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HomeMy WebLinkAbout1.2-7136 Ph 1 & 2R KERN DELTA WATER I I IRRIGATION SEE SEPARATE PLAN CONSTRUCT SEWER MANHOLE TYPE 43 PER C.O.B. a a 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20a S CONSTRUCTCONSTRUCT STORM DRAIN PER CITY STANDARDJ ' MANHOLE ::. „ PER N. *..... T 1. awgwwk k # r q STREET l WATERLINE FINISHED T -' 1% MIN. pSET LATERAL PROVIDING PROPER ✓r+ svo a� atuwwxw CLEARANCE UNDER WATERLINE AND UTI Lai I TYPICAL INSTALLA11ON qc .- SHALLOW INSTALLATION OF SEWER LATERALS , THE SEWER LATERALS OVER THE WATER OR LATERALSTHESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR CROSSING OVER THE R SEWER LATERAL iLOSSING ABOVE f Alt,' MAIN SHALL •' CONSTRUCTED .!", F A PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. ► ah 0 N AF� I I s m—WINDING STR AM AV:-* cg 11 4. �� 10 22 116 16 uj m uj { I 15 I Y I I 1 I15 1220 1 ! I x. +owe UJ 14 1 1- -- 1 1 1426 39 } g i I k I yy : i ( SAw G5 wwww wort. Y. 13 1 i Il y ` t "Y � � " � A, �_ � � t _ uj —, ti"N D 1 1 McCUTCHEN ROAD SCALE: K' E "Yo M A Hr-** • '#" SEWER LINE ' LF STANDARD r A SEWER CLEAN OUT 2 EA 18"' STORM DRAIN STORM DRAIN7 EA CATCH BASIN 8 EA '',, STRUCTURE OUTLET A _WLET \' R * SHEET 1 TE a COVER SHEET SPECIFICATIONS a RICE VERDE DRIVE . WINDING STREAM AVENUE & DRAWBRIDGE DRIVE 5. CARSON CREEK LANE, RED ISHOOTING DETAIL6. SUMP 'NOTE: 1. PRIOR TO THE START OF ANY PHASE OF II CONSTRUCTION. INSPEC11ON DEPARTMENT SHALL BE GIVEN * HOURS NOTICE. TELEPHONE ,, * « FORTH2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET BAKERSFIELD HAVE BEEN MET. INSPECTIONS 3. NO CITY ' WORK IN THIS AREA UN11L A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. BELIEFTHESE PLANS AND SPECIFICAT'IONS WERE PREPARED BY ME OR UNDER MY DIREC-nON AND TO THE BEST OF MY KNOWLEDGE AND COMPLY NTH CITY 11 BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA 1.A kND INCLUDE ALL IMPROVEMENT REQUIREMENTS ar: R. 7!M OF THE ADVISORY REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, ! ` AND DESIGN CRITERIA ENCOUNTERED R PLANSSHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED ENGINEER. APPROVED BY: BLAAE NEPTUNE R.C.E. 55102 DATE 2 -------- -- - APPROVED BY.-STUART J. PATTESON, R.C.E. NO. 44898 DATE ACTI REVIEWED B STUART 1 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR g, Ii��M �It,. BEARINGTHE 8 *'. THE WEST HALF M.D.M. (AND THE CENTERLINE OF McCUTCHEN ROAD) PER THE FINAL MAP OF TRACT 7359 WAS USED FOR THE BASIS OF BEARING FOR THIS MAP. T CONCRETE TOP OF , INTE. 'EC11ON OF OLD RIVER ROAD AND HOWELL DRIVE. ELEVA11ON 366.605 (U.S.G.S. DATUM) PER CITY OF BAKERSFIELD PLANS 7 CONSTRUCTION BUENA TRUNK Ir PHASE TOP OF RIM OF SEWER MANHOLE. ELEVATION 346.79 THIS MANHOLE IS LOCATED 92'± N.E. OF THE CENTERLINE INTERSEC11ON MONUMENT AT PROGRESS ROAD AND McCUTCHEN ROAD. PORTIONSBEING A MERGER AND RESUBDIVISION OF LOTS 26 * M." *KERSFIELD, COUNTY OF KERN STATE.M. IN THE CITY OF 'a CALIFORNIA, A. Ili' ACCORDING "SALES LANDSOF KERN COUNTY RECORDERS cllym§ 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT NTH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY iS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTEO AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-6, EXCEPT AS NOTED ON PLANS. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 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 RESPONSIBLITY 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 MA]E jAL$: 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 N F SECTION 71 F STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA PROVISIONS 0 SE ON O THE D 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 NTH COMPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10" AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 4. ABS eIE INSTALLATION M,A IA S: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY SOLVENT WIELDED 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. INSTA Ate: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PiPE iN5TA AA,19 MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. �T���N. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE PITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE )MIH EY-C LfNING REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 6.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 O-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. 6.b. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25RC t3 ). „PROPERTY INITIAL (PAR. 1.C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPED 1-SEC. 50-60 f5 (WMfTH RESPECT TO INITIAL TEST RESULT) 10-SEC. 35-50 t5 WEIGHT CHANGE f1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED iN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1-INCH (25-MM) BY 3-INCH (75-MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH 1800 KG M , APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70r - 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. 6.c. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 6.c.a. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE NTH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. MANUFACTURER'S6.c.b. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINE,A AROUND THE PIPE AT THE CORED LE SHAH BE CLEANED PER THE PLAS11C LINER RECOMMENDATION. t I` i �r t OF i BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR Q. PVC BOOT SHALL BE ORDERED SO IT ou FIT SNUGGLY TO THE OUTSIDE OF THE CONNECTION. • . THE PVC :ti° AND WELD STRIPS SHALL BE INSTALLED AND i FOR HOLIDAYS PER THE PLASTIC } LINER MANUFACTURER'S w RECOMMENDATION. 6.c.e. THE CONNECTION LINE SHALL BE CENTERED iN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6.c.f. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC OR AN EQUTAL APPROVED BY THE CITY ENGINEER. 6.d. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F ±5 (25• C ±3 ). AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.8) 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 A �OWTIQN CONCENTRATION SULFURIC ACID 207.** SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%** NITRIC ACID 1 %** FERRIC CHLORIDE 1 % 1 % SOAP 0.1 % DETERGENT 0.1 % (LINEAR ALKYL BENZYL SULFONATE OR LAS) BACTERIOLOGICAL 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. 6.e. 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. 6.f. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD 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 SHALL 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 ENO 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 WIELDING 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. t JOINT COMPOUNDS, .. wt :.. t., }#. NOT BE POURED w. +. is APPLIED TO THE , SHALL THE CONTRACTOR ,MEASURES TO PREVENT DAMAGE TO INNERINSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 6.g. APPLICATION TO CONCRETE PIPE — SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE EDGE OF THE BELL i<!. SPIGOT • OF is PIPE • SECTIONAND SHALL. TO THE OPPOSITE I OR TO APPROXIMATELY10 i-I THE OPPOSITE I DEPENDING it TYPE OF i O BE MADE WITH THE ADJOINING CONCRETE PIPE. CONCRETEWHEREVER PIPE ORCAST—IN—PLACE STRUCTURES PROTECTED NTH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES R t • PIPE), . BE CLAY r 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 - D NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, PORTION t.i AND THE LATERAL BE PER THE MANUFACTURER'S RECOMMENDATIONS. I t w # I � a+; -I • i� w 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 NTH AN EXTERIOR SLING OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360- LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. MEN 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. 6.h. 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 WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE 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: . . JOINTI r''' ifJOINT I TWO tI—MM) JOINT STRIP SHALL..i OVER THE JOINT, HEAT —SEALED ! THE LINING, THEN WELDED ALONG EACH EDGETO ADJACENT LINER SHEETS NTH A I —INCH (25—MM) WELD STRIP. THE 4—INCH (100—MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY it BEYOND THE PIPE END. THE JOINTOVERLAPI i OF INCH (13 MM) ■HEAT —SEALED INPLACEPRIOR TO WELDING. THE FIELD JOINT BE COMPLETED BY WELDING . TO THE LINING OF i PIPE USING 1—INCH i STRIP. ROTECT THE x• FROM t DAMAGE. l DISTORTION IN BENBACK THE FLAP TO EXPOSEi DURING LAYING ANI, JOINTt'TARING SHAH BE AVOIDEDAT TEMPERATURES! I ! OF IRED TO AVOID I} THE r t JOINT ;.. t• i OF APPROXIMATELY ##i} t i FOR THE EN11RE R CUMFEREN11AL 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 WIELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. i y` . . t I - t t11i i. t` • I t THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 I #EES-WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINTNOT UNTIL PUMPING . GROUNDWATER t# BEEN i FOR ATI FAST THREE DAYS I NO VISIBLE LEAKAGE IS EVIDENTJOINT. WHEN WELDING THE DOWNSTREAM SIDE OF t STRIP OR FLAP, E! NOT WELD. TO INCHES (150 t0MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER t. BUILD—UP. 6 APPLICATION Rr# TOCAST—IN—PLACE CONCRETE .. STRUCTURES :w 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 SHOWNON THE PLANS, THE LINING SHALL BE RETURNED INCHES (75 MM) AT THE SURFACES i. CONTACT BETWEEN CONCRETE STRUCTURE (INCLUDINGITEMS NOT OF CONCRETE MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED JOINTS! i OF PROTECTIVE LINING CHANGEDIS OR THE NEW WORKi JOIN EXISTING UNLINED CONCRETE. RETURN, w RETURNED r R i TO THE ITEM IN CONTACTy CONCRETE. IF THE LINER CANNOT SEALED NTH ADHESIVE BECAUSE OF THE JOINT AT THE RE11JRN BEING TOO WIDE OR ROUGH i` • i `ULATIONS,tSPACE SHALL BE DENSELY LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES I I t t w..! I RR i RESISTAN INCLUDINGS,.� TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, APPROVED, CONTRACTOR SUPPLIED, ii ELECTRICALiHOLIDAY DETECTOR(TINKER w RASOR MODEL t AP—W WITH POWER APPROVED PACK OR # w# i■ INSTRUMENT BETWEEN 18,000 AND 22,000 VOLTS. ALL I BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING iI ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE OCCURRED, BE ACCOMPLISHED IN ACCORDANCE NTH SECTION 7-2.03(l.E) PARA. 6.b. ABOVE. EACH TRANSVERSE WELDING STRIP TO LOWER OF ,. LINER e P WHICH EXTENDS EDGE i TESTED THE PURCHASING STRIPS # t BELOW - TO PROVIDE i !# I 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 TRIMMEDTHE 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 WILI BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE AWAY NEATLY BY w PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE i THE LINER FROM EQUIPMENT MATERIALS OR TAKEN THROUGH i WORK. a• DRAWINGS. t R ix 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 "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION I 1 t t " ' 0 ' I i • # # R t i . . . « I I .w r y i i` t r x# y I t t y , I I t i t- . 3 I. I y r w y • 4 I ## ii. i # # i- , III - t i • t t ! i w w w t t, t I R it I v i -. w t ` i :i • r ` i i • } . i w# 1.- .. R P i i I i t x I,II , I I I t i tr ..t. # . w t i i# . I t. I s I t I •`t t R, i r. t/ I - i.I A I x I Is 7 . w I *. i . t` ., IR , I t111111111hot I;*I .., AlI t. i "i# I tw , Ill! i��i� w t•I / # i i i i I ` lalsoUlwAll', iR I ` t I t tri . I r . . i . , i I i i I # •*t r. t I - i i i i'I ' I t w tr I t:. t I } • I } ,::i' t...• is • I t . < - IT • t i# :} t i v i- a i t • x. i r t.' ». :tR ti ' t * t • ` i' i lo.-.. # I I fir, I i t. #.}I I t ..i ♦ i I ! R y tR t# . R.t t t# # ..t • # • I t# 4 # t # C al i . i. I. t t t11 .I . ..t : I i ' Mo - x ## t' # t R i I. I 1 1 i R . ♦. . . I . w a I i I a } t t•Ix x• I}Rt - t w} i w t r w , i.. . t I .t i "rI t. i# I i i I i ♦ I t r' .. i i i # t ` I t t I # ! I i I 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. A I LPRINGLIME. CONTRACTOR SHALL PROVIDE FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRiNGLINE. 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 BACKFlLLING, 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. INIMAL RAMLL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFTLL. 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 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. BSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKnLL, 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 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. WERE 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 (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 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 SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFlLL 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 01556. 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 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 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 MEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT 1N 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 LINE. 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 WNYES 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. PRIG 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 360% 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 STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIM 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 PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT--OF--WAY II 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 LINE OR RIGHT--OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 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 BAKERSFIELO STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" 1N 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. SIMM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE 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 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 NTH 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 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 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. 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 MICH ARE DAMAGED OR INCORRECTLY CUT. . i lql:_1lIL 0 l=L 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 NTH 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 MICH 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 WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER NTH 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. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 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I i � z I � I � � � - � A � � � � I � � , � � i I - � i ; I � � � � 4 1 r � I � � � � � I � � j I � I i i i � ; I � � I I � � I ! i I i i i : � � � � I � � � � � I � I I � � � � � z i I � i � � I � I � I : � t I i � I i I � � . i I � � � i � � I 1 4 1 � � � � � i 7 1 1 � � i ; Im � ; � � t I I � � : I - ! : i � � I � � I � I � i i i I � F � � 4 ; � � IIIIIIII�. � I I � t I i � I i I � � � i I I � i � ; � i i � I 1 2 � � I � I I i � � I ; � I � i i I t : � I I I I i � ; I q � . I � ! � i 3 3 � i � � I I � i � i i I i ; ei� SEWER 1 1 i I I I i ; � � I I i � ; i ; � i I i � � I t � � � , I i � � � I i � � � � � , : � I I I � i � � I � � I � � � � I � � ; ) ; ! � p ! i I � � i I � i i i I i � � I i I i , � � � I y +-----�----------,--------------�,--4----- � - 1 i � , i i � I � ; - � �_,___ - I--,-. -i- __­­____­ ___ -, _______,__,___11__­1__ __ ----- � I _________t__1_---­�--- --_�- -­­� -------I---- _-i__---_ -,------- ­----­-r---------r- -'--"--- 1 1 i--,-"---"-�-",-,-,��-,-"�-�,-'"'-,�-�� ... ­­ S­_____­ ---- - - ­_________­__ ------,-,--- _�_ _ ---- ________T _________-__­_�___­1_­­ -- - ----- 4 --- - ----- - _r ,­-­-�­--____­_­_ _,.___________ , � � _______ ___ ! i I ------ _____+__1_--­� - -----, -----�-----..,--.�i-----.----,----i------�- - F____­_____T_________4 _-, i � ; i --,------- � � ____________r_ . i i I � i , ------ i - - ------ i ------­--r _­,_,_,___,1?______,__, ­ -.---- - f _F 4 I I � � i � I � F-1--l- --- --- - .... ­_4__­____ --- " -1 F � -, � , 1­ 1 __4___,_,___4__,_________ I _______,___t______ ______�_______,__L_______ � --- __�_____ t I i t I I � k � I i � i � ; I � � i � � t i I i � 5 � I � � I i ; I � I i I i � � � � - � ; � ; � � � � � i - i I i i i i i ! 1 � I I ; - I � � � ; i I i v I � � I I I 5 i i I j I � I i i i I i i � � � 2 i j I � � I i i � ; I i � � z � � i i ! i � ! I i i i i � � i I I I I i ! i i � I I � i i I � � i I i � ! 1 i ; i i i i i I � � � � � � i i i 3 ; � i ! i i � � i I I ; I � i � I i I i I � t i i I I i � � � � i ; i i i � i i t i i i i ? I � i i I i I i i I I i i I � i i t i � � � i i I I I i I i I � � I ! � � � � i � � � � : � I � i � i I � i � . I � I f i i 9 i I i � I I i � i i i i � i I i i i i ; i I I � i i I i i � i � � i i i � I I � i i � i j I I I i � r-6 _11-10oo, - i i � I I � ? : � � � ! � I � � I � i � � � � � - � I i i I � E)(. I Ir SEWER � ! , i i � � � I I I I � I I I I - I � i i i � I t I I I ______ I - ___________i -_ , - I _______.____ 4 ---------- 4- ­­ ­-­---i--------- ­­­- --_k______________ 3 ________J___ ___ -+---------­---4------f­-- 4 �-­­­_ --- ---,-- , ___ ... . ..... - ----- ____ --- -----4-----___­ ; ______.__-1____,___ --------- _ ­__ 'i ­­­., ___,_1____­ -------- - -1-1-- � - -�----- - -------- j___ ­ _1__­____4_____1______ ----------�-A-----------,-------�-j I -,------,-�--l-",�-"''-�--.,��-,-,-"�,--, ­­1 --"-, - , , ___ --,---,- , _J 1­ 4___ ------ ____ � ____ --;----- t � I I i - -4-- - ________­__­ 1______ ­ -1 __ ... ... i ----+--------- - Ir I I ­_,___­___,_,___, _�___ f ------------ � --I---------------�,--��-,-----�,�, - - 1___________ I _____1 --------- ______________________t_____ ---4-----,-.---i--,-----------�---. _________�,__---�-----7 --,--- ___1____�____ i � � I i I � i ! ? i I � f - ; � � � ; 3 � � � I I I i � ; i I F i I ; I I � i I I I � I � __�_­__1_1__­t____,_____,__ . ; f � � ; � I i I � ; I i I ; , i 4 1 I � ! � - I � i I I i i I I � � f � � � - I � i i I i i � ! i i i i I i i T � � I i � j � I � i � i � I i i ) i � � i I i i i I ! � � i � t i i i � i v � � I ! I I z i I I � I I ; I � I . I � � i � � ! i � I i I � I � ; ; I I � I i � I � I � � i i � ! i I I I ! � ! I i � � � f I i i ; � I I r i I i ! 1 5 1 ! � � ; I � - � I f � � i i I ; i I I ; I I i � . I � i � � � i � i I � i I i � � � I � ) � ! I i I � ! I I � � . i � � i � I ; � I k x � � i i i i i � ; � i i ! i i ; � � I I i ! � ! � i I I � i I � t I I � i � i 7 i � 3 � i I � I i i � I ! � I � i � i i i i � � i � i ! � I � � i i I � � � 5 i � I s ; I i i i � � I � � 9 i i � i � i i � � � i : i � � 3 1 � ? ! i i i I i i i I � � � j i i � � I I I ; i i I � i 3 i � I i I i I ; , � i i ! I i i I I I I . I i � � � ! i i � c � I I I � , fl­­___ -­ 11___+­1___ ________1 - - ---- +_____­__1­1­_­.---­,­ ------ ­­_­­.­_­-.-­­­­ ----------- -',,------------I I --I-,-,-- -­ 1L________­___f_,_________ --,-,-,------- -,- � � � � � I � ; � ! -------"4f----- � __ I-,-------- i --- - --- i -----,--"------,",-,-",-,"-"--,--"-,- 4,---,-,---,---,�----,�--,------,-,�-�-,-�-----�----�---------,------� ---------- --- _-, -1- --- I- _� �--,----"-,�.-.---,�,--.,--.--.-----4--- --.-------,--- - -- ------- ____ _t, �-�--l'.--�---,--,-,-----------+----------.---� __________ --- --�--"--.-.,---------�.---------,--,�,��-.I-----------�---,�----,�--,-------i�--.�-�-,---,-----.�--l�----,�,--�+,--�.,-�,�-� - - ---- 11-----,-,--��----L,----.-,.---��,---,�-------,----- __ _______+_ �.__________---+------ � , f­ ---------- ­__­1____ ---- ­­1__­___11__­ _+ , ; , - -------- i------+------­-- - - -------- i--------- _i_____.___4_____.._, -�-______1____________ I I f � I I I 7 f------------- � ; � I � ; I � _r ________ ------ c I , 7 ____ z � � . � I � f � I ! I i � ? i i � i � i f � t i I i I � i ; i � c I i I ! I I I I i � ! ) i � I � i � - � i � i i � � � � I � I � � i ; � i � ! 5 i I . i : � I I i � i i � � j i ; i � 3 i i ; ! 9 I � 5 � � i I i i � � � ; I i I � � I i I I i i i t I � I � � i I � � � i � i � � � I i � i I � � � ; I i ; ; i i i � i � � � t � I � I � � i � I � � i i i i ; i i I � I � . I i � � i ! i i � i � i 1 i ! I � I t � � ! � i � � I I i � ; � i � I � i I I � I � � � i ) � I i � 1 � I I � ; i � i � I � S t ! � i I i � � � i I � � i � I i i ! I i i i i I � i ! I � � � � � I I i i I I i � i � i , i ; I f i I I I I � � � I � I i I � i I I I f � i I i � ; i ( I i I � � I i � I i I � i � I � I i � i � i I � i i � � I � � i � I i I I I i I i � i I i I i i i i � � � 1 t I i � � � i ! � I ___ - ------ ------- - --I-, - -- - ­______ I _______4 i � i � I � i I I � I I , I � t - � ------ _____ ____� I ­­ ­1­11-1-4- _______________,_, ______ ------- _4________, .i-,---�---,--,---�-,-I�-,--"�--,---,--,-,�---�-I ------ � ------ - _14___-______1___..____i_ ------ ___ -11----"�---,-,--,--,----.-"�--,---�-,-4 . i , ", __ ­­ -I,.-,---,-, ------,-,---- ­1 __­___ ___ __­__._ __ i 1­__­__111_­1­­__111__1' ...... ­___ _4______________ ,__________---­, __.___J ------ - - ------- ___ - ­_1 11 IL � __ ­ +________­__,! I _____+_____________.., � � r--"--",,-"-�,-,---�,----,---------.--,-------�--.-- , -,r­---- � 1 ____­___4_ -------- �-___ � , , j : i � � i � � I i I t � � ___,___­_, -------- T -- --------,- � i . � i � I � __ ______ __ ------,-------- _____ - T --- , - � ---- - -- ______ ___T__________ -I- _______________________ ­_­­ - - _­ .... . .. ___ _­_i _____1 --------- -- 3 F I - � --- 1­_­__­_A_­ - ------ I ------------ -- _,_____,___.,_.________ ___ ­----+­ ___.___J___-__,____J__ ___ ______ --------4------­--4-- I i , � I T i � � � ; � I I � � � I - i i i i � i � i i � i i � i � � I i i 4___,___­___ i � I I i � i I t ! � i i t � I i � � i � t ! i t 5 ; I i f i i i i I � i I I � i � � � ; � i I � ; i � ! i � s � i � i � � . � i i i 5 � I I i i - f i I � I i � � ! � i ! I � i � � i i I � ; i � I � i i ! I � i i � i ; i ; � � i i i � � � i � I � I I I i I i i I I i i � � � I � I � � . I I � i I i ; T i r � i ; � ; � ! : I I � i � I � � � � � 3 ; z I I i ! � � 7 � � � ; i I I i � ; I j I i I ; ; � 2 � i ! � i i I i i i i ! ! � i i i � � ! i i I i I i I i - � � � � i ! I i i � � I I � � i i I � � i : ! I i I i ; I I i � � � : I ; i � I � I � � � � � I � k i f i � I � i � i i � I � � i i ; i � i ! � � i i . � I I i - � I i i I � 1 i T � � i I i � i i ! I � i I � i I i i � . I I I i I I � I I � � i � I ! � � , I I I � ! i i t I I � __ �_,_.____­___�__ __4 I ___ -,-- ___11___­1___1 __­_­_,_______ ------ - - � ­_­­ _­ _­_­---- ­1- - --­---------- -­-----r--­--------------- , __ __ � -�--­------------_ ---,- --------t-------­ ----------- -I--,--- -- -­��­---- __ ------- - - --- J_ - ____________[_ __4,_,______ _ - __ __ 1______,_­___­ _-, _1____________A1 ---------- � ---- __­ 11--_ --.---,-.,---.-""----,-,--�---,�l---- __­1­._1__­_, ____­ --------- - �,--,-�..,-----�l--",-,----------�---,-�, __­_­___11­11 ­__1­­_1._1­__­_, - ----,--�l-i--�------..-�--,--�---�-"---,----,-,--. _­____,_,_,_, -"-,--- __ _ , -_ 4________ __:�­ ________,___,_,__,i__1 ----------,-----------,--,----,,- --- L � -I--- I -------- �---­­ I ______1________,_,______., _______L___ i I � __1_________­ , ­­­­ ---..--,----�--,-.�-��,�-�---,-.-� � I --i 111____­_1­ --- -- ------- _+ - � I � __­ f i ________k__ � � I � � � i t � � I I I -_ . 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AN :., i-m"m I=I ­ - - LEG ABBREMADON5 CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JB JUNC71ON BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN _T --22- . 0. M., 3_06 3, - TOP OF MANHOLOOP OF CLEANOUT ELEVATION - IIII_,, � am 40"IIIIIIIIIIIIIIIIIIIIIIIIIIm � mamommomm"m � � � TRACT BOUNDARY = =I= wmm mm mm = PHASELINE - - - - - - CENTERLINE --------- RIGHT OF WAY IR KERN DELTA WATER DISTRICT IRRIGATION LINE - SEE SEPARATE PLAN - S EXISTING SEWER . S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE *A7 PER C.O.B. STD. S-7. () CONSTRUCTSEVER CLEANOUT PER C.O.B. STD. S-20. �IIIIIII - _� �IIIIII` CONSTRUCT STORM DRAIN PER C17Y STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *A" PER C.O.B. STD. S-7. 0'r CONSTRUCT CATCH BASIN TYPE *A* WITH IV OPENING PER C.O.B. SM. S-12. I zmomAmsm. SECTM LETTER L. . .. . . . . 2 SiM WX SECTM IS SHM I 1 4.24! 'I � :1 10' WIDE FLOWAGE AND DRAINAGE EASEMENT I � I I I I LID TO BE 1/4" STEEL PL I I FASTENED TO CMP NTH 3/8" 1 1 RIVETS, SPOT WELD, OR TACK I I WELD AT 1/1010 POINTS OR BETTER. <j I I I I )_ I W I L f I Q!, I - C,- I i2l I t9l I =:� I I � III. U_ I , __ --- __ 1 2:1 MAX. i I __ _-, I - I ­ - - ) I EX, T. I GROUND . FAA,, m I D �_ of -11 W �_ V) �_ I . _j z to I , I . I (-Y I �I ­ .. � �� , " I I I � �� . 360 358 356 354 352 350 348 346 A" %,#-T-r 342 340 338 336 334 332 330 328 326 - 322 320 6 1 i 15.76' 1 011.4 - 1, 1.76' 14.00 t PROVIDE 2 - 8"x16" OPENINGS ON - -I- - OPPOSITE SIDES FACING NORTH AND >_ UJ I W U_ > SOUTH NTH 1/2" DIAMETER BARS < 0 C) x N 2" O.C. 2r- UJI,- 0 =:) OM 10 C:j W W I I m W M 01 r*,- 1 �- 31'-�� NEW x v_. U U.j < r__ V_ 5.1 MAX < z:Q_ PAVEMENT !� _H 9 I i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� ___� aq�m_!M_�� - __ 343.50 OPENING FINbiED 6RADE I f L1_ -.1- .....� � 21 1­� _0I`_ \ W 11 ,� � IIIIIIIlIIII��II��IIII,,iI,I�o ,�7111 1,1111,1111 ... 1111111111111111111 / . / , I 1k, Q_ . I,/ I /I/ I / / , // .1 \ - , � 11, (::)I ,� I I \ II.r I , II ... .... ! '' 7 I ", ...... \ ........ / -�- . �, I � I / K, \,\-,/, ,,, I , , \�, \N " , I x - / ,��\ , �,,'-,,�/\,9"\"��/\,' " , / � / / 1�" / SCALE: 1 " = 50' , - - ��, I " , �� '�, X, ,/,,' ,,-XN"-/ �\/"/, I / I I 1/� , /,\, - ", I I - I ,\N\\,\ ,.N ,,\ ,\ 09 � ",-,�// \ 1 50, 25' 50' 100' � / \' /' 9$ 1 ���30 0 1 1 im 1 71 5&4�1 VARIES to- *j I 11 - I . � I " -1 _-_ 6 -1 " . 11 I I ;--e -----O-- " I P.C.C. BASE 6 #$ t­- 6 $9 1 - �__ 42 ".. . `Y INLET "TRUCTURE JEMPORAR - ID - NOT TO SCALE ----------�.--------------�------,----------------------.-------.,------,�----�--------------------------- -(now what's below. Call before you dig. 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III, EXISTI�G 8' SEWR S11 "mmIIIIIIII__,"x.*%1i1rAt*9 m A I IIIIIIIIIIIIIIIIIIIIIIIIIIII,_ - I 1 I " I ; cj I♦I i3 '8 8 I -8 � Pq 4 1•1 4 1 i I I i• g I i•- ta 6 U.0 I ; 0 to to u1i S89lr33*E 00 !� " I -4 I I I I jg� + a I + I + 23 6e + W I t i ti gam Im ____ - I 11 - I. - ff , ='! .t I %,T, I r I n R890I F --r- - - 261.81'12+00 -� -, lip) :a , I I I i I 411 i " 11 I f }sue a 0 cr I I if I ' to IV- 0 _j I � p C3 I ? , 1 It 8161 z F= ::�,j I Uj117 It . I i cs m + p W_ I < t; i . " 1 16 , " I I; L I I �i RIO VERDE DRIVE SEE SHEET 3 . %_ In= 260.00' 1%. 04 1 .1 11% / C5 t-: cn ir D N � \ %t7, Z, .� I STA. 15t2l.81 §ffiE-AM AVE = 00 I a 9 42 �L WINDING /r 11 0! %_ 00 ( I - 5 STA. 1,8+68. .L RED IRON ST I � ) � I I = -3 I / 11 17 C.3 i = -A " IIIIIE 1*74 /I I ) I I ,_�, _j %, J "I I ,�� (6: J~lk , iE 1, 1 10 / 1 t </ 11 ME - if I cq 1 22 = c3 IeE F I -.j,I %,�:3-, I E. I d 23 /' 42Ri1 =11// / ( :W � v I X . I I I I t 0 x I /``IIIIIIII� -/ :III • a I � -9+ -------- m r%. 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S_ CONSTRUCT SEWER PER CITY STANDARDS IR KERN DELTA WATER DISTRICT IRRIGATION LINE - SEE SEPARATE PLAN G CONSTRUCT SEWER MANHOLE . TYPE 'A' PER C.O.B. STD. S-7. () CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. �IIIIIII ­___ CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *A* PER C.O.B. STD. S-7. 015M CONSTRUCT CATCH BASIN TYPE "A' WITH 3.6 01"ING PER C.O.B. STD. S-11 ; 'I " ']*1f,zTi1I144,Z � I i I'll, 11 N 2;t � 2:4 ii :21v , I fit, , 'A 50' 25* ot 50' 100" I- = i I i I I I I i '� STORM DRAIN LINE TABLE i I I I I I � i .012VINIZ, 1 1 I; I I I F I r I ��---------------------- 0*42'26* E - IIIIIIIIIIIIIIII44#104IIIIIIIIIIIIIII1 I = ��I��� # I I I ; ; 0 I I IIIIIIIIIIIIIIII076,41IIIIIIIIIIIIII11 t 891 I I : ; 0 mNims IIIIIIIIIIIIIIIIi I . I IIIIIIIIII11it; I i I _____,____ - __ ___� I S 0*42'27* W 1 i I 0 I i i � N W42'27* E IIIIIIIIIIIIIIIII� L I ## w CROSS SEC'nON . -# .! I I I 11 I I I 1! I in I #I 1; I 1 PHASE. 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I --I---- � _­________i� I --------,------.----, - - --l- ________i I i I - � � - I --- ' 342 --- I _______i�_____ -------4--­----4----­ I -L I 342 ; i 1 1 1 � s i . I ; i i i � � I I iq i i 1� �. I I ! 4 1 1 � I I t I I cs -N� I � I i i t � I Ir ; , ! I r- I i i � I ; � I � WATER 1 1 1 i f ; I I r*,: I ! i ; I t I ! I ; � I i � i . 04, i i � I I I I ; �,___­,­­__­__j---_- - ------- - L I -,- - I _____,_L__- I - __�=, __,_ - t ------_I_---------- i � I i IIIIIIII� i i ---,i"---- I - - - �_i �___ �_______�__ - - 1 ­_ � I � -f- -- - . i ' 340 340 t 7- I � i ___�_ ; � i i i I i I i I i 1 i 1 i i i i I ! i I i i i i � . . � � I � i � i i i i i I I I f i i 11 1 1 ; __ L I I i � � ___ ___ !_ I ; , __ 77717-7- 7­77-7� ---4----,------- __"_1L___1__1__­____t �___.,_ L.,] � i � I --,--" i 01 - - -------- I i ; � i i __4__L__-_ � ---- �_ � � I __ 1 338 ---4-----------," ____�__ --- __-_-j'-'_­'_'­_" --- 338 i ; -1---------'-; i i i i � � j 1 2 i __ INVERT l8m _f I i i 3 � � __' N t � � � - .000- •i - I i � � I I DRAI t � I I INVERT Ile I i ; i � . I I � LIIIIIIIIIIIIIIIIIIII,...._ . � I � I * � t i I i• i, I .•� DRAIN i � i - - -WI 1 7 �•�--- i � i � ;* , I f z I I � i � , �. ..A.M.-WWO-IIIIIII 111%,IIIIIIIIIIIIIIII_ I! ! 1 i t _**`II i I � __4-� ." 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I t .", i � I � � I m I i � � I SEIM � I ; : I INVERT -!-`0 i I I � � i i I I � ; U) x I t I � ; I i i � ; I ' � � I t i i _04 'I I I ip- i I i ; 2 i > � I t � NVERT 8* 8EM 1 1 i � i_: i i I � i 'r-- - __ (a - I --I-------- ___.____-4----- _1____-__1_1__ - ._--­_-_­ I ­­­­1 ------- � W ; I- ----T----�------ ,_,_T_______, I ------- f-- ---. m- I----'------- _,__-____11_______-________ k ; 1 334 --r-4--mv- � . - � I i � I t � i 334 m : jr 0 INOTE- CONTRACTOR SHALL LOCATE AN VERIFY ; ! i I i t � I �z 1 i i R I i � UJ W I I I _ ; 00 i I � i i i I I I i i i r1r) i I � i Of- 1 § g 1 ELEVA71ON OF E)aSTIN0 STUB AND NOITIFYi i i 00 * W z , i � % I I � I � I � � : � i i i i 1* 011 i i I I ff 1 1 i -.Z i ::; i i t i I I � -."ce J____'___­__L­_�­ 1___­__1______ --- -*-_--_---_ - --- ------ I , � , _!5 '------'T'-�----------,L------------ r � '-'-_T_-___­__­` I � i � I __ J-5 - ------ i_ I -N--j---*---*I-- __J 332 - - co,,�. 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LF OF �18" RGJ�RCP 0 Qi= I I I .- I I I i - i I - 77 - i I I ; � : i I i I � � 1 , ! � ; � i I ! I ! � � - - I __ ___ __ _ i i *xo �_­­­__­ .. ..... ­­_­ - ----------- " � ­­ - ---- - ------- ---- ­­­­-_� - --- ------ ­­- ­,­ . ..... �,---,��--,--��-"--,�--L'-,-L-L-,--.�'--'� ------ � ­_,__'____­ ___;__­­__"'__,___ _­_­_______,_,__ ",­­ ­_­r_,__­1_­___11 1_11­1_­­11 11-1. 1_1____,­­',_­­'__­'r ------ ­­______' 71. � L_ --- _1_____�_______j__I._'_.____, �--�-�-----,.-,-�-�-----�-----�,--.,�-�---�-,--.--,-�-,�--�-jl-,,--"-,-- __­__­,tL_'______ ,-------,-.---�.�,�-----.�----.�"- _"____,_1._111_� ) 7,77,77777* -,--.,-,-,-"--. ____,______,.___ __� 324 324 324 � ­- � 324 12+00 13+00 14+00 15+00 9+00 10+00 11+00 12+00 N ; ABEIREMA11ONS CL CENTERLINE SMH SEWER MANHOLE INV INVERT sco SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION je JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN . . 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TO STA. 18+88.84 C.L SCALE: 1" = 50" HORIZONTAL 1 0 = 5' VERTICAL , ---'--1--If-r—'-,---,-F-----,--� 3581,------i---- —i------ � 1 358 i i i I i z I . i i I � 1 .i i i t � I ,i I � I I i I 1 356 i 1 .--------I 356 ! i I N I I i ; i 6� i 1 1 C3 � I ! i � 1 �__,7_ --- I I I I I ------- - ­4 — ----- ---­-4-- 3541­---­-- 1F-----. 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I I � � ­­1 342 i I i � i I I I I I I I I i 1 1 1 1 I I I I SEE SEE TiON E i It ____, - -4 ---i I I 3Q,--- - - , I I WING —If 340 � _i_______ __ — i I I ---,--"- I I I i I 1 i Ill, I Ill L � I I 1 FORS t M DRAIN 1i I AI i i i --L I ____ . ____ ---,-----J ________,___J338 338 i � I I - { 6-----,*---.-I --,-"--"-i-----------4-------�333 6- 1 1 SEWER i ! 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A-Vi-9 1M--- LINE TABLE S45' 42� 27.30"W N440 17' 32.70"W S89' 17' NO* 42' 27.30"E S44' 17 32.70 E SOO 00 42.44E 1 SOO 42' 27.30"W 0 350 F- 350 348 348 346 2 Pq 346 A7 ROAD L ROAD 344 1 -1EV. 343.5 Y 344 1'240'A P 342 342 340 340 338 338 336 LJ - 336 334 334 332 332 IN W- 110XI" Id IV: Ak L 4111 111111 � 7 1:1WIC110 SCALE: 1" = 40' HORIZONTAL 1" 4! VERTICAL 0 ............ 130001' a CL CENTERLINE SMH SE MANHOLE s- CONSTRUCT SEWER PER CITY STANDARDS INV INVERT sco SEWER CLEANOUT G CONSTRUCT SEWER MANHOLE SD STORM DRAIN SDMH STORM DRAIN MANHOLE TYPE *9 PER C.O.B. STD. S-7. MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION 0 CONSTRUCT SEWER CLEANOUT JB JUNCTION BOX R/W RIGHT OF WAY PER C.O.B. STD. S-20. SCR STREET CONSIRUC71ON PLAN CONSTRUCT STORM DRAIN PER CITY STANDARDS M .363.22 TOP OF MANHOLE OF CLEANOUT ELEVATION /TOP 0 CONSTRUCT STORM DRAIN TYPE "As PER C.O.B. STD. S-7. .T. MANHOLE 'mr CONSTRUCT CATCH BASIN TYPE *A* TRACT BOUNDARY WITH 3.5' OPENING PER C.O.B. STD. S-12. lip PHASELINE TIQN DMIAM& CENTERLINE SEC TIMI LEM RIGHT OF WAY . - . - 2 Know whars below. KERN DELTA WATER DISTRICT'S IRRIGATION LINE- SEE SEPARATE PLAN SHEET WHERE ,4,m SEC11ON IS SHM Call before you dig.