTi{ A - - - CENTERLINE - 2 APPROXIMATE FINISHED MEET WERE SECTION IS SHOWN EXISTING STORM DRAIN UNE CONSTRUCTION NOTES ,. EXISTING SEWER MANHOLE CONSTRUCT PIPE SADDLE PER C.O.B. EXISTING SEVER CLEANOUT STD. DET. D-9. EXISTING DRAIN MANHOLE GRADE 0 CENTERLINE 0�• - _ �� • �,. AP GRADE OXIMATE Fl 0 CENTERLINE 1SHED Al. �IIIIIIIII - - • 8' WA R �Q • & CONNECT T EX. ' 8» SEWER TUB I V 8' S IN EX. Ir SEWER_ ~ �o INV. » N t ,: » SEWER PER EX. SE M TRACT 7302 UNIT 1 & M n o; cz w 3 D i 00 Uj � 3 • 3 w WER & STORM DRAIN • V) Z -j Q• OD CD aN- a 00 00 00 0000 C U } Z ZZ 3U Z Z ZZ jl'i-W Z w c4 00 w w 04 Pw 103:>Z 04 00 10 I Z Q tp + � Z a O N c� �o to M L6 to o to to Li to M d• d' d• d' m�,.,W Ld toa v- > t_ U (nW W W JJ X¢ JJ -q m JJ (n wW w� W WWW t- Ww INSTALL 259.99 LF OF 6' PVC SEWER 0 -1. INS 287.42 LF OF 8 VC SEWER -0.25 8' SEWER 0 0.25% �� -0.257 4 14+50 15+00 16+00 lea ABBREVIATIONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EX/EXST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY C&G CURB & GUTTER FOC FACE OF CURB P/L PROPERTY LINE FL FLOWLINE T:O.NJ• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE »A' PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. 17+00 18+00 (STA. 14+87.52 C.L. TO 19+68.12 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 19+00 1 11 -- - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE -A if WITH 3.5' OPENINGS PER C.O.B. STD. D-14 ® CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. MANHOLE TYPE.'A' PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCT CATCH BASIN TYPE »A» PER C.O.B. STD. D-14. SECTION DESIGNATION: ® CENTERLINE MONUMENT SECTi{ A - - - CENTERLINE - 2 EXISTING SEVER LINE MEET WERE SECTION IS SHOWN EXISTING STORM DRAIN UNE CONSTRUCTION NOTES ,. EXISTING SEWER MANHOLE CONSTRUCT PIPE SADDLE PER C.O.B. EXISTING SEVER CLEANOUT STD. DET. D-9. EXISTING DRAIN MANHOLE 360 358 356 354 352 350 348 346 344 342 340 338 336 334 21+00 T RA C7 7 0 .2-a WO7' A PART) *NOTE: SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN PLANS & TRACT 7299 OFFSITE MING AVENUE & HIGHGATE PARK STREET & STORM DRAIN IMPROVEMENT PLANS FOR EXISTING IMPROVEMENTS REFERENCED IN THESE PLANS. PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC'S TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 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. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. SCALE: 1 " = 40' 40' 20' O' 40' 80' 1 617 1 Know whafs below. 0111 before you dig. 1 �IIIIIIIII PEMBERLEY PASSAGE AVENUE SEE SHEET 3 & 4 `N N` NN it 20 PROPOSED PUBLIC SEWER EASEMENT , to OVER PRIVATE SEWER LINE TO BE ��\ 11 / LANDSCAPE _ _j y '; (N07 A fAR7) DEDICATED WITH THE FINAL MAP �,� `� �, LOT �Q t , IT_, z N ►- �-- u INCASE THE SEWER BECOMES PUBLIC �^ o "' _� ''� ,..: IN THE FUTURE �� �`�` S ° � '� •- a '' '� t U IN I ♦ `�' ��'� yp�p l o a0 o / 2 0 Z `� 1- �2 'p� t ,� �c U ,o c� in 2 Sc, �N\ J2�S x9�g JSti 4 + + I� M t j m N <¢j t-: O ^ ! Nci g 0 M ~ vim- d+• Q U - '' ! _ VT I -A ` ':� , T r 1\1 A/T I V E. *-" sal f w y `�--- _ _P/� i vii9 Or 155 c>`Ir �' o ^' r Q y if 3i ai:� COOO 00 CO I C&G FL TRACT 730? `' 6v FL � 24" l > C&� EX. 8" . �' " ORAIN ,�� Q > 1.3 A_24 DRAIN S05'52'03"E 132.77 �y3'05" (N 01 A PART � / � Q�- 'ri «E 118 334 a EX. - - ----- --a --- _ _ 57 64 UD TO BE 1 j4" STEEL PL i ` 0�0 Q, SOE R S2p 42 - F 13 24 D - N07'4347"W _ _ e _ ' FUTt1R f 1 �j-00 FASTENED TO CMP WITH 3j8" /e�> ,y ■ $ +00�._----- �� E X3.89' L6 S EX. 8"S�� �- _ - 1 2'�N TU RIVETS, SPOT WELD, OR TACK •" ' 'NOQ 13 " WELD AT AT 1/8 POINTS OR BETTER. �,yo ►� i EX. 8"S „ S N11'0815 W 157.26 / S s '05 E--- - .' �' 8 FUTURE 8" f PROVIDE 1 - 12"x3.5'>> PGS Etr C&G FL' OPENING ORIENTED '�` ,,'�' 11 '' z TOWARD THE DITCH /Q� k�p� z I $ WATER WITH 1/2- DIAMETER i 1'�X .�`'� c.,'� o M W BARS NOT MORE �'' 11 11. to Ngo m_ 1� - - - - - - - - -- - THAN 2" O.C. �,' �g� 11. P�" - _j W a $ �` �� � P/L co WoolM OC Q af ?> ce DIG 6* DEEP `b 'bti �> i ''� o m z : U-jm In n sl- _ W 3 00 CIRCULAR DITCH / '\� -� z v ' N s z J ^ , w ' + t .- V LL' M 41 CJ �' ...1 ,` �/ .tW .J W w0 W C9 t N 2�N to nCj O w O� r, o. AROUND PERIMETER G v U w C) `ci PO z g „�� -r w tci a w `� oo z -1 W "' -' c>; ¢� .40 FG OF TEMPORARY RISER ✓ �.5�4• Q = N w N 8' �' N _ N _ -' Z n � i� as c3 cn u c to • •- ip cpm O to �- ei• W 00 ! D ac 00 h = CA 4 c; Z ' � dp .J J 1 Z m ' M ..J et til O .' AA INLET TO ALLOW FOR ,� r��->/ w 04 W r i �n �i 0+ + + + m + + 0 C3 t car ,* ^o O � 00 00000 � � 1 SURFACE WATER �� Q> ®' + N + ± ± + z ;`� � � A q 1 1 .�. Mcn + Q COLLECTION / '- i ' ' '� T a s m y i CL �3 J +Uc v ! z �• UQQQ t vo �._1-r-'s' �m m•-`- ! t,,� . r- W 1- r- w r- cn cn cn �/ J J N m¢ N to N t~n W en to N to cn N i _.... M t N to .- •- APPLY GROUT 5 t- 2 8 "' tet-- r P/L 1 P/L P CM24" RGJ-RCP a. DRAIN UNE PEMBERLEY PASSAGE AVENUE SEE RIGHT AND SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN PLANS ?> K," HIGHGATE GREENS DRIVE `*- •APPLY GROUT CMP RISER INLET - DETAIL "1" SCALE: NONE q SWALE i 0.5' 1 0.5' SLOPE TO DRAIN; �-- 6" COMPACTED SUBGRADE TO 90% TEMPORARY DITCH - DETAIL "2" SCALE: NONE PIPE LINE TABLE UNE SIZE BEARING DISTANCE L1 8" N 54'12'05" W 19.19' L2 8" N 20'42'06" W 10.00' L3 24" N 5'52'03" W 10.00' L4 8" N 11'08'15" W 10.00' L5 8" N 0'13'05" E 10.00' LINE TABLE LINE BEARING DISTANCE L6 N 7'4347" W 47.05' 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 (PRIVATE STREET) (STA. 11+33.81 C.L. TO 14+94.10 C.L.) SCALE: 1" = 40' HORIZONTAL 12+00 13+00 14+00 (STA. 11+33.81 C.L. TO 14+94.10 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 15+00 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 15+75 25 t 26 tj: "ml 0 .N- M N 0 -0.16% ,re) -4-4 11 wI Z 10.00 OF EX. 4" t>�' ul� �W J INSTALL 57.64 ff OF 24" d'N •j00 00 3 W Zcn 0M� 'Mj00 CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" 00 RGJ- CP 0 0. INSTALL 132.7 LF OF 2 " RG%J-RCP 0 0.50% R J -RCP 0 .177. ..� '>W> O UNLESS OTHERWISE NOTED. MH MANHOLE EX/EXST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ji -i -- PG&E GAS NOTES: w d, - -- - . W J - Z UNLESS OTHERWISE NOTED. V- p z `� i� M M P W 0 J CONSTRUCT CATCH BASIN TYPE A PER C.O.B. STD. D-14. + D 00 W j- W Of j �0 0::+ 1- V)> to M j �t' d' to N '>> Q V _ CL J W > F J -i- _j 0WJ U 0W W(n 00 ZoW 0) CENTERLINE j_ C; ZN ANY UNDERGROUND STRUCTURE SHAM MAINTAIN A MINIMUM OF 7 FT. M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION N 2 (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. 11 EXISTING SEWER UNE SPIFFY WHERE SECii�l IS SNOWI�1 OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & Z d' _ EXISTING STORM MAIN UNE ELECTRIC'S TRANSMISSION UNE. ADDITIONALLY, NO LESS THAN 72" OF Z CONSTRUCTION NOTES COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -`' INV.E XST.I 1 AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE -5. Z,- a _ N N > what's " " INV. 8 DRAIN CONSTRUCT SEWER CLEANOUT _3 © N 0 m+ O J Z> before you dig. EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE l INV. 18" DRAIN W W WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING = ZU» r w TRANSMISSION UNE. 4 n -7 n n n r% L. n vwi a Or` d• •� _ 0- 1- Q H-- t_' Q _Z Q CO N 1-- �O d �, 0 irM­16 tV 0U O APP XIMATE FIN ED r "� M �> N GRA CENTER NE a J W W O Q W j cn o X h•- W J m N m WGi _jw o U V) APPROXI ATE FINISH - ` J `- ._._ .> s� .�0• • (MADE 4 CENTERLINE. > 51.0 I ISTUB & PLL G 8" SEWER 0 ACT � " � � CMP RISER BOUNDARY (SEE DETAIL 1 8" WATER J -- _ • • - ._ INV. FUTURE 8" SEWER INV. SEWER INV. 8 SEWER_ .. - ' iI 1 INV. "SEWER *INV. Fes-' EX. 8" *IN . EX. 12" *INV. EX. 8" INV 24" DRAIN I V. FUTURE $£ M SEWER m ~ 4" DRAIN �W z cn 00W ZInCn In 3Z ~N 00 m r 00 00 D OD 00 w T- � to N 00 N °° 4 OD Co. CO 00 00 CL'>' J '» �>�' �� ;U >�' . 0 >z W 0 >'>>Ziro-VIS �> z ' `> °',ci ! W Z d' d' C) p) 0) � cn d.w C! 00 Q ._� g. w O O v- Q w ���W�-- 0) O C14 W in N - to w N O = w 1• w m m w O to tt7 to Ln 0 d. d. 6 6 W X m W d' N N tp to to O d3 uj � �t m ^ 01 OR � X 0 W >; to O N to Z Q ttj � 1e Cn tci + d- v- + W 1- + cn + d - Z O •» =M » m� m� v- >j Q W MMj U) •» W Cn MMM>ZOW�- '> WWW-rttlWOFa-LJ Z '> W > W > I W WW -i J Q WW -1 J Z W WW 1- _j -r WW� X -1 _3 W XLLJ JW-rwmmUv) J Wa J WaJ LL m WW WW WX Cn WW W WW W Cn W (A W LL I INSTALL 19.19 LF OF IN TALL 118. LF OF 10.00 LF OF EX. 8" 54.31 LF EX. 12" F OF 1jo=R EX. 8" INSTA 10.00LFOF8" -0.25 8 SEWER � -0.25% SEWER -0.25% SEWER 0 -0.15% .25% INSTALL 157.26 LF F 8" SE 0 0.25% 8" ®O,2 12+00 13+00 14+00 (STA. 11+33.81 C.L. TO 14+94.10 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 15+00 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 15+75 25 t 26 tj: "ml 27 1 28 1 29 IE s i UNIT i -� I INTER ST SOMERSET STREET SEE 7299--1 PLANS I I 3 1 1 I bf LU t O mw A. 28+t,J. I J %O.L. rEMOCKLC T rt%zQAvt UNI I = + + cn T t 1 STA. 10+00.00 C.L. SOMERSET STREET CNT 1 ¢ NN�WI U � � Q LOI 1 C:0 cn U) Z n PA FOC � i C&G FL EXIST. 12" SEWER S s I GALS �} EXST• 12" SE R _ 25+00 _ S89'46'55"E -X�26+00 - - - 27+10 - - - - 28 - - �- E.C.-SO11SO5"E RAD. - - _ EX. 18" DRAIN EXIST. 18" DRAIN STA. 25+25.68, C.L. EX. 18" DRAIN Sol '04!50"E 4442' N77'5531"W 38.49 E�(�S7: 36" DRAIN pg T- .3 - __= 3 - E�ST' Q- 8 WATER M P/L • p� N to II M M > 4O � -i il, 1+.1 1= g a� z v LL: > w N X t •a z Z 7A 06 W -J W ' t m / a NNgcn a 1 1In t �t to O Q<:cr O Law ANN ' t o v) En Z O I EXISTING PRIVATE DRAINAGE SUMP PEMBERLEY PASSAGE AVENUE (PRIVATE STREET <_1 (STA. 25+09.56 C.L. TO 25+49.18 C.L.) SCALE: 1" = 40' HORIZONTAL 364 362 360 358 356 354 352 350 348 346 344 342 340 0 .N- M N 0 -0.16% ,re) -4-4 11 wI Z v 1 w l rn t>�' ul� �W J 27 1 28 1 29 IE s i UNIT i -� I INTER ST SOMERSET STREET SEE 7299--1 PLANS I I 3 1 1 I bf LU t O mw A. 28+t,J. I J %O.L. rEMOCKLC T rt%zQAvt UNI I = + + cn T t 1 STA. 10+00.00 C.L. SOMERSET STREET CNT 1 ¢ NN�WI U � � Q LOI 1 C:0 cn U) Z n PA FOC � i C&G FL EXIST. 12" SEWER S s I GALS �} EXST• 12" SE R _ 25+00 _ S89'46'55"E -X�26+00 - - - 27+10 - - - - 28 - - �- E.C.-SO11SO5"E RAD. - - _ EX. 18" DRAIN EXIST. 18" DRAIN STA. 25+25.68, C.L. EX. 18" DRAIN Sol '04!50"E 4442' N77'5531"W 38.49 E�(�S7: 36" DRAIN pg T- .3 - __= 3 - E�ST' Q- 8 WATER M P/L • p� N to II M M > 4O � -i il, 1+.1 1= g a� z v LL: > w N X t •a z Z 7A 06 W -J W ' t m / a NNgcn a 1 1In t �t to O Q<:cr O Law ANN ' t o v) En Z O I EXISTING PRIVATE DRAINAGE SUMP PEMBERLEY PASSAGE AVENUE (PRIVATE STREET <_1 (STA. 25+09.56 C.L. TO 25+49.18 C.L.) SCALE: 1" = 40' HORIZONTAL 364 362 360 358 356 354 352 350 348 346 344 342 340 rA_" SECTION 5 SCALE: 1 " = 50' H ORI Z. 1" = 5' VERT. 364 362 360 358 356 354 352 350 348 346 344 342 340 *NOTE: .42 LF OF " 18 EX. 38.49 LF OF EX. 4 " 0 -0.16% lu 0 0.13% SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN LEGEND: rn Z F- W d'N •j00 00 3 W Zcn 0M� 'Mj00 CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" Q � t>• � 00O � N WITH 3.5' OPENINGS PER C.O.B. STD. D-14 _j� 'W> ZV >>> j ..� '>W> O UNLESS OTHERWISE NOTED. MH MANHOLE EX/EXST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ji -i -- PG&E GAS NOTES: w d, - -- - . W J - Z UNLESS OTHERWISE NOTED. V- p O `� i� M M P W 0 J CONSTRUCT CATCH BASIN TYPE A PER C.O.B. STD. D-14. + D 00 W j- W Of j �0 0::+ 1- V)> to M j �t' d' to N '>> d')• D to + `` W cn Q W •�a> S U Q CL J W > F J -i- _j 0WJ U 0W W(n W AJWW ZoW -_ -_ CENTERLINE j_ 3505 T. ANY UNDERGROUND STRUCTURE SHAM MAINTAIN A MINIMUM OF 7 FT. M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. 11 EXISTING SEWER UNE SPIFFY WHERE SECii�l IS SNOWI�1 OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & s CONSTRUCT SEWER PER CITY STANDARDS -__ _ ..____ _... _ EXISTING STORM MAIN UNE ELECTRIC'S TRANSMISSION UNE. ADDITIONALLY, NO LESS THAN 72" OF CONSTRUCTION NOTES COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -`' INV.E XST.I 1 AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE -5. 12 STD. DET. D-9. what's " " INV. 8 DRAIN CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE I ( before you dig. EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE l INV. 18" DRAIN rA_" SECTION 5 SCALE: 1 " = 50' H ORI Z. 1" = 5' VERT. 364 362 360 358 356 354 352 350 348 346 344 342 340 *NOTE: SEE TRACT 7300 UNIT 1 & 2 SEWER & STORM DRAIN LEGEND: PLANS & TRACT 7299 OFFSITE MING AVENUE & ABBREVIATIONS HIGHGATE PARK STREET & STORM DRAIN IMPROVEMENT CL CENTERLINE SMH SEWER MANHOLE -_ 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" PLANS FOR EXISTING IMPROVEMENTS REFERENCED IN INV INVERT SCO SEWER CLEANOUT WITH 3.5' OPENINGS PER C.O.B. STD. D-14 THESE PLANS. SD STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN UNLESS OTHERWISE NOTED. MH MANHOLE EX/EXST EXISTING MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS PG&E GAS NOTES: CB CATCH BASIN ELEV ELEVATION UNLESS OTHERWISE NOTED. CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT JB JUNCTION BOX R/W RIGHT OF WAY ,�, CONSTRUCT CATCH BASIN TYPE A PER C.O.B. STD. D-14. SECTION D SGNATION: INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF C&G CURB & GUTTER FOC FACE OF CURB LEnIER UNDERGROUND UTILITIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, P/L PROPERTY LINE FL FLOWJNE ® CENTERUNE MONUMENT GRADE, GRADE, OR EXCAVATE. - - - CENTERLINE - ANY UNDERGROUND STRUCTURE SHAM MAINTAIN A MINIMUM OF 7 FT. M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. - - - - EXISTING SEWER UNE SPIFFY WHERE SECii�l IS SNOWI�1 OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & s CONSTRUCT SEWER PER CITY STANDARDS -__ _ ..____ _... _ EXISTING STORM MAIN UNE ELECTRIC'S TRANSMISSION UNE. ADDITIONALLY, NO LESS THAN 72" OF CONSTRUCTION NOTES COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -`' EXISTING SEWER MANHOLE CONSTRUCT PIPE SADDLE PER C.O.B. Know below. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE -5. EXISTING SEWER CLEANOUTO STD. DET. D-9. what's " USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE® CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE SCALE: 1 = 40' Call before you dig. EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PER C.O.B. STD. SW -6. 40' 24' O' 40' 80' PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING 6 1 TRANSMISSION UNE. 4 n -7 n n n r% L. n