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HomeMy WebLinkAbout1.2-7239r MULTIPLE UTILITY TRENCH 4 Type I V J 5' MIN. I of 60" TO 7' MAX. ° TYP. Oil 1 X MIN. LEGEND.0 ABBREVIATIONS CL C CENTERLINE INV I INVERT SD S STORM DRAIN M H M MANHOLE CB C CATCH BASIN JB J JUNCTION BOX SM H S SEWER MANHOLE r SCO S SEWER CLEANOUT SDMH S STORM DRAIN MANHOLE EXIST E EXISTING ELEV E ELEVATION R/WI► R RIGHT OF WAY T. 362— T TOP OF MANHOLE TOP OF CLEANOUT ELEVATION CONSTRUCT SEVER PER CITY STANDARDS • s C S C CONSTRUCT SEWER MANHOLE TYPE A PER C.O.B. STD. S -7. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S -20. CONSTRUCT STORM DRAIN PER CITY STANDARDS �p C CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S -7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S -12. ..► W WATER LINE PHASE BOU N D AR Y ... ..� TRACT BOUNDARY Ck SEWER M AIN 5� Type ON DEEP SEWER, SLOPE LATERALS ` `---� TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. FINISHED STREET GRADE ck R 4, WATERLINE �3 36" Type ■ . `• I 0 1 MIN. ,..- opoop 00-1" — r� rte` r -r SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION *TOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEXIER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 {DR 14 PER AW11itA 0900} PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 5' MIN. TO 7' MAX. UMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS TOTAL f" SEWER LINE 325 LF 8" SEWER LINE 1426 LF 4" LATERALS 1651 LF STANDARD MANHOLE 5 EA SEWER CLEAN OUT 2 EA STORM DRAIN IMPROVEMENTS TOT L 18" STORM DRAIN LINE 225 LF STORM DRAIN MANHOLES 1 EA CATCH BASINS 2 EA P' 1 VICINITY MAP N.T.S. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND ST ORM DRAIN PLANS FOR VESTING TENTATIVE TRACT NO. 7239 INDEX OF SHEETS SHEET TITLE 1. COYER SHEET 2. NOTES 3. WHITE RAPIDS WAY &WATERFALL LANE 4. QUIET CREEK WAY 8c LITTLE BROOK STREET 5. ROARING RIVER AVENUE & ELKHORN CREEK LANE NOTE*-, 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24, HOURS NOTICE. TELEPHONE 326 -3049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS do STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSnELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT —OF —WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT —OF —WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 0000*09 00 op 13 14 4K '► 16, W 13 12,.� --''•- 14 .- 13 KEY MAP scnuE: ," = 200 i 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. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE AND ArtNgANY ERRORS, OM�IONS. OR VIOLATIONS OF THO O INANC STANDARDS AN ,bE`ISIGN CRITERIA SHALL BE C RECTE DU CO TRUCTION. APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 EXP. 6 -30 -14 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12- 31--15 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR BASIS OF BEARINGS: THE BEARING OF N. 88052'30 W.- SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 19 T. 30 S., R. 26EC, ON TRACT NO. 6030 PHASE B. ON K.C.S. FI LED MAP BOOK 47, PAGE 184 WAS USED AS THE BASIS BEARINGS SHOWN HEREON. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ELKHORN CREEK LANE AND ROARING RIVER AVENUE. ELEVATION = 357.42' (CITY DATUM PER TRACT 5999 PHASE 3 MONUMENT ELEVATION MAP) LEGAL PLEbumir l is ALL THAT PORTION OF PARCEL B AND C OF LOT LINE ADJUSTMENT NO. POO -0690 AS EVIDENCED BY A CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 2, 2001 AS DOCUMENT NO. 0201014494 OF OFFICIAL RECORDS, BEING AN ADJUSTMENT OF PARCEL 1 OF PARCEL MAP 10334 RECORDED OCTOBER 10, 1996 IN BOOK 48, PAGE 82 OF PARCEL MAPS, AND THAT PORTION OF PARCEL 2 OF PARCEL MAP 10403 RECORDED APRIL 2, 1999 IN BOOK 50, PAGE 104 OF PARCEL MAPS, BEING IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. DATE t4 DIG ALERT Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA _a rm 'VEER 1 , M A �` Q M U z0 a P' 1 VICINITY MAP N.T.S. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND ST ORM DRAIN PLANS FOR VESTING TENTATIVE TRACT NO. 7239 INDEX OF SHEETS SHEET TITLE 1. COYER SHEET 2. NOTES 3. WHITE RAPIDS WAY &WATERFALL LANE 4. QUIET CREEK WAY 8c LITTLE BROOK STREET 5. ROARING RIVER AVENUE & ELKHORN CREEK LANE NOTE*-, 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24, HOURS NOTICE. TELEPHONE 326 -3049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS do STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSnELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT —OF —WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT —OF —WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 0000*09 00 op 13 14 4K '► 16, W 13 12,.� --''•- 14 .- 13 KEY MAP scnuE: ," = 200 i 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. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE AND ArtNgANY ERRORS, OM�IONS. OR VIOLATIONS OF THO O INANC STANDARDS AN ,bE`ISIGN CRITERIA SHALL BE C RECTE DU CO TRUCTION. APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 EXP. 6 -30 -14 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12- 31--15 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR BASIS OF BEARINGS: THE BEARING OF N. 88052'30 W.- SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 19 T. 30 S., R. 26EC, ON TRACT NO. 6030 PHASE B. ON K.C.S. FI LED MAP BOOK 47, PAGE 184 WAS USED AS THE BASIS BEARINGS SHOWN HEREON. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ELKHORN CREEK LANE AND ROARING RIVER AVENUE. ELEVATION = 357.42' (CITY DATUM PER TRACT 5999 PHASE 3 MONUMENT ELEVATION MAP) LEGAL PLEbumir l is ALL THAT PORTION OF PARCEL B AND C OF LOT LINE ADJUSTMENT NO. POO -0690 AS EVIDENCED BY A CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 2, 2001 AS DOCUMENT NO. 0201014494 OF OFFICIAL RECORDS, BEING AN ADJUSTMENT OF PARCEL 1 OF PARCEL MAP 10334 RECORDED OCTOBER 10, 1996 IN BOOK 48, PAGE 82 OF PARCEL MAPS, AND THAT PORTION OF PARCEL 2 OF PARCEL MAP 10403 RECORDED APRIL 2, 1999 IN BOOK 50, PAGE 104 OF PARCEL MAPS, BEING IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. DATE t4 DIG ALERT Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA _a rm 'VEER 1 , M A �` Q M U z0 a STANDARD NOTES � : ~ww_ 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SULFURIC ACID 20%** INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL SUPERVI PLETE INSTALLATION. SODIUM HYDROXIDE 5X BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR AMMONIUM HYDROXIDE 5%** AP —W WiTH POWER PACK OR APPROVED EQUAL} WITH UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS { } NITRIC ACID ix** THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. L FERRIC CHLORIDE 1% L ix SOAP 0.1% ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCiTVE PROBING METHOD. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS QETERCENT 0.1� ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL {LINEAR ALKYL BENZYL SULFONATE OR LAS OCCURRED. SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7- 2.03(1.E) PARR. AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY BACTERIOLOGICAL BOXY NOT LESS THAN 700 PPM 8 ABOVE. EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY L EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY * 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 THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF FORMULATIONS ARE CHANGED. INCHES (50 MM} BELOW THE LINER TO PROVIDE A TAB. A 10 —POUND (5 KG) PULL THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION- THE CONTRACTOR * *VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. WILL BE APPLIED TO EACH-! TAB. THE FORGE WILL BE APPLIED NORMAL TO THE FACE OF SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER UNING THE WELDING STRIP WILL BE HELD AGAINST lI-IE CONCRETE DURING APPLICATION OF THE FORCE. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 1.0. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS MALI BE A 10 —POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER UNES THAT SAME MATERIAL AS THAT OF THE LINER MALL BE INTEGRALLY EXTRUDED WITH THE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE SHEET. AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR OF SHEETS IN COLD WEATHER AND THE YIELDING OF ALL JOINTS, SHALL BE DONE !N THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM TO TRENCHING. CROSSING UTILITIES SHALL BE QAYLIO�iTED AND CHECKED FOR GRADE, ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, {CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. ETC.} THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED THE PLANS. AS DIRECTED BY THE CITY ENGINEER. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL PIPE TRENCH CL.ASSIFICAiION. RCP CLASS IV SHALL BE INSTALLED PER ASTM "Co. WITH THE LONGITUDINAL AXIS OF THE PIPE. TRENCH DESIGNATION RCS' CLASS V SHALL BE INSTALLED PER ASTM TRENCH ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE DESIGNATION nDo. REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST —fi, THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. EXCEPT AS NOTED ON PLANS. . LACING 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 STANDARD FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: THE FOLLOWING CITY OF BAKERSF[ELD STANDARDS USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH I SHALL BE CONSIDERED PART OF THESE PLANS: INSIDE SURFACE. IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM S -6, S -7, S -8, S -9, S -10, S -11, . S -12, S -20, S -22. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN TO ASTM D 3212 AND ASTM F 477. A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM VC= INSTALLATION HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE F -679 {T— WALL }. CER11FICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE CONCRETE. ENGINEER. MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY IN REMOVING FORMS, CARE SHULD BE TAKEN TO PROTECT THE LINING FROM SHOULD TO CURRENT ASTluI SPECIFICATION C -700 AND MALL BE INSTALLED IN DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER S CONFORMANCE WITH THE PROVISIONS SECTION 71 OF THE STANDARD SPECIFICATIONS SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASTM 0 2321 "UNDERGROUND INSTALLATION OF llul T TRANSPORTATION, TAlST CURRENT EDITION OF THE STATE OF CALIFORNIA, DEPARTMENT OF A OR BE PULLED, WITHOUT TEARING THE UNING, AND THE RESULTING HOLES CLEARLY MARKED. FLEXIBLE THERMOPLASTIC SEWER PIPE.". AND THE CURRENT ASTM SPECIFICATIONS C -12. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL 4. FIELD TESTS. IN—FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION BE FUSED_ TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY C -425. 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 DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE THE PIPE AND FITTINGS FOR fi" $ ", 10 ", AND 12" SANITARY SEWER MEANS MAY SOUND LINING ADJOINING THE DAMAGED AREA. CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO —NO —GO 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WiTH THE CURRENT ASTM HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS TO THE UNING. LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR MAINLINE " THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH TIME DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING WORK. MANDREL DIAMETER = BASE PIPE I.D. — {Y /100 X BASE PIPE I.D.} LATERALS MAY BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WITH THE 1.F APPLICATION TO CONCRETE PIPE — SPECIAL REQUIREMENTS. THE UNING; WHERE Y = ALLOWABLE DEFLECTION IN X (5X) CURRENT ASTM SPECIFICATION C -425. ( STAINLESS STEEL SHEAR RINGS ARE NOT SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE BASE I.D. = ACTUAL INSIDE PiPE DIAMETER {PROVIDED BY PIPE REQUIRED) SECTION AND SHALL EXTEND TO THE OPPOSITE ENO OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF UNING JOINT MANUFACTURER) ABS PIPE INSTALLATION TO BE MADE WITH THE ADJOINING CONCRETE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER CE VANES WITH SEVEN (7) MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT WHEREVER CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES PROTECTED WITH LINING, MINIMUM - ASTM SPECIFICATIONS D -2880 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER 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 INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE EQUAL TO THE NOMINAL DIAMETER CE THE PIPE. IN LINE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. FOR NOT LESS THAN 4 INCHES (104 MM). THIS PRaiECTING CAP MAY BE MOLDED OR FABRICATED FROM THE UNING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE , CONCRETE) IS INSTALLED THROUGH WHERE A PIPE LATERAL (NOT OF PLASTIC LINED } EXCAVATED, RE —BAC KFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED, RE— ROUNDING WILL NOT BE ALLOWED. IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHERE ABS PIPE LINED CONCRETE PIPE, THE SEAL BETWEEN TIME LINED PORTION AND THE LATERAL SHALL CONNECTS TO VC.P, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. BE PER THE MANUFACTURER'S RECOMMENDATIONS. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. S -39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE 1 TALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE PATH NS SHALL BE AS SHOWN ON THE PLANS. THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS 1, lit AND Ill EMBEDMENT CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE MATERIALS WILL BE CONSIDERED SUITABLE. TO PREVENT DAMAGE TO THE UNING. NO INTERIOR HOOKS OR SONGS SHALL BE USED 7. TRENCH, EXCAVATION IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE PATH AN EXTERN SLING OR PVC PIPE INSTALLATION I WITH A SUITABLE FORK LIFT. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE MOUND SHALL BE IN ON PIPE HAVING A 360' LINER COVERAGE, THE LO NO1IUQINAL EDGES OF THE OPEN —CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE THE TRENCHES SHAM BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS SHOP— WELDED JOINTS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECT'S. FITTINGS SHALL BE INJECTION MOLDED AND SHALE. BE INSTALLED NO PIPE WITH DAMAGED UNING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH IN LINE ON NEW PIPELINES; CUT —IN FITTINGS ARE NOT PERMITTED. REPAIRED TO THE SATISFACTION OF THE ENGINEER. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF I.G. FIELD JOINTS IN UNING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: BE !N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS C CONNECTS TO VCI� PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. IF REQUIRED, THE INSIDE JOINT SHALL BE FI LLED AND CAREFULLY POINTED WITH PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY 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 INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH EXTEND INTO THE PIPE BEYOND TIME STRAIGHT LINE CONNECTING THE SURFACES OF THE INSTALLATIONS MALL MEET CITY STANDARD S -39. THE CURRENT ASTu SPECIFICATION D -2321. ONLY CLASS 1, 11, AND ill EMBEDMENT ADJACENT PiPE SECTIONS. MATERIALS WILL BE CONSIDERED SUITABLE. PIPE JOINTS MUST BE .DRY BEFORE LINING JOINTS ARE MADE. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. ALL MORTAR AND OTHER FOREIGN MATERIAL SMALL BE REMOVED FROM UNING 8. BRACING AND SHORING REINFORCED CONCRETE PIPE WITH PVC UNING. SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. REINFORCED CONCRETE PIPE WITH PVC UNING SHALL MEET THE FOLLOWING FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND - REC�UIREMENTS. DESCRIBED 'TYPES: REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM. THE SAFETY ORDERS HE SHALL SUBMIT DATA BY A 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV TYPE P -1: THE JONT SHALL BE MADE WITH A SEPARATE 4 —INCH (100 —MM) REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING CI..ASS V WiTH WALLS "B" OIR "C ". RCP SHALL MEET ASTM C 76 FOR STRENGTH, JOINT STRIP AND TWO WELDING STRIPS. THE 4 —INCH {100 —MM} JOINT STRIP SHALL BE THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER CENTERED OVER THE JOINT, HEAT — SEALED TO THE UNING, THEN WELDED ALONG EACH RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION GASKETS, AND LINER TESTS iN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE EDGE TO ADJACENT LINER SHEETS WITH A 1 —INCH (25 —MM) WELD STRIP. THE 4—INCH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL L (100 —MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING AND SPIGOT DESIGN WiTH A CONTAINED O —RING GASKET. MM )` BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SMALL COVER 360' TYPE P -2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING BACKFILL AT ALL TIMES. 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 EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND SECTION 6422 OF THE CAUFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT IN STRICT CONFORMITY WITH ALL APPUCABLE SPECIFICATIONS, INSTRUCTIONS AND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, RECOMMENDATIONS OF THE UNING MANUFACTURER. LINER SHALL MEET THE FOLLOWING SECTION 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 TIME PURPOSE REQUIREMENT'S. 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 UNING OF THE ADJACENT PIPE USING 1 —INCH (25 —MM) WEED STRIP. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF I.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABUSHEO BY THE STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A WHEN TESTED AT 77-F t5 (25'C t3 ). 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 AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F (10 C), NESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROPERTY (PAR, 1A HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. PROHIBITED ON THIS PROJECT. TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. THE JOINT FLAP OR STRIP CAN BEVELED PIPE SHALL BE TRIMMED TO A WIDTH 9. TRENCH B;CK_ (15 MPA MIN.) {14.5 MPA MIN.} (MEASURED FROM THE END CR THE SPIGOT) OF APPROXIMATELY 4 INCHES (1 00 MM) ELONGATION AT BREAK 20OX MIN. 200% MIN. FOR THE EN11RE CIRCUMFERENTIAL LENGTH OF THE LINING. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED {300} FEET IN ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SHORE QURO�IETER, TYPED 1 —SEC. 50 -60 t5 SPECIFICATIONS AND INSTRUCTIONS OF THE UNING MANUFACTURER. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. (WITH RESPECT TO INITIAL TEST RESULT) 10 —SEC. 35 -50 f5 WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A WEIGHT CHANGE f1.5 CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD PLATE. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM HOT —AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 —INCH (25 —MM) BY JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. 3 —INCH (75 —MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE BACKFILL MATERIALS IN THE PiPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. WELDING TOOT. SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF TIME PIPE, IN SUCH A MANNER 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. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A OF THE WELD STRIP. TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED I THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE UNER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT 360 DEGREES: AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE MADE AT A TEMPERATURE OF 70' — 80' F(21' — 27' C) INCLUSIVE. PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. ALL PLASTIC LINER PLATE MEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, 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 CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS 6 TO 8 INCHES (I 50 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF ABOVE THE PiPE ZONE WILL BE ALLOWED. ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE POTENTIAL FUTURE GROUNDWATER BUILD—UP. ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. I.H. APPLICATION TO CAST —IN —PLACE CONCRETE STRUCTURES — SPECIAL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. HAVE AN ELC�NGATIGIN SUFFICIENT TO BRIDGE UP TO 1/4—INCH (s MM) SETTLING THE TS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES E NNER FORMS SHEETS CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, SEPARATE PIECES. USING A MINIMUM NUMBER OF S THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZA11O N OF WITHOUT DAMAGE TO THE LINING. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE UNING SHALL BE RETURNED AT IN —SITU MATERIALS. LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE 1.C. CHEMICAL RESISTANCE OF LINER.* � CONDITIONING TO CONSTANT STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, ACHIEVING FIR_DI -. BELOW JIPE SPRINGUNE. CONTRACTOR SHALL PROVIDE "FIRM WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F f5 1 PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE (25' C f3 ). CHANCED OR THE NEW WORK iS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH I SPECIFICATIONS. RETURN. THE RETURNED LINER SMALL BE SEALED TO THE ITEM IN CONTACT PATH THE AT 28 —DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS PLASTIC —LINED CONCRETE. IF THE UNER CANNOT BE SEALED WITH ADHESIVE BECAUSE BELL OR COUPUNG HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN OF THE JOINT AT THE RETURN BEING TOO NDE OR ROUGH OR BECAUSE OF SAFETY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING ACCORDANCE WITH SECTION 7- 2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO I REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOF. OR OTHER BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS MEET THE 112 —DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 —DAY EXPOSURE, APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPUNGS SHALL BE AVOIDED. iTil 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 CONSOUDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA — HAMMER WILL NOT BE PERMITTED. SUBSEO UENT BA{ C_ 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 ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MAtQt1AL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER SING 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 /qt ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND LINE —HALF (2 —t/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) 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 O1HER UNSA71SfACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN TIME STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON — STREET AREAS. BACKFILL TESTING AND COMEACTION., TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 199 "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 COMPACTION 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 COMPACTION 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 LINEAL 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 APPUANCES 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 GR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. . PIPE LAYING. NO PIPE SHALL BE LAID UN11L 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 LINE 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 ENO 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 GIRDER THAT BELL HOES 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 FANS. 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 PIPEUNES" 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 LINE. SEWER LATERALS. SEWER LATERALS SHALT. 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 UTIUZEO FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED CAN THE PLANS. SEVER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE CALLED. 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 SUBDiVISIONN MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRiOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CiTY ENGINEER. THE TELEVISION CAMERA SHALL NAME THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO lNSPECITON SHALL BE WITINESSED BY THE CiTY'S CONSTRUCTION INSPECTOR, WHO WALL 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 STATIONING OF TIME 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" IN DIAMETER EXCEPT AS NOTED ON PLAINS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT —OF —WAY LINE WITH 30" OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIG HT —OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT —OF —WAY UNE AND A MINIMUM OF 2.5' DEEP AT FL.OWLINE. 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 SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS 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 SMALL 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 UTIUZE RCP PIPE, CLASS ill 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 SPEWICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. 16. livi 18. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPEcinCATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKEIED 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 APPUANCES 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 STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND MADE, 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) HOES 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 LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. RK. 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. 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 BACKFILLLLED 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 TIME 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 RESPO NSIBtUTY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING CE 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 /CXR FACE CLOSURE WITH 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 MALI CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OR 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 MALL MEET THE STRENGTH REQUIREMENT OF ASTM. C -478. EACH SUCCESSIVE MANHOLE SECTION MALL 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. 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 SAGS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBUC 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 NOTICE 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 1O THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFNELD PUBLIC WHORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT —OF —WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER`S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT —OF —WAY AND INSURANCE SHALL BE. POSTED PRIOR TO ISSUANCE. OF THE PERMIT. t ,—`7a3� a CURVE TABLE CURVE RADIUS LENGTH TANGENT ,DELTA . ...... . as SMH SEWER MANHOLE lo� J dClo Ln q. 3r. J C-4 lo mod' dow QD 11 (� ,,. cd tei 04 q* .4 31: 4 z- " 10 374 370 362 35E 354 35( 344 H A � ' 2 �i ift d ig I q- z - M 3.0 w 0 rr WHITE RAPIDS WAY � � � S (STA. 10+00.00 TO 15+47.80) SCALE: l" — 50' HORIZONTAL SMH SEWER MANHOLE IN INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STOW DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SOP STREET CONSTRUCTION PLAN d_ • if CONSTRUCT SEWER PER CITY STANDARDS co 1 1 i TYPE mAw PER C.O.B. SM. S-7. 0 WATERFALL LN. Ii SEE RIGHT r-- 374 370 362 35E 354 35( 344 H A � ' 2 �i ift d ig I q- z - M 3.0 w 0 rr WHITE RAPIDS WAY � � � S (STA. 10+00.00 TO 15+47.80) SCALE: l" — 50' HORIZONTAL 10+00 11+00 12+00 13+00 (STA. 10+02.58 TO 14+74.30) SCALE: 1 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: 14+00 CL CENTERLINE SMH SEWER MANHOLE IN INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STOW DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SOP STREET CONSTRUCTION PLAN d_ • if CONSTRUCT SEWER PER CITY STANDARDS T 1 1 1 1 i TYPE mAw PER C.O.B. SM. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. 5-20. r-- LAi J 0 W Ld 1 1 z 00 OD W J Z z Z LLI 3p. U) Z -luu V" -j _ e 00 0 _ z Go co - w 8 ci Z Z Z W OD 00 z ob lob 00 co fll- Go i o• z z z dik Amk 0 .p aolp z z c EXISTING z 14 i - D > Q 7- z w - r o T •co I C5 d La i z w d w &AIL CA Inu W mu 1 > W 0: (n wl I A- -- -- n_n E)OSTIN(l GROU w ,i W _3 lcn i ----------- I-APPRO)a ATE FIN ED Mir 0-0 7g 4 I It I lop 1 11. w --4 AK ------- ROMA GRrr TERLINE R0)(I ATE ED {BADE CEN NE }'°'`'"`•. a. 18n DRATI T-- I Mw QWANWA� P `71 a 1 1 I INS - - ------- - 395. LF OF 8m PV Q Pipe 0 0.359 F-1 -- ----- 1 i mom-mom 41 -7 19 mmmmm� • • I ogollpolqe 46 - 0 400000M 1 T 6 WER I 1 1 1 1 0 I N% ERT 8" N 10 7 0.35% IN Al.L 247. OF' 8" Pv� Pipe ST LF INSTALL 2 — 4039 LO OF 6" PVC Pipe 0 1.0 4 ------- 10+00 11+00 12+00 13+00 (STA. 10+02.58 TO 14+74.30) SCALE: 1 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: 14+00 CL CENTERLINE SMH SEWER MANHOLE IN INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STOW DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SOP STREET CONSTRUCTION PLAN 36322 TOP OF MAP#iOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS z cc >m CONSTRUCT SEWER MANHOLE TYPE mAw PER C.O.B. SM. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. SM. 5-20. tG Ui Ld WATER LINE 15+00 t f i 376 372 364 360 352 348 344 QUIET CREEK WY. SEE SHEET 4 WHITE RAPIDS MOM- SEE LE" ozi 11 P ,o >f f A E le e db tn C) q* &AJ 8 0 (% z d w < ua • z as cd cd 4m in Ln -oc O le W20 C44 C4 © eq eq -J z co re) in Adr- U) -i LLI Ld 8 - 1 3: at ui z 0; La 0; ul w C4 4 Vi q N N U) N a c*4 2 C,4 to .4c w ac La kii Go Go co -4c db -3 to < Q ftz- I:- a a 0) 930 cs Ld o c� z M -t -.i . U. I.- tn a. Y at W jin Ld 9 Z x (D 16 U-J , * , cj cj 8 74: ci . + GO -j Z o 40 u*) GO C4 Ac 0 a + w Or < + + + < A 3 A U- LL- 1pr) (1) �p 0 Ld .4i 00. 0 0 (A S ul C) + Ac w CA to (A N �. = w- a 0. (n 8 Q �' w �„ uj T w- 1 0 + /R/w /w ate- �+ -illll vmmmmmv %vim dd iiiiiiiiiiiiiiiiiiiiiiiiiilllllllllllllllllllI vv vv cy A IA N 0 IA N IAM [A Ki IA U) _c:l c +J24'24 42 lr SEWER R5.38 12+00 13+01 _ �; _ _ _ + -1 ♦ _ _.�. _ S2474!420E uj < N 14 mom A W Z 4c cn $74 370 562 35P 351 35( 344 CL 10 cni C� 44- 0%0 Co C) + + + 4c Ac (A z UT ul 1* qd- + 00 w z io Go 0 ftco 2 14, coo 13 C;O; 15 0 "i r-.. C30 -dr vi qd- W-- r.. * • rio i" w oi cd c4 La co Z w- C3 In it co + 00 + co co + + C4 + + + Cc 10) W) ilk bir 9- 1�- to uo RD, Z z 11 cn /,TRACT 1BOUNDARY (n z I fn z cncn z WATERFALL LANE (STA. 10+00.00 TO 14+02.95) SCALE: l" = 50' HORIZONTAL LINE TABLE LINE # PIPE SZE LENGTH BEARING Li 18 57.57 S24 55' 22.01 "W L2 180 128.15 S490 49' 23.88"W Lu 00 C4 a 12 o _j 1 C4 w z 14 j + to " LL. ra flow,,, LLJ + z " -J PROPOSED 151 0 STORM DRAIN c-.ocn z In \EASEMENT PHASE BOUNDARY ■ ■ TRACT BOUNDARY CONSTRUCT STORM BRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *9 PER C.O.B. SM. S-7. CONSTRUCT CATCH BASIN TYPE *An PER C.O.B. SM. 5-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.59 OPENINGS PER C.O.B. SM. 5 -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTM NATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHM 10+00 11+00 12+00 13+00 (STA. 10+02.58 TO 13+97.65) SCALE: la = 50" HORIZONTAL SCALE: 1 = 5' VERTICAL coNSI[SucnoN Notes:L, (D CONTRACTOR M VERIFY LOCATION AND INVMT ElEV. OF USTING SEWER STORM BRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. OCONTRACTOR M HAVE SURVEYOR %r4FY LOCATION AND ELEVATION OF STORM DRAIN AND SEWER LINES PRIOR TO BACI(FlWNG.- 14+00 376 372 368 364 360 352 344 SCALE: 1 50' 25 0- 50 100 50 12.5 s ` 7, hqN.-GE2 z 0 V) Uj < o CL 0 :1 4c un -4— 1 Im lz -4 dM4 04 z cc >m �O3 tG Ui Ld ca Z Uj 1 z 00 OD W J Z z A 1 _ e Luuj co _ z Go co - w 8 ci Z Z z ob lob 00 co fll- Go C44 dik Amk 0: W'I'MP —UJ 0 w w 4 EXISTING GROUND co co Ali, I 1� > W Q 1, T W I A- i I i ----------- I-APPRO)a ATE FIN ED Mir 0-0 7g w (A a. 18n DRATI WFA� Ma Mw QWANWA� P `71 a 1 1 I INS - - ------- - 395. LF OF 8m PV Q Pipe 0 0.359 Pt 1 PHASE BOUNDARY ■ ■ TRACT BOUNDARY CONSTRUCT STORM BRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *9 PER C.O.B. SM. S-7. CONSTRUCT CATCH BASIN TYPE *An PER C.O.B. SM. 5-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.59 OPENINGS PER C.O.B. SM. 5 -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTM NATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHM 10+00 11+00 12+00 13+00 (STA. 10+02.58 TO 13+97.65) SCALE: la = 50" HORIZONTAL SCALE: 1 = 5' VERTICAL coNSI[SucnoN Notes:L, (D CONTRACTOR M VERIFY LOCATION AND INVMT ElEV. OF USTING SEWER STORM BRAIN LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. OCONTRACTOR M HAVE SURVEYOR %r4FY LOCATION AND ELEVATION OF STORM DRAIN AND SEWER LINES PRIOR TO BACI(FlWNG.- 14+00 376 372 368 364 360 352 344 SCALE: 1 50' 25 0- 50 100 50 12.5 s ` 7, hqN.-GE2 z 0 V) Uj z < o CL 0 :1 4c un ar Im lz o dM4 04 z cc >m �O3 ca Uj LU Luuj co C44 z w 3: m w i < CL 0 :1 4c un ar Im lz dM4 z cc >m �O3 ca Uj LU Luuj co C44 w 3: m w i t j EX. $AO ROAD s > I 374 370 f� 362 358 EXISTING c 354 35( 34f 34i 33E 33A 3W taA Z 0 Z r I --t r E WATERFALL LTV. WAY LITTLE BROOK STY t � ¢ # •J Z ; S f # JJ to � � SEE SHEET 3 _ . SEE RIGHT 0 im N tQ W > J•� r O d �' � • L 1 E 22 F Z�-- NJ' O � aO - - - _. _ - ' � -_ �__ _ W O F= V Z • J Q 1i W � ` I i • 3 5 � } f'� _I s �,. `"_ � ..+.may..»......-- '^"" -""� � • t 3 t- • I Z l $ Q_ • Z a� ui M M Z O w � J •• Tgg W co r S } '• i � i 4 d Ld (�= , m 114VLN'T • F- 7 Oe- W Q$ •� 1 5- Z > pl; W W W 3 ��e,.• r �. -+. �•.. .yr _r e +ro- - t 1 a ii -. .••„> w e.- n F IWwWI�i ~ W Z ' � to n'W _ i _ W W' W I I W �2 j J 27 --� _ _• W W W_ 4 INSTALL 2f .00 LF OF 8" I VC Pi 0 0.3 In q*_ _...a w } TRAC BOtlNDR Y ri Q E SUNG OUND } f �-- - 'pw� ­p� i--- �' -- � — , - O.M. g b �.. ' "" 3. opo �.0 i 1 own C.4 co .rz W LL it C I cr - V c VI M W EXISTING - + ...............,..,&,'°'°'^°-- uo 0% -.....:'�"..."E W ,. w: ....- ..- .........__..._... -.,.. F • . ci °'- ...� c' O' % o TY SUMP SUMP ° 1 x Q i .� v Q aW — as o s i omp .acs- -- - - -• ,Q Lm • kiNMERT 18w I DRAIN NVERT _ 3 cs . o - t c~n z t oe_ d ti • . i °a + r ; 1 VMT 1 311 RAIN INVER 8" SE • • _ I -_ I I • f Ot- _r__ --- _4 NVER f" SE s I S R IT t j EX. $AO ROAD s > I 374 370 f� 362 358 EXISTING c 354 35( 34f 34i 33E 33A 3W taA Z 0 Z cn vi ln vi v, A . v, v, QUIET CREEK WAY (STA. 10 +00.00 TO 13 +65.75) SCALE: 1" = 50' HORIZONTAL 9 +00 10 +00 11+00 12 +00 13 +00 (STA. 8 +07.43 TO 13 +48.39) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL e LEGEND: ABEIREVIATIONS CL CENTERLINE SMH SENS MANHOLE e IN V INVERT SCO SEINER {I.EANOUT 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 . - 363.22 T' TOP OF MAMOLE/'T'OP OF CLEANOUT ELEVATION .O ---- - S CONSTRUCT SEYIER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A* PER C.O.B. SM. S -7. 0 CONSTRUCT SEWER MEANOUT PER C.O.B. STD. S-20. W MATER LINE 21 ti• ir Q 20 c ~ • (n D omwi un Z 0 r111_ C4 oC ' Ui co �' W e + M + qa Q < U) 372 • 364 356 352 348 344 340 336 3-32 328 ■ ■■ ■M.■ ■■■ 111111 PHASE BOUNDARY ■■ ■ ■ TRACT BOUNDARY CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A" PER C.O.B. SM. S -7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. S -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER L. 2 SHEET MIliERE SECTION IS SHOW ROARING RIVER AVE. SEE SHEET 5 370 �.0 a 356 354 35[ 34( 3449 33i A ooe P H A s a. C4 EL' oor It- UJW Z J • _° �.� Q. t, Ln mom" w - f a W c I-- / r r � � 'o t � 9 cam„ n A �,8 Z V V 7 qt wy ' +Os ' Ql ci 0o0 I F= 0 q d N M ul M W r4 ui �do MG ice„ Go to �. + + I 8 + 9- 1 . crop ©r �. rn • • • . • • ;n cn cn cn' can Z can a CA z H A (STA. 10 +00.00 TO 12 +60.04) 4 I ITTLE B OOK s SCALE; 1" = 50' HORIZONTAL u� T ! �" W C QW I C) m V .#• Ld W W M Cp 01 J� M� 'VV ' 5�� w v t� C7► � � Z n + � CA - L w cv Li Go Calf tall ' 11 QUIET CREEL WY. SEE LEFT _ . _ { ry W_ Z g Z G �� 1, Wj Z i ¢ # •J Z ; S f # JJ to � � ____< ft db im N tQ W > ' f t d �' � • L 1 E 22 F Z�-- s j it # - _ # $ ---- -� -a - - - - _. _ - ' � -_ �__ _ W z Z C4 • J J -,--- ` \APPR XtMATE NISHED GR 0 CEN NE --------- • i • 3 5 � } i; � _I s �,. `"_ � ..+.may..»......-- '^"" -""� � • t 3 • i __ ? } I 3 Q_ • Z � i � d 3 Z I S Z0 w r i Q W •• Tgg . - } � �.�,......n..�...... -mow � ...,......._.,.. .. >..._........._._.... � .....,..,..�...,.... � ,.........- • .........._�_. � ._,....,,,.,....- ,,...� r S } '• i � i 4 d 1 � Ld ! y � t t• � i AL • mono now r , 114VLN'T ­SE 7 3 a 3 ��e,.• r �. -+. �•.. .yr _r e +ro- - t 1 ws ii -. .••„> w e.- n F >? law La 4 WW- J i _ I J ILI W W f . -mow- - [ ' STALL 100.75 OF "Pio ipe 0 INSTALL 2f .00 LF OF 8" I VC Pi 0 0.3 .20% } TRAC BOtlNDR Y ri E SUNG OUND } f �-- - 'pw� ­p� i--- �' -- � — , - O.M. g b �.. ' "" 3. opo �.0 i 1 own AP ROXIMA FINI iii% t ...............,..,&,'°'°'^°-- ._. « .....................,..._ .`..-...,.,..»-. �y..-.,,-. g.,............,,_ ...._...._..._.,..;......... -.. -.....:'�"..."E f ,. w: ....- ..- .........__..._... -.,.. F • TY SUMP i i omp i • kiNMERT 18w I DRAIN NVERT _ 3 - t t oe_ d ti • . i op 7 r ; 1 VMT 1 311 RAIN INVER 8" SE • • _ I -_ I I • f Ot- _r__ --- _4 NVER f" SE s I S R 333 - q{ ► t f co Go Go 1 r tn S tiLi• Go ul ii 3 Ili f f 3 ¢ 1 0 co z 2 OD co co t N CL ( x r— a Y i 1 16 z r Z -. ! •Q Q .�- .R tn 16 J - W w W L� Iwo €W a _ t+ a { f ° ..r......� .- w...+...w -�� in tn Q • If% "s ~ I __. t �.�+�•....... P I -­ w�+k R a F �t .......,v..dw.,..,r ; ) 3 _.. •-^-- i S }� t � --- F i + . , • �I {/i. p(xF O W W Z W W Z c —4— INS ALL 59.29 OF 18 _ tNST LL 112, 5 LF INSTAILL LF 57.57L F 18 s ¢ i RC 7.8 9� 18 RCP 1.48X RCP 0.129 R 9 +00 10 +00 11+00 12 +00 13 +00 (STA. 8 +07.43 TO 13 +48.39) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL e LEGEND: ABEIREVIATIONS CL CENTERLINE SMH SENS MANHOLE e IN V INVERT SCO SEINER {I.EANOUT 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 . - 363.22 T' TOP OF MAMOLE/'T'OP OF CLEANOUT ELEVATION .O ---- - S CONSTRUCT SEYIER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A* PER C.O.B. SM. S -7. 0 CONSTRUCT SEWER MEANOUT PER C.O.B. STD. S-20. W MATER LINE 21 ti• ir Q 20 c ~ • (n D omwi un Z 0 r111_ C4 oC ' Ui co �' W e + M + qa Q < U) 372 • 364 356 352 348 344 340 336 3-32 328 ■ ■■ ■M.■ ■■■ 111111 PHASE BOUNDARY ■■ ■ ■ TRACT BOUNDARY CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A" PER C.O.B. SM. S -7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. S -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER L. 2 SHEET MIliERE SECTION IS SHOW ROARING RIVER AVE. SEE SHEET 5 370 �.0 a 356 354 35[ 34( 3449 33i A ooe P H A s a. C4 EL' oor It- UJW Z J • _° �.� Q. t, Ln mom" w - f a W c I-- / r r � � 'o t � 9 cam„ n A �,8 Z V V 7 qt wy ' +Os ' Ql ci 0o0 I F= 0 q d N M ul M W r4 ui �do MG ice„ Go to �. + + I 8 + 9- 1 . crop ©r �. rn • • • . • • ;n cn cn cn' can Z can a CA z H A (STA. 10 +00.00 TO 12 +60.04) 4 I ITTLE B OOK s SCALE; 1" = 50' HORIZONTAL u� T ! �" W C QW I C) m V .#• Ld W W M Cp 01 J� M� 'VV ' 5�� w v t� C7► � � Z n + � CA - L w cv Li Go Calf tall ' 11 QUIET CREEL WY. SEE LEFT 10 +00 11 +00 12 +00 (STA. 10 +03.93 TO 12 +55.04) SCALE: 1" = 50' HORIZONTAL SCALE: 1° = 5' VERTICAL CONSTRUCTION NOTES., 0 caHmAcraR To VERIFY LOCATION AND INVERT ELEV. of oassnHC SEWER sraRr DRAIN ONES BEFORE CONSTRUCTION AND NOTIFY ENgNEER OF ANY OISCREPANCES. Q CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND ELEVATION OF STORM GRAIN AND SEWER LNNrEES PRIOR TO BACKFlWNG.. 372 368 364 360 356 352 348 344 336 SCALE: 1 25 0 50 100 1w . - 50 12.5 _ . _ { ry W_ Z g Z G �� 1, Wj Z i ¢ # •J Z ; S f # JJ ____< ft db im N tQ W > ' • C4 Ln S - W EXIST W > tJ NG GROU D -� ` \APPR XtMATE NISHED GR 0 CEN NE --------- • i • 3 5 � } i; � s �,. `"_ � ..+.may..»......-- '^"" -""� � • t 1 k 3 � ;;t � i � d 3 • it • i ; � ,....,. -d_ ..... d .,..- ._�«- .,,,o..Y....._ } � �.�,......n..�...... -mow � ...,......._.,.. .. >..._........._._.... � .....,..,..�...,.... � ,.........- • .........._�_. � ._,....,,,.,....- ,,...� r S } '• i � i 4 d 1 � • ! y � t t• � i AL • mono now r , 114VLN'T ­SE 7 3 a 3 ��e,.• r �. -+. �•.. .yr _r e +ro- - t 1 g a jt F -wr �w w a. a -,+ i f 1f iZZ i i ii -. .••„> w e.- n F f t •nM.w, ,1 i 10 +00 11 +00 12 +00 (STA. 10 +03.93 TO 12 +55.04) SCALE: 1" = 50' HORIZONTAL SCALE: 1° = 5' VERTICAL CONSTRUCTION NOTES., 0 caHmAcraR To VERIFY LOCATION AND INVERT ELEV. of oassnHC SEWER sraRr DRAIN ONES BEFORE CONSTRUCTION AND NOTIFY ENgNEER OF ANY OISCREPANCES. Q CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND ELEVATION OF STORM GRAIN AND SEWER LNNrEES PRIOR TO BACKFlWNG.. 372 368 364 360 356 352 348 344 336 SCALE: 1 25 0 50 100 1w . - 50 12.5 r rj . A O� .'� N y NWT ic ` • w � tci � � = 1 � i I • � � � � U J co wN 3 - 2 ;R CI 5 + Go w0 0Z � 1 r-z i N� �W N oc J .- s in +a Z `�' I 1 I 1 R t ° cs R i � �w — — .= N + ai W-;5 6 • / �, M ( 12 INTERSECTION 10+ 1 00 12+00 _ I + C.L ROARING RIVER AVE = — -~ s � s STA. 10 OO 00 - S - ,STA. 10 +00.00 C.L. LITTLE BROOK STREET 5,52'03'33 "IM 8" SEWER o 272.42' �jr• .,,,,, � p i se, R/w r �� .� ci ! CA 2 4 25 J W d ?e C3 w l 4 ac `'' 1 .c �SAWCUT l 1 W 1 r " lft' X i-f % "Ift'"ww cn cn LITTLE BROOK ST. X SEE SHEET 4 _)e ROARING RIVER AVENUE 374 370 362 358 354 35C 34f 34i 33f (STA. 10+00.00 TO 12+72.60) SCALE: 7" = 50' HORIZONTAL 10 +00 11 +00 12 +00 (STA. 10 +04.00 TO 12+76.25) SCALE: 1° = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGE D: 13+00 376 372 368 364 360 356 352 318 344 340 336 CL CENTERLINE SMH SENN MANHOLE INV INVERT SCo SEDER CLEANOUT SD STORK DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN EL.EV 6"ATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN T O.M. 383.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --- . S CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEMIER MANHOLE TYPE 'A" PER C.O.B. STD. S -7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. - - w WATER LINE ■■ PHASE BOUNDARY ■ ■ ■ ■ �� ■ ■ TRACT BOUNDARY CONSTRUCT STORK DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. S- 7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-1 2. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SM. S -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATlONS UNLESS OTHERWISE NOTED. SECTION DES MAT10H: SECTION LEM A 2 SHEET W1f SECTION IS SHOMN 370 368 366 364 362 360 358 356 354 352 350 :.o 346 344 342 340 14 +00 r i —S swam 00 OC � a 259 0 p o 264"8 try 1} ( QW Y £ z i I 5l f Ti cr 1 t 9 i € 1 }W s ? r W O U7 C � Z= • i 5 W i i i • s Z�r CA � /� N Qlma 1 11%2 %m%Ajl'%&Jv W.; qw -irr jlk ` �jCj J W i s PuzRO)OMA, ABE IE FINISH iD - ... .......�.+....�.,.�....- ....... � »..- .m..— ....— �.+r+- + -�-�.. } �... ���..... ,e— .�.�.,.e..���.,........��._. ..�_w..w.....- ......- pper+- } � � e } j 11� 'q ggg. h i • �NN S • • f f [[ ET 8" WER i SEWER IN TALL 272.42 Lf OF 8" PVC Pipe 0 0. 5X ` f rr - .�M.. - __ _ __^ V°' �Jr✓ R�1+- s�sr�s�. w��w+ �s +�+�rvsY�s+�re+�- r+- +i�.r.rm.- rvs�e.r.r+�mw�• +- ��a���.+r...w� ---------- 7 10 +00 11 +00 12 +00 (STA. 10 +04.00 TO 12+76.25) SCALE: 1° = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGE D: 13+00 376 372 368 364 360 356 352 318 344 340 336 CL CENTERLINE SMH SENN MANHOLE INV INVERT SCo SEDER CLEANOUT SD STORK DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN EL.EV 6"ATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN T O.M. 383.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --- . S CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEMIER MANHOLE TYPE 'A" PER C.O.B. STD. S -7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. - - w WATER LINE ■■ PHASE BOUNDARY ■ ■ ■ ■ �� ■ ■ TRACT BOUNDARY CONSTRUCT STORK DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. S- 7. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-1 2. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SM. S -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATlONS UNLESS OTHERWISE NOTED. SECTION DES MAT10H: SECTION LEM A 2 SHEET W1f SECTION IS SHOMN 370 368 366 364 362 360 358 356 354 352 350 :.o 346 344 342 340 14 +00 r i —S swam 00 OC � a 259 0 p o 264"8 try MW � '3 in QW Now umwwmmwmw� t \ V \1 V_ n� + 1�-• a to Z 15 +00 16 +00 17 +00 (STA. 14 +00.00 TO 17 +34.38) SCALE: 1° = 50' HORIZONTAL SCALE: 1 ° = 5' VERTICAL CONSTRUCTION NOTES: OCONTRACTOR TO VERIFY LOCATION !WO INVERT ELEV. OF EbSi1NG SEWER STORM DRAIN LINES BEFORE CONSTRUCTION IUNU NOTIFY ENgNEER OF ANY DISCREPANCIES. O CONTRACTOR TO HAVE SURVEYOR elf LOCATION AND ELEVATM OF STORY DRAIN 2 AND SEWER LIES PRIOR TO BAGCFlWNG.. 17 +40 SCALE., 1 " =50' zs o so ,00 50 12.5