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HomeMy WebLinkAbout1.2-7261 PH 1 & 2 Record Drawing�k 4.5' MIN. TO 7' MAX. q MULTIPLE UTILITY TRENCH 5' 4' R I TYP. U J m3 60" ° TYP 0 1 MtN. 4» SEWER LATERAL \ ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE VICINI I MAP NO SCALE STAMP AN »S»INTO CURB FACE OVER EACH SEWER LATERAL q SEWER MAIN q STREET � R 4' 5' WATERUNE nP• Y FINISHED STREET Q /-GRADE 3 36" TYP. f - _L_�� O 1% MIN, 4, SEW, Lp,1TRAt i ' SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES 23' MIN. TO 60' MAX. y 6 ORB SEWER MAIN DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. - FUTURE COMMERCIAL SITE ! 10 11 12 13 14 i 9 e it i } R 8 E j f t I i 40 39 38 37 3 i 7 it 6 ri 2 3 4 5 4.5' MIN. * TO 7' MAX. SURFACE MARKER FOR LATERALS PER C.O.B. STD. S-1 LEGEND: UNIT LEGEND CONT.): PHASE 2 ABBREVIATIONS PHASE 4 T o NI FL/F.L FLOWLINE R/W RIGHT-OF-WAY *J351.9 TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE 24" STORM DRAIN ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. CITY OF BAKERFlELD SDMH STORM DRAIN MANHOLE LF T.O.M. TOP OF MANHOLE CB CATCH BASIN _D____ - CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK 1051 P/L PROPERTY UNE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE CATCH BASINS EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY -- -- -- TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE s EXISTING SEWER IRR IRRIGATION STD. STANDARD - 2 SEWER IMPROVEMENTS u EXISTING WATER Q SURVEY MONUMENT H BBOOXX OPOSED - CWS TE V &VALVE PLAN _ _ -� -EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE "A» �} EXISTING GATE VALVE — - - c - - - c - - - c — EXISTING GAS 2158 PER C.O.B. STANDARD. � PROPOSED FlRE 1187 5004 CATCH BASIN WITH 3.5' OPENING HYDRANT ASSEMBLY - SEE CWS PLAN -- -�- _WASE LINE 1020 PER C.O.B. STANDARD DETAIL S-12, EXISTING FlRE HYDRANT O EASEMENT LEGEND STANDARD MANHOLES UNLESS OTHERWISE NOTED. $ PROPOSED 2» BLOWOFF 2 �} CONSTRUCT SEWER MANHOLE TYPE "A- ASSEMBLY - SEE CWS PLAN SECTION LETTER EA. PER C.O.B. STANDARD DETAIL S-7. /—PIPE SIZE- A ® CONSTRUCT SEWER CLEANOUT PER 8 S —UTILITY - - - C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 2 EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN of FUTURE MULTI -FAMILY LOT 18 19 20 21 22 23 24 25 I $A D -S— I 32 31 30 29 28 27 26 1 ._. 1 910 11 12 13 14 15� 1 4 1 _ 23 22 21 20 19 18 17 16 i N co N 5 6 7 8 9 10 11 ) F- U a Al Avuf 12 1 w Of 18 17 i 15 13 :3 19# 14 1 � 9 i 10 11 12 13 14 —7R A UE I I / 23 i 21 20 19 18 17 16 15 s fi }} if i 1 KEY MAP QX DENOTES SHEET NUMBER SCALE: 1"=200' NOTE: TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER DOC # 217174003 SUMMARY OF IMPROVEMENTS STORM DRAIN IMPROVEMENTS UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 TOTAL 18" STORM DRAIN LF 389 848 85 395 1717 24" STORM DRAIN LF - - - 761 761 30" STORM DRAIN LF 178 - - - 178 36" STORM DRAIN LF 1051 - - - 1051 STORM DRAIN MANHOLES EA. 6 2 2 5 15 CATCH BASINS EA. 4 2 3 4 13 OUTLET STRUCTURE EA. 2 - - - 2 SEWER IMPROVEMENTS 6" SEWER LINE LF - - 244 100 344 8" SEWER LINE LF 2158 1050 609 1187 5004 4" LATERALS LF 1447 1020 871 1061 4399 STANDARD MANHOLES EA. 5 2 3 3 13 CLEANOUTS EA. 1 1 - 2 4 CITY OF KERN COUNTY INDEX OF SHEETS BAKERSFIELD CALIFORNIA a I& lk a ..rk Im FOR TRACT 7261 PHASE 1 TO 4 SHEET TI TLE 1. COVER SHEET 2. NOTES 3. BANDELIER DRIVE 4. BRISTOL SPRING AVENUE 5. CANYON TRAIL AVENUE 6. LINDEN TREE AVENUE 7. CREEK BEND DRIVE & WYNNFIELD LAKES LANE 8. EAGLE PASS WAY, JOSHUA TREE WAY, & WIND CAVE WAY 9. MISTY WATER WAY AND RETENTION BASIN DETAILS 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 NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS A� ANY ERRORS, OMISSIONS, OR VIOLATIONS OF TH RDINANC STANDARDS AN SIGN CRITERIA SHALL BE RREC D DU G CONSTRUCTION. 0� /V t'' 7-4-16 BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: wu--- - _r /-1-j- , cd N STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 BASIS OF BEARINGS: THE BEARING OF N 88'57'35" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (PER PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP) [U.S.G.S. DATUM] o Q -®3o ow , P k REr t f m Know what's below. Call before you dig. Q V Z STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN UNES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCA11ONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM LIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. U11UTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL 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 RESPONSIBILITY 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 INSTALLA11ON MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SEC11ON 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDI11ON AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 11)", 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 CORPORA11ON FOR THEIR "MAINUNE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLA11ON MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICA11ONS D -268D 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 INJEC11ON MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS MALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLA11ON MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3D34 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJ EC11ON MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDA11ONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLA11ON : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C3D2 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360* OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (251C t3 ). PROPERTY INITIAL (PAR. 1.9) TENSILE STRENGTH 220D PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGA11ON AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 1D -SEC. 35-51) t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY 11ME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 1DO POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70* - 80* F(21* - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTUNG CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLU11ONS FOR A PERIOD OF 112 DAYS AT 77* F t5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOW11ONS AND TESTED IN ACCORDANCE WITH SEC11ON 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOWTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** ix** 1% D.1% 0.1% BOD NOT LESS THAN 70D PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOWMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED NTH THE SHEET. 1.E. 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 RECOMMENDA11ONS 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 END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND 11E HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE EN11RE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER MEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHAD_ TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH NTH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SEC11ON AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH UNED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN UF11NG PIPE. ALL HANDLING OPERA11ON SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360* LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED 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: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (1DO-MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTOR11ON IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE EN11RE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUC11ONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JLJNC11ON OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UN11L PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPUCA11ON TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE {AIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED LITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,001) VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHAD_ BE ACCOMPLISHED IN ACCORDANCE WITH SEC11ON 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WALL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (51) MM) BELOW THE LINER TO PROVIDE A TAB, A 1D -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPUCA11ON OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UN11L NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL., MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICA11ONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLEC11ON BY PULING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/1 DO X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFL.EC11ON IN % (57.) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR POR11ON OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SEC11ON OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UN11L THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST -22, AS MODIFIED ON THE CONTRACT PLANS. COMPAC11ON ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVA11ON OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -22 AND DETAILED SEC11ONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTEN11ON OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SEC11ONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND U11UTY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGJLA11ONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSA11ON FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTEC11ON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA11ON OF TRENCHES NECESSARY FOR THE CONSTRUC11ON OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUC11ON SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUC11ON SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERA11ONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992- BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30') FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UllUZA11ON OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELAW PIPE SPRINGLIKE. 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 BACKFIWNG, CONSOUDATION 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. I[111AL BACKFILL "BEDDING MATERIAL' AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIREC11ON OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OP11ON 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/INR 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 ROWNG AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90V RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROWING 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 COMPAC11ON 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 COMPAC11ON 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 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 (907.) RELATIVE COMPAC11ON FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPAC11ON TESTS WALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCA11ONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 1D, SEWER PIPE INSTALLATION 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 WALL 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 COND111ON OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE 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 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 VARIA11ONS IN JOINT CONSTRUC11ON 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 COMPENSA11ON 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, � 11 ` v. SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING " FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. \ `�!' `;• gat E,, ,aQ SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. ` s EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION • 5 .G2 COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON � THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH WA_ e` THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL E " �� C� PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. GP 1 ..;. ­ ,'� .. 11. SYSTEM TESTING 0 ?-6'3"ot6 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. w ,' y - , PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY N011FY CITY OF ANY PIPE LOCA11ONS 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 SHAM 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 -UNE 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 UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.D' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SEC11ONS 70-1.02H AND 71-1.07 OF THE STANDARD 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 SHALL BE TYPE 'A" FOR PIPES UNDER 48' IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, (LASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SEC11ON 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 SEC11ON 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 MALL 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 WALL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE COND111ON OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO 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 COND111ON OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT 11MES 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 COMPI F11ON 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 COMPENSA11ON WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED/JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADD111ONAL STRENGTH REQUIRED BY BORING/JACKING OPERA11ONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERA11ONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERA11ONS 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 UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLE11ON OF THE INSTALLA11ON OF THE CASING AND INSTALLA11ON OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING INR 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 OPERA11ON AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERA11ONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHAH 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 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 COMPENSA11ON WILL BE MADE THEREFORE 17. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SEC11ONS 7D -1.D2 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 SEC11ON 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 � .. I PLUMB. T SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCAl10NS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERA11ONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. c c GA WIJ RK Know what's b@IOW. 0 A ®.2' ®.w Call before you dig. FPA a ��, ' ' '­`­ - ' ""' I �'/ A, / -', �'­% "'f" ,,,, " � -, ,_1 /�)� � � , t, , 11 �" i_ 2 _1 _, ' t� . �.-,----,�,--,--,""-�l---""""",--,�,- �'­. 11.11,11, I-- __"­___'_"­ __ - ------- ___ Hetet Id FUTURE COMMERCIAL SITE $'W -A WYNNFIELD LAKES LANE WATER PLANS SEE SHEET 7 FUTURE MULTI—FAMILY RESIDENTIAL ` Z J J -� t- 11 5' 11 11 - O I � f T Z �A ' I u� ' J , J J I J J n N 11 20' + 20' �" rn f" f" ! a 1 .16 W O Z N O J- J- J J _j aw m Z. Q cv I O I o I $ I o o, oo c�i 30' 30' o'er �A - I I J 0 3 -� I J -� _j �' - Y Z J m d d O O cz OO M O M O I O r7xs I J ZW � �vn 10 � M M M M M O,� 11 WZO p OtMA �. pi p�� ' � ' w ' O p I O p m� z�� I 11 12 ��1 13 ��1 14 1 ��J NN jj > CjtOAZ i + NM> M M M aj O O Q d d tjj I Uj 3 I 3 +L� 15 3 J j� Z . Q ^ J>W 1/ i 0: W Z M M M M M J-1 �O0 , w w w l04 w ZJ �: o� 18 19 Q 20 21 oo+ I c I c � _,Z� J Q�� Z�WJ I m 22 i 23 i 24 25 �pp I^n N o M M rn ai ai Z(0 ��l a , I I zr `' I to I vwi I J� , ' I I , I + 9 ��da �+ m r� r� d Q"10 ® zco� I aN�� a' ai vv I cn I I vwi I ++ t~nt~n o I + I + , PA + '�} ±,m ac o 0,0 N}+ + m�¢w M moo a t2OtA I N N ' M �0 .�� :cT .-mWW + PA n �UOO M p d d d ^^ d d ^ I I I I �- a a r w r- Q a �n I I I w N oO + , } + M as co ?ad v~i v~i R%W a Q Q Qr-ciw �aa t" vv~i�zo I ^ I cn++ P oo I ! + I + + r- j d ¢ r v cn:z o r- f- f- I >r I� N rn I 1 0 00 `n "' _ _ �Z <- r<- ri (n � R f 4N rQ- w �Z - - -- v N 5936" D 421.64' jt +0 "' N 36"D +0 FI 18 + 1$'ro �� - -- - _ + - - _ _ 13+00 _ _ N 885936" W L1) �" �� 15+00 " FL _ - _ - — +- - —I-- - - -I-- - N 8859'36" W. 16+ `" "' •17�nn .., . ,. m n I+I CREEK BEND DRIVE SEE SHEET.7 Q0 r 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 I / / o z O TEMP TURNAROUND EASEMENT PER DOC.1 217115298 W v OU4 O rn O N iQ cr, c�1 K� FL/F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY INSTALI_ 360.OD LI "PVC WER .25% ! CITY OF BAKERFTELD SDMH I I T.O.M. TOP OF MANHOLE CB ( INV. INVERT GB GRADE BREAK INSTALL 0.00 LF 8" P SEWER 0.25%' PROPERTY UNE FH FIRE HYDRANT i EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE K1 K1 EXISTING XRW EX. RIGHT-OF-WAY C/G IN ALL 379140 LF 8" PVC SEWER 0 0.25% SURVEY MONUMENT I 0 STORM DRAIN MANHOLE TYPE "A" EXISTING GATE VALVE I PER C.O.B. STANDARD. i FIRE HYDRANT INV. INV. 18"D! CATCH BASIN WITH 3.5' OPENING PROPOSED ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, V EXISTING FIRE HYDRANT I UNLESS OTHERWISE NOTED. a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN O ,01 PER C.O.B. STANDARD DETAIL S-7. /--PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER 8 S —UTILITY: M rM C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE G -GAS D -DRAIN > » Z iZ0 < m+ 04 Zpm IA M M cn Q �A O N 00 =�M QZN_j0M �� i QQ K) cw cn MM FQ ! v w f j 'jj vcnw ' U)� V) C-) W w w INSTALL I 18". GJ -RCP OF.18" GJ -RCP. } b.20% o 00 00 w W 90 00 ; { zz I 00 00{ I J I �(( I I j i wj 00 � O C > T I i i O _g? I 1 I J� I { f ^� Z i ( I I I { tj W I i in 3 >> LLJ�s ( I ! M c `'� Q W � ( ' ( LLJ N a M N �' w w �o� �' ' � I v, `sc?cy. > vwi cn �p ( ILI w > � � sem, ��• � ! i � w rya , f — --- --1- -- —� { I I , { I i GRADE 0 CEN UNE ( I ! I I CON TRUCT PPE SADDLE PER C.O.B. ' ( l I 1 LOCAIM4 SING(' INV. - Al I PI HATH ANCE LESS TH 12". ( 8.W INV. " 8 D l �{ - -0- I • INV. 8"SCD - i i M c_i f l i T7 i I 1 I i i - - INV. " Z Dw Z 3 w_ # '- t7 tlsi i j f I 1 I I ( s o i INV. 8S - ----,I----- - - - !- - �- - - o o ao o r� j � INV. 36" zzz, z -w ( = A - j `� I I a Q w o _ w O hI. m. Jtwnsi inn Ccgm M I� m �jjj rV-{ LU mho w C. ( i { UJ LLJ � V Z O { to ( I -- - ! { dCF) — a '�' G eI + O i i INSTALL( 42.75 M �• chi { c� { LF OF 30" 1 STALL 53.81 LF 1 _j Lj In W ' j INST f 421 .64 »r , RGJ-R 0. } ! RGJ-RCP 2.04% 0 Of 18 R I 0.19 -RCP ® 330 9+7510+00 11+00 LEGEND: 3� 0 m FL/F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFTELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL./ELEV. ELEVATION S/W SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD SURVEY MONUMENT PROPOS© ►f BOX -SEE CWS V� &VALVE PLAN 0 STORM DRAIN MANHOLE TYPE "A" EXISTING GATE VALVE PER C.O.B. STANDARD. i FIRE HYDRANT INV. INV. 18"D! CATCH BASIN WITH 3.5' OPENING PROPOSED ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, V EXISTING FIRE HYDRANT I UNLESS OTHERWISE NOTED. a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN O ,01 PER C.O.B. STANDARD DETAIL S-7. /--PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER 8 S —UTILITY: M rM C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE G -GAS D -DRAIN 12+00 13+00 LEGEND (CONT.): 3� 0 m TOP OF MANHOLE DISTANCE L1 - - - CENTERLINE D-- - - CONSTRUCT STORM DRAIN PER C.O.B. STD. s CONSTRUCT SEWER PER C.O.B. STANDARD W PROPOSED WATER - SEE CWS PLAN -- -- -- TRACT BOUNDARY S EXISTING SEWER w EXISTING WATER - - — EXISTING STORM DRAIN ---c---c---c— EXISTING GAS _WASE LINE OEASEMENT LEGEND SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 14+00 15+00 z `O c M �ZZ -M cnIr mmmm Uj WWW 16+00 17+00 ff-miTc 19+00 20+00 366 364 362 360 358 356 354 352 350 348 346 344 I 342 340 338 336 334 332 330 21+0021+25 0 f. ®3 ow 6q 7 LINE TABLE LINE BEARING DISTANCE L1 N 01'00'24' E 15.00' L2 N 04'41'32" E 25.05' L3 N 885936" W 42.75' L4 N 72.24'11" E 53.81' 358 356 354 352 350 348 346 344 342 340 338 336 334 332 A SECTION 3 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' #_ 50' 25' 0' 50' 100' 358 356 354 352 )F 350 348 346 344 342 340 338 336 334 332 Know what's below. Call before you dig. 1 Io s�v'0 j 1m FlNISIIED GRLjA PIPE , INV. INV. 18"D! 18"D INV. 8"S I O 1 N 04 ,01 o r° w cn 3 j O ,01 I Z -Z M rM �ci0 Zj O > » Z iZ0 < m+ 04 Zpm IA M M cn Q �A O N 00 =�M QZN_j0M �� �md+-M QQ J MM FQ W v w ��d^OM �Z j 'jj vcnw U)� V) C-) W w w INSTALL 18". GJ -RCP OF.18" GJ -RCP. b.20% A SECTION 3 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' #_ 50' 25' 0' 50' 100' 358 356 354 352 )F 350 348 346 344 342 340 338 336 334 332 Know what's below. Call before you dig. 1 CREEK BEND DRIVE SEE SHEET 7 6 LINE BEARING n L1 F•- J 49.18' tG 00 j 8" PVC SEWER L 0 0.25% J � 5 CD z uj ¢ o, � O INSTALL ! 0.00 LF N N 4 s �0 0.25% I i 3 1< 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 UNE TABLE LINE BEARING DISTANCE L1 N 57'2839" E 49.18' WHITE FISH WAY i� i I1 I 1 t12+00 1 1 1 1 1 20' I 20' 1 1 30' 30' 8"W -SEE + ' 1 u 0 00 I I WATER PLANS I N U r, 8 Ir I W o r1Z 1-4 1 (dam z 1= N O I O O O �' M I 1 J J -' O O � z 'r o o i O , -`� , o,M 11 0 , 0 1 o I moo �OUOjtp N ' N ' N ajd' 1 $IO I�NM> , ' O $ 1 $ �ODOD w NM off, 9 10 Z� ± z �z�� 11 12 13 ' 14 N ANN v.. Q �..� .4 N i � � �0 Z�W� � � � � � � � � 15 � 0 - co � ,zz 0 1 1 o =mss l I la��o� to i illi I N 1 N 1 �NN (n p 1Z% -'U' N + N inn I 'm^¢N ' O O i $ , $ ' )' N 0 + 1 + ���' $ $ PA o aoo � 1 � ImCN �¢W I , ! 1¢1¢- �, UNZO C+i I O+s + co Ic�sS'�� iiNN , , ' ' N q ` I N N , 8"D 8" PVC SEWER 15+� "' 17+00 I s N M N 889'36" W g 8" PVC SEWER N 88.5936 W 365.00' , -+ - - -�-- - I_-- + a - -I- - - -,-- - - + 15+00 -- -_ N 8859'36" W 205.00'-x, N o 18 D 18+00 o -c' 19+00 2020 00 N 88.59'36" W / FILo -- -- -- -- -- - ' M o 00 N 0 o n $ 1 $ 1 0 1 0 1 b I b R/W / Q d r1-1 0i p M M z l o u ai 1 Qo, W! z 1 1 0 1 00 , $ 0p N N I z M 31 a M M i i M 1 `TEMP TURNAROUND U p z 8 �, 23 i z Q,$ 1 EASEMENT PER Q_j I g 22 � 21 20 19 18 c 17 16 oma. 217115299 W Q + o¢ 1 1 N 1 z3 i �3 , uiz ¢ ' o� N o $ z -j � $ ' ,� 3 f d 1 0 1 0 1 1 Lti V co W I ui I¢ ci o o I o 1 O , � 1 2 rn - zoo uj + + + I J o 1 30' 30' 1 N 1 1� N� 1 .^_ 1 °D 1 �' o O c: to ui m w 1<_ H ' 0 1+\ 1+\ a Q 1 PA Q 1 1 `� 1 O V3 of �J "' "' zvv ��� �„ N N N i N i 1 N W LN C)C) 00000 N1 �$8—I voicncncnRl _NaD �+++ �� ++ -7 _ to cn 1 1 I_c9 NN+ N 8"W -SEE a 1 1 WATER PLANS 6� N I I i r EAGLE PASS WAY N SEE SHEET 8 M BRISTOL SPRING AVENUE STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ��fr UNE BEARING DISTANCE L1 INSTALL 360. LF OF j 8" PVC SEWER L 0 0.25% i INSTALL ! 0.00 LF 8" P SEWER s �0 0.25% ( I ' I iI INSTAL365. LF OF PVC 0 0.25% 1 - I I •1-► I f 1 -o to 1�0� IN vn o wztn� �1,, M. JM i ( i i 0 00 00 00 d N -j 00 I W Y O m ( pp i w ZZZ \W 3cn U> z j I _ _cj ao 3 w zZ C3 0 Z °- 3 Mj — Z ui I .- Q $3 C z O M IOD I ( I J o Q + ( I ( l ( ! <Y Ln pji W J J N W N ` W •tr to WWW - 1 I W {i w W F• {{{ - i i IJ I � � I � `� o� �a � w � cp � .�0• i � • PIPE SADDLEi i # APPROXIMATE FINISHED ( I ADE 0 TERLINE# APPROXIMATE FINISHED i PER C..B. STD. -9 AT ( I GRAD 0 CENTERLINE ; 1 GR CENTERLINE I LOCATi S OSSING ,'O NV. ( I INV. 8"W lIN" i I ► I LESS AN 12" 8" INV. 1SDL i � r { t ru I - :!— { I r I i • �'� ( i 'n emn 'oo I t # ! INV 8'S i '—"'�'_'. • I INV8S i1� 'r I I O 8"S � i I ww z toINV. PERC.O.B. S D-9 Al 001u 001 ; I I t T PIPE I I I o-, Lr` 001 LOCATIONS OF CROSNCONSTRU C, 6 . w ± I PER LOCATIONS CRO NG ( ' a > > > ; LESSi THAN 12 � z z ? z PIPES WITH CLEAR CE z z� i I � o 0 LESS THAN " 12 �r Z 3 II Q �� Zm cA Z cIz I. ! m+Jrnl CONTRACTOR TO HAVE A LICENSED SURVEYOR— �-`' m I w VERIFY LOCATION & INVERT ELEVATION j I # o jjj WWW i 0 0 F- I in WW J1J W 1- ¢ W U o w Z 0 4 1 JJJ WWW , OF SEWER STUB PRIOR TO BACKFILL. 1 - �,.o i I ( INSTALL 49. $ LF OF I I I I I 3 I " i It V. 36" DRAIN 332 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 368 366 364 362 1360 358 I 356 354 352 350 348 346 i 344 342 340 338 336 s 334 � 332 21+0021+25 LINE TABLE UNE BEARING DISTANCE L1 N 57'28'39" E 49.18' LEGEND: LEGEND (CONT.) ABBREVIATIONS FL/F.L. FLOWLINE R/W RIGHT-OF-WAY 351.E T O'M' TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE g, Sit `'� � � C.O.B. CITY SDMH STORM DRAIN MANHOLE BAKERFIELD p_ CONSTRUCT STORM DRAIN PER C.O.B. STD. d� T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD F>v ' EL./ELEV. ELEVATION S/W SIDEWALK E, PA PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE TRACT BOUNDARY 02 EX. EXIST. EXISTING XRW EX. RIGHT-OF-WAY --•--- -- -- € C/G CURB &GUTTER CWS CITY WATER SERVICE � � R'� � �� S EXISTING SEWER IRR IRRIGATION STD. STANDARD w EXISTING WATER ►f PROPOSED GATE VALVE &VALVE � 1-o � � � � � © SURVEY MONUMENT - - EXISTING STORM DRAIN GAt-' BOX - SEE CWS PLAN • ® STORM DRAIN MANHOLE TYPE "A" m EXISTING GATE VALVE — -- - c- - - c- - - c-- EXISTING GAS PER C.O.B. STANDARD. CATCH BASIN WITH 3.5' OPENING PROPOSED FIRE HYDRANT -WASE LINE PER C.O.B. STANDARD DETAIL S-12, ASSEMBLY -SEE CWS PLAN — -- �- -- UNLESS OTHERWISE NOTED. EXISTING FIRE HYDRANT EASEMENT LEGEND _ _ $ PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN SECTION LETTER r PER C.O.B. STANDARD DETAIL S-7. _PIPE SIZE A - Know what's below. CONSTRUCT ® C.O.B. TANDARD ETAILCLEANST PER U20. 8"S—UTILITY' 2 g. W -WATER S -SEWER �i111 before You di EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN SCALE: 1 " = 54' 50' 25' O' ' ' �0150100pkl-q 0 1�0� 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 GOSFORD ROAD PHASE CREEK BEND DRIVE SEE SHEET 7 co 1 I l0 2 20' 11 a20' .. j I 16"W -SEE I 30' 30' I WATER PROPOSED 6' BLOCK 1 5' PLANS WALL (SEE WALL 5' z. I CONSTRUCTION PLANS) If +Ia W Z II� g I1 � a o I +t I 1 I GoN Q 1 1 _ .` , ^ p I cn I} IT R/W M I � — p 3 z II EX. R/W 0 cM I} C FL ^ IS N 88.59'36' W 11+00 - 12+00 8" PVC SEWER C o I S a;5'S1" W. 222.2' -- I PROPOSED 6' BLOCK WALL (SEE WALL CONSTRUCTION PLANS) <RErENnM BAM SEE SHEET 9 EAGLE PASS WAY INST 222 28 4F C) N c N � SEE SHEET 8 z� C) FLOWLINE R/W RIGHT-OF-WAY 00 O LF OF 8" PVC v LO p n� 00 SEWER MANHOLE j�+ N cn I o STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE z v00 f INV. �cnLO GB I JJ f � k ALL 243. vON ' PVC 99 I F+ N� ( Co II I 3j ++ J 1 I N ; i XRW O N I CQ di N N CITY WATER SERVICE g�< � t0 � �cn x` pp �Q I cn cn II w �� . i BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE � j S 16"W-SEWATE � ^ � 0,-: zo R,t o J 0 rn PROPOSED HYDRANT ASSEMBLY- SEE CWS PLAN PLAN �Q�NM>11 o�11 I 1 UNLESS OTHERWISE NOTED. Iz $ PROPOSED 2" BLOWOFF ' , JOA• CONSTRUCT SEWER MANHOLE TYPE "A' Bio ' M p p LO z cn Li o s CL I PIPE SIZE ZJ�. QUp � `— e 0.0ul { w cn �a�J I- x ' oI(w 13j I�xa,� N L I 5, " GOSFORD z�w-� ROAD WWj PROPOSED 6' BLOCK WALL (SEE WALL CONSTRUCTION PLANS) <RErENnM BAM SEE SHEET 9 EAGLE PASS WAY INST 222 28 4F C) N c N � SEE SHEET 8 z� C) FLOWLINE R/W RIGHT-OF-WAY 00 O LF OF 8" PVC v 0.25% ELEVATION n� 00 SEWER MANHOLE j�+ N cn I STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE INST 326.72 OF 8" FVC INV. 0 0.25 GB GRADE BREAK EL/ELEV. f S/W k ALL 243. , 7 LF OF ' PVC ®1.00% E.P. EDGE OF PAVEMENT i 1 DESIGN WATER SURFACE EX./EXIST. i XRW EX. RIGHT--OF-WAY I CURB & GUTTER CWS CITY WATER SERVICE _ 4 � t0 � STD. pp �Q ^ II k PROPOSED GATE VALVE & VALVE �� . I BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE � j C) M coo ^ � 0,-: zo 5 o J 0 rn PROPOSED HYDRANT ASSEMBLY- SEE CWS PLAN PER C.O.B. STANDARD DETAIL �Q�NM>11 o�11 I 1 UNLESS OTHERWISE NOTED. Iz $ PROPOSED 2" BLOWOFF ' , JOA• CONSTRUCT SEWER MANHOLE TYPE "A' Ong t� NSM M p p LO z cn ul I PIPE SIZE ZJ�. QUp CONSTRUCT SEWER CLEANOUT 0.0ul J _..1 �a�J C.O.B. STANDARD DETAIL S-20. � I�xa,� �OZ.1W—I e} zo L I 5, " I mrnoo z�w-� tai 1}STALL WWj w o z 3 D cO t?j �c+om06 d- p +_j I 0, GID z ' � � z'rP 4- I cn I t�ii � 20'�I 20' 30' I o++ (W m+�`'cjy' I, +'I • Nai N i { - �aaama 30' I�f1 � =N N I W J N ! � N 1 IC In OD + i ci Z » a � v^ cn cn cn U cn z N i > I ���}{ Ln LL 2 , ' ary � -d { j i I a , cn ! p +ro j LF1 '36" E r� 18'b 13+00 " - D 8 _ N 8859 36D W 14+00 360.86 _ - 15+00 N 2 16+00 1 D L7 1 ��4 + _ — -1 - - -- - - —i — - `N 8859'36" W� - 18'b L3 -- N $859'36" W 400.00' 18'D 8' PVC SE t o o 3Lo PVC SEWS -- —---�--=W p; 12"W -SEE " R/W - x WATER PLANS '- $ I7 b , " 8'W SEE 3 a` I R , WATER PLANS o m $ I I I�Uj I 45 44 23 22 y 21 20 W r _ co IR 3 ' Ic3rnrn of I `r o^MI z I J M I, ^�}. ZOO Sp + NMj aQ 1 I I Xco W I cv O v w M -j W a cn cn l 1 a f- f- -cc d I a m z in L n- I Q W P s P/4 -I N N�� ��oL,:� N 19CD , � vvlzp zvv"�— o , I �CD CD PHA E 4 I I I 8"g l ��o I I I ' I I ' CANYON TRAIL AVENUE STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL lv _ '5936" W 19+00 89'00'00' 326� ,.72' o �~ WATER PLANS 1 w PHASE Q3 JIn PHASE 3 J Z Q J J 'R J 6 J 1 ' P� ' �� zN8 9M M 10 o��� 11 zUi JN �N�W.�ttUN =nn vCD I I ui I M v~i vWic' Q�r; iso ++ MCS fl- N i1 :N& N , cn .iQ cn cnci R/W 1 �• FL 12 +00 N 88'59'36' W 21+00 `�' �1 FL -\ 6" PVC SEWER �, o N 88'59'02" 7 rn l S WATER PLANS o I R/W a, I ti I � I 16 N I 15 1 ^� I 13 v o14� Wo + + I' 30'04 30' 1 a I a I M N 20' 20' N KP/L ^ I I I I I I MISTY WATER WAY SEE SHEET 9 i INST 222 28 4F C) N c N � X 18 1 17 z� C) FLOWLINE R/W RIGHT-OF-WAY 00 O LF OF 8" PVC v 0.25% ELEVATION n� 00 SEWER MANHOLE j�+ N cn I WATER PLANS 1 w PHASE Q3 JIn PHASE 3 J Z Q J J 'R J 6 J 1 ' P� ' �� zN8 9M M 10 o��� 11 zUi JN �N�W.�ttUN =nn vCD I I ui I M v~i vWic' Q�r; iso ++ MCS fl- N i1 :N& N , cn .iQ cn cnci R/W 1 �• FL 12 +00 N 88'59'36' W 21+00 `�' �1 FL -\ 6" PVC SEWER �, o N 88'59'02" 7 rn l S WATER PLANS o I R/W a, I ti I � I 16 N I 15 1 ^� I 13 v o14� Wo + + I' 30'04 30' 1 a I a I M N 20' 20' N KP/L ^ I I I I I I MISTY WATER WAY SEE SHEET 9 10+00 11+00 * * 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTACT RYAN 11EDE (661) 391-5821 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. �c �c PRIOR TO CONSTRUCTION CONTRACTOR IS TO FIELD VERIFY HORIZONTAL LOCATION & DEPTH OF EXISTING 10" SHELL OIL LINE & NOTIFY THE ENGINEER OF ANY PIPE CONFLICT. 12+00 13+00 14+00 *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. 15+00 i INST 222 28 4F 8' VC 0 0.25 - - - CENTERLINE FL/F.L. FLOWLINE R/W RIGHT-OF-WAY ' IN ALL 400 LF OF 8" PVC 0 0.25% ELEVATION i SEWER MANHOLE C.O.B. CITY OF BAKERFIELD I STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE INST 326.72 OF 8" FVC INV. 0 0.25 GB GRADE BREAK EL/ELEV. f S/W IN ALL 243. , 7 LF OF ' PVC ®1.00% E.P. EDGE OF PAVEMENT i 1 DESIGN WATER SURFACE EX./EXIST. i XRW EX. RIGHT--OF-WAY I CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD SURVEY MONUMENT f , k PROPOSED GATE VALVE & VALVE . I BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE "A' p� EXISTING GATE VALVE PER C.O.B. STANDARD. )i FIRE CATCH BASIN WITH 3.5' OPENING 1j PROPOSED HYDRANT ASSEMBLY- SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, b' EXISTING FIRE HYDRANT ' UNLESS OTHERWISE NOTED. $ PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A' ASSEMBLY - SEE CWS PLAN OD PER C.O.B. STANDARD DETAIL S-7. LO z cn I PIPE SIZE ® CONSTRUCT SEWER CLEANOUT � g'S—UTILITY.- � C.O.B. STANDARD DETAIL S-20. � I EXISTING SEWER MANHOLE ; ( " Vi tai 1}STALL WWj ( o z a i0c 3 .00 LF 0, GID F 18" i � R RCP 0 � oJ' I (W � I, • Nai N i { - � I�f1 � N 4^ I J 0_0 0-0 � N 1 IC In OD + Q ci Z » a � v^ �?g Ori a® 1O I �v^ > QaLL u ���}{ Ln LL ary � -d { j QaJ ! p +ro j LF1 00 00 I > > I OF 18" OF 18" GJ -RCP, cn u w j n W W ( -0.67% { 3 z 2,Z H) } I I I W 3 o QOoO I ; ! I m LLIj (Na0 ! ELO t000OD I i I ` I 2(4J IwZ 00 ONO { O =M Loo r 0 _j I M M j t I 3Q z 3 V)II f Z Z =oM I J ?Z Z I Z L I Q � WW 04 " = �O N NN i tt1CVN { m d' —i cSs W Wj 3: i �' J J W W L n i r� ^ M W I t d d M M i II}I � O 't ,' W I h d� to Mi ! Ifi w` W �C cy. IW m Z ! Q Q ; { i _ 4' _M WW I J 1 cn w v> LL, C -301I �s w w �s`'c9 ass 0�' �3 p i w w 2 ( [ APPROXIMATE FlNiSHED j i I GRADE 0 CENTERLINE I EX. Cr OIL � 2 INV. 8"W I ' � I (C�ISTRU� T PIPE LE I { ' I STRUCTPIPE SADDLE� , �, LOCATIM S OF CR NG i f INV. 16 -My ! ' P C.O.B. STD. D-9 AT i i PIPES WITH CLEAR NCE I i I ' PI ES WITH CLEARAN I I INV. 18' INV. 18'd !! •• e • I INV. 6 "t $ T( I i THAN 12' E ! ,# i 1 ..L ' # I ! i j ' ------"-""- - I I i� 13 j ; f IINV.8"S INV. 8"S - - ----"� ( - _ i - - I oo x z ,n Ili A - 0 °-D OD H � OPD I Q I I IRIOR TO I (f0"FIELD VERIFY ELEVATION ' EXISTIN I { < - en INV. 1 "D 2 b I I I �{ o ' OD a0 > > ? w - w > SEWER MAIN A TIE-IN L )CATION a� ��' N' .- w `� ; o '" . OD �" �- -- - f cli AND NOTIFYTHE EN N ANY i ANCI J �1 cn en W cn I o w K1 M W 3 a d ,°,, jd-zl z > ; ; —ZZ .0 t M� LL t c0* t_nl C ; J •A R A ; fC W M10 A a0 = .-M = Do Do ^^`" biz"' Q�,°�° d �P co� �>�; t— �> I� I p ZJ Q » Z Z I Z 1 Q '» Z Z = in ri o+d '`P M M _j W W ¢ o Z w i I Qw.; I I I a. I i ; } ioet_ WLqLq Q m I cn w, y � WWC-30 I 04 I INSTALL 42.75 { W >� >LLJ IN TALL 11139 LF w I LF OF 18' INSTALL53.81 L 1 I { j t I_�? cn W Lal 0 0.71 — Kcp cn 1i W W I IN TALL 36d.86 LF OF I " 18 RG, -RCP ® .71% } { I 58% ,O .50% 1-1 ; ! I ! I I 10+00 11+00 * * 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTACT RYAN 11EDE (661) 391-5821 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. �c �c PRIOR TO CONSTRUCTION CONTRACTOR IS TO FIELD VERIFY HORIZONTAL LOCATION & DEPTH OF EXISTING 10" SHELL OIL LINE & NOTIFY THE ENGINEER OF ANY PIPE CONFLICT. 12+00 13+00 14+00 *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. 15+00 16+00 17+00 LEGEND: 0•M' L1 *--35L'--T ABBREVIATIONS - - - CENTERLINE FL/F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT--OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD SURVEY MONUMENT f , k PROPOSED GATE VALVE & VALVE . I BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE "A' p� EXISTING GATE VALVE PER C.O.B. STANDARD. )i FIRE CATCH BASIN WITH 3.5' OPENING 1j PROPOSED HYDRANT ASSEMBLY- SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, b' EXISTING FIRE HYDRANT ' UNLESS OTHERWISE NOTED. $ PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A' ASSEMBLY - SEE CWS PLAN OD PER C.O.B. STANDARD DETAIL S-7. I PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER g'S—UTILITY.- C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE ; G -GAS D -DRAIN 18+00 19+00 LEGEND (CONT.): 0•M' L1 *--35L'--T TOP OF MANHOLE - - - CENTERLINE D-- - - CONSTRUCT STORM DRAIN PER C.O.B. STD S CONSTRUCT SEWER PER C.O.B. STANDARD w PROPOSED WATER - SEE CWS PLAN --- -- --- TRACT BOUNDARY N 63'032" W — EXISTING SEWER S w EXISTING WATER ____D_ EXISTING STORM DRAIN --G---a---G— EXISTING GAS ..� -WASE LINE OEASEMENT LEGEND SECTION LETTER ,-- — — — A 2 SHEET WHERE SECTION IS SHOWN 20+00 21+00 CONSTRUCTION NOTES: Oj THIS SECTION IS TO BE TRENCHED OR BORED AT CONTRACTOR/CITY ENGINEER DISCRETION 0 CONSTRUCT WITH PHASE 2 DEVELOPMENT 0 STUB & PLUG WITH PHASE Z EXTEND WITH FUTURE DEVELOPMENT. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCAmAu eun IUVMT ELEVATION OF STUB PRIOR TO BACKFILL 368 366 I 364 362 360 358 356 354 352 k 1350 348 —} 346 344 f 342 ! 340 338 336 334 i 332 f 330 ! 328 22+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 LINE TABLE LINE BEARING DISTANCE L1 N O1W24' E 15.42' L2 N 36'27'17' E 32.02' L3 N 88Z9.36* W 42.75' L4 N 7224'11" E 53.81' L5 N 63'032" W 62.91' L6 N 41.3617" E 56.05' L7 N 79'37'15" W 39.54' 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 360 358 356 354 --� 352 i 350 I 1348 346 344 342 340 { 338 —� 336 334 332 330 , 328 324 A SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. ! �W _ Z I ' a I z { � E i p�1 C-0 1 E APPROXIMATE f , I . I c 0 PIPE 0 1j J q2: ' w actin c J c OD OD P l— J OD 3 I _ O__ M .14M <tK +�0. M M JNV. ; Q v " Vi tai 1}STALL WWj .J o z a i0c 3 .00 LF 0, GID F 18" Iz0W�ccn3 R RCP 0 jo'';I oJ' (W !Z i { - 360 358 356 354 --� 352 i 350 I 1348 346 344 342 340 { 338 —� 336 334 332 330 , 328 324 A SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. ! �W _ Z I ' a I z p�1 C-0 APPROXIMATE f , I FINISHED iGRADE c 0 PIPE 3 ' ! c c 3 I INV. 18"D JNV. ; " o z a i0c 0, GID Iz0W�ccn3 jo'';I oJ' (W !Z z Z - _ N 4^ != J 0_0 0-0 i N to IC In OD + Q ci Z » a t v^ �?g Ori a® 1O I �v^ > QaLL u ���}{ Ln LL ary *Ui -d { j QaJ INSTALL 5.00 LF p +ro t°31.69 • LF1 > > OF 18" OF 18" GJ -RCP, cn u w j n W W -0.67% 0.32%1 B SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. _ SCALE: 1 " = 50' 50' 25' O' 50' 100' r i n 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 Know what's below= Gall before you dig, m RETENTION BASIN SEE SHEET 9 II 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 MiSTY WATER WAY ( SEE SHEET 9 1 PHASI F 3 I I 8"W -SEE , WATER PLANS 1 �/ 'l" i cq n — f kh P A 4 R o" 2020'u t (M II p 1 O NZJ ^ 30'30' J N J J !" I_ 1 I_ i ( t O O 1 1 O I J„ ^ O o1 O z J ppip -j 1 J , J 2 M 3 M Z04 M ' S M t M t t p00U, m�Q M(p , i oM O ' Cj t 0 1 0 t 0 �i�t �i�t I 1 �i t 7 M O p M z -i M to O O n Cj 1 Qj t o 0 3 3 O�Z 3 1 3 MNMj �U� Z-jQ ONM> M M M Oi Oi 11 W M M t t N t z Q t kJ II Z88 W ��o I > W 10 11 I I t t 1 N_ t tom W Q�� p ,. z�,�J W 12 13 W I 14 rn o gp 01 1 0 ( 1 d ,z J 0++ 0) w) z�o I 1 z� � %� 1 1 i t .-- W p++ t t� J - W $ Pit• a' g � � � o a ori ori t + + X9'0000 + � °o+° �+ d ���o od.z 'i $ inn ' �� °o' t � ' PA ti ( , , o + + ro i� i J'N' ►- i- i- + g'-' t� Q W .* �% O 1 M 1J t CN� t t t t Q cn Q m �QQ .mac, r+. + ( + + + a- 1 ►-- cn H H Q a ao rn t rn 1 N R Q `= rn '' �- i- Q i- w a- cn1 eC U cn z N cn c�cnzo -- __ _ �, — r— — �--- t 3 I — —� -N —1 _N _ - cn N _ N 88�9�35" W� 280.0 11+00 12+ 24"D - N 1 04 N 88.59'36" W 2 14+00 H 24"D _ _ -- N 88.59'36' W 360.00' N 88.59'36 W FL ,o o o .; ;t ► N M 8 PVC SEWN 88.59, 36, W 360.00 N tc u 8'W -SEE R/W u o $ N 1 WATER PLANS , o0 1 p� ( g N Mpp I N 1 N 1 N t NO N 1 N 28 27 Z 25 25 Z UW , W 24 I 23 22 g C1 to to p I + + + N + ! + g It M + 00 20' .z t .z � Q It Q t Q t , `' a d I Y 30' 30' 8'W -SEE N t N (n cn (n t (n 1 P� N ( N f i v~i cn t �¢ WATER PLANS t (' WIND CAVE WAY �- SEE SHEET 8 PHA ASE 5 ? 18'D PVC SEWER, 16+00 N 88*59W YLD 140.00' -N 88'59'36' W _I _S_ 18"D I hs' i o �8N N C - d ori m 21 �Zyy�I 20 Q t N I 1 o S p 1 0" c g I IQoo qi t ZI 5' + m + + + Q t 20 20' ' 1QQ1 S 30' 30' N `ch' v~i v~i t N co o � ! !!2 ( .L JOSHUA TREE WAY I N SEE SHEET 8 LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.14 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N Uj 04m `D ■ U L �1 a"11D FL 18+00 0 0 -- _ - 19+0 N 88'5936"W - 20+00 `" 8' PVC EWER SFL N 889'36' W 358.14' S o Co OT m m m *S.. 3 1'8r t $ t N i of Li 8"W -SEE ell WATER PLANS S 1 , , TEMP TURNAROUND cN 1� EASEMENT PERVaI 1� 1Q cn N DOC.# 217115300 10+00 LINE BEARING DISTANCE L1 N 6812'55" E �g Tom. FL/F.L FLOWLINE R/W RIGHT-OF-WAY 9 35 TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE QG)� B ELEV, ELEVATION SMH U pp O Z O O M Z Moo CATCH BASIN 1 o++ INV. INVERT GB �*8 oUim'' I goo INSTAL} z J v SEWER 0 -0.2 F-- U PA PROPERTY LINE FH p o cn cnn cn n- . 0 0 0 zrnCi? m INSTALL 35000 LF OFi Qnn 0 +0.25% EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY + + C/G CURB & GUTTER CWS 0 CD OF 8' P SEWER 0 0.25% IRR IRRIGATION STD. STANDARD cn i �cS3'/���� W_ - EXISTING WATERN It P NEP MiSTY WATER WAY ( SEE SHEET 9 1 PHASI F 3 I I 8"W -SEE , WATER PLANS 1 �/ 'l" i cq n — f kh P A 4 R o" 2020'u t (M II p 1 O NZJ ^ 30'30' J N J J !" I_ 1 I_ i ( t O O 1 1 O I J„ ^ O o1 O z J ppip -j 1 J , J 2 M 3 M Z04 M ' S M t M t t p00U, m�Q M(p , i oM O ' Cj t 0 1 0 t 0 �i�t �i�t I 1 �i t 7 M O p M z -i M to O O n Cj 1 Qj t o 0 3 3 O�Z 3 1 3 MNMj �U� Z-jQ ONM> M M M Oi Oi 11 W M M t t N t z Q t kJ II Z88 W ��o I > W 10 11 I I t t 1 N_ t tom W Q�� p ,. z�,�J W 12 13 W I 14 rn o gp 01 1 0 ( 1 d ,z J 0++ 0) w) z�o I 1 z� � %� 1 1 i t .-- W p++ t t� J - W $ Pit• a' g � � � o a ori ori t + + X9'0000 + � °o+° �+ d ���o od.z 'i $ inn ' �� °o' t � ' PA ti ( , , o + + ro i� i J'N' ►- i- i- + g'-' t� Q W .* �% O 1 M 1J t CN� t t t t Q cn Q m �QQ .mac, r+. + ( + + + a- 1 ►-- cn H H Q a ao rn t rn 1 N R Q `= rn '' �- i- Q i- w a- cn1 eC U cn z N cn c�cnzo -- __ _ �, — r— — �--- t 3 I — —� -N —1 _N _ - cn N _ N 88�9�35" W� 280.0 11+00 12+ 24"D - N 1 04 N 88.59'36" W 2 14+00 H 24"D _ _ -- N 88.59'36' W 360.00' N 88.59'36 W FL ,o o o .; ;t ► N M 8 PVC SEWN 88.59, 36, W 360.00 N tc u 8'W -SEE R/W u o $ N 1 WATER PLANS , o0 1 p� ( g N Mpp I N 1 N 1 N t NO N 1 N 28 27 Z 25 25 Z UW , W 24 I 23 22 g C1 to to p I + + + N + ! + g It M + 00 20' .z t .z � Q It Q t Q t , `' a d I Y 30' 30' 8'W -SEE N t N (n cn (n t (n 1 P� N ( N f i v~i cn t �¢ WATER PLANS t (' WIND CAVE WAY �- SEE SHEET 8 PHA ASE 5 ? 18'D PVC SEWER, 16+00 N 88*59W YLD 140.00' -N 88'59'36' W _I _S_ 18"D I hs' i o �8N N C - d ori m 21 �Zyy�I 20 Q t N I 1 o S p 1 0" c g I IQoo qi t ZI 5' + m + + + Q t 20 20' ' 1QQ1 S 30' 30' N `ch' v~i v~i t N co o � ! !!2 ( .L JOSHUA TREE WAY I N SEE SHEET 8 LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.14 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N Uj 04m `D ■ U L �1 a"11D FL 18+00 0 0 -- _ - 19+0 N 88'5936"W - 20+00 `" 8' PVC EWER SFL N 889'36' W 358.14' S o Co OT m m m *S.. 3 1'8r t $ t N i of Li 8"W -SEE ell WATER PLANS S 1 , , TEMP TURNAROUND cN 1� EASEMENT PERVaI 1� 1Q cn N DOC.# 217115300 10+00 LINE BEARING DISTANCE L1 N 6812'55" E 44.47' Tom. FL/F.L FLOWLINE R/W RIGHT-OF-WAY 9 35 TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV, ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN a----- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK I ! INSTAL} 324.15 OF 8' PVC SEWER 0 -0.2 PA PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN INSTALL 35000 LF OFi 8" PVC SEWER 0 +0.25% EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY -- -- -- TRACT BOUNDARY C/G CURB & GUTTER CWS INSTALL! 36&14 li OF 8' P SEWER 0 0.25% IRR IRRIGATION STD. STANDARD i �cS3'/���� W_ - EXISTING WATERN It P NEP Q SURVEY MONUMENT 14 PROPOSED GATE VALVE & VALVE BOX -SEE CWS PLAN - - --a EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE 'A' �i EXISTING GATE VALVE __G— — — c — — — c — EXISTING GAS ` , �' Q• 10_ ,'`�� ! "•02 Idlll PER C.O.B. STANDARD. ii FIRE HYDRANT 'i CATCH BASIN WITH 3.5' OPENING PER C.O.B. STANDARD DETAIL S-12, PROPOSED ASSEMBLY - SEE CWS PLAN — -•� �• �. �.,� SASE LINE k .=ai �`�� IV @ i EXISTING FIRE HYDRANT�1 EASEMENT LEGEND CIA M W $ BLOWOFF PROPOSED 2 G1 . 19 CONSTRUCT SEWER MANHOLE TYPE A. ASSEMBLY - SEE CWS PLAN SECTION LETTER Ow PER C.O.B. STANDARD DETAIL S-7. /—PIPE SIZE A 0 f - 6j s116 7 ,x ® CONSTRUCT SEWER CLEANOUT PER- C.O.B. STANDARD DETAIL S-20. 8 S—UTILITYER - - - 2 Know what's below. EXISTING SEWER MANHOLE S -SEWER G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN Call before you dig. o00 e 4 � T E ' 0' � SCALE: 1 — 5 50' 25' 0' 50' 100' c kin. 3 Liz 0000 8 € I ( -o -01 I I �J { �Q I I I I i Q . O +" C6 ccI 1� i M00 I !a , z. o� I Q I OR I > I W ILLI I i I I W! i I i i+ i E i ( I 1 ( i W N I I € w i j I n in wJ I i i ! i I m 1 ai i �t I W �.a� cn � W W w € i I t i I W J y4j`6 ti _ ---- I i ',� rl— I ——i-- -- --I-- I I I II ;— sTRiJc PIPE SAC jDIEf ' j €P R C.O.B. STD. D- . AT ' I AP , XIMA ii FINISHED I I L XATiONS OF CROSSING I GRADE 0 CENTERLINE I PIPES WITH CLEARANCE • • - ( , i THAN 12' 8. I ' I I •------- I i I ! !INV. 8"S o I 18*D I I { IINV. 8'S I I -,---I '00 INV, 18"fl 1� i � i� ii �i !0 24"D o f I I INV. E J i� z z- w� fZ N Z 124"D Z IRL 05 JJ II iI I i1 !q- roo 11 ! ! J !o' t coaD co ' > m d M I s >. z ` I j I I {1 I I i I 1 t Z •» € I i i Q Z Z O E{� N I f H I > LLJ ! € I Q g Z Z I I I Z M� I Q U Z W I I € € € Z to Of 0)II » a I I } ¢ > W ( cn w € 38_70FI I I I I o aAj W W o w w I (i' www 18 RGJ-R I € I W INSTALL . IL . . 1G 1 I 11+00 12+00 13+00 14+00 15+00 16+00 17+00 19+00 20+00 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 21+00 UNE TABLE LINE BEARING DISTANCE L1 N 6812'55" E 44.47' LEGEND: LEGEND (CONT.): ABBR TiONS Tom. FL/F.L FLOWLINE R/W RIGHT-OF-WAY 9 35 TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV, ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN a----- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/Eli ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY -- -- -- TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE s EXISTING SEWER IRR IRRIGATION STD. STANDARD {gV�.Ei1 �cS3'/���� W_ - EXISTING WATERN It P NEP Q SURVEY MONUMENT 14 PROPOSED GATE VALVE & VALVE BOX -SEE CWS PLAN - - --a EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE 'A' �i EXISTING GATE VALVE __G— — — c — — — c — EXISTING GAS ` , �' Q• 10_ ,'`�� ! "•02 Idlll PER C.O.B. STANDARD. ii FIRE HYDRANT 'i CATCH BASIN WITH 3.5' OPENING PER C.O.B. STANDARD DETAIL S-12, PROPOSED ASSEMBLY - SEE CWS PLAN — -•� �• �. �.,� SASE LINE k .=ai �`�� IV @ i EXISTING FIRE HYDRANT�1 EASEMENT LEGEND CIA UNLESS OTHERWISE NOTED. $ BLOWOFF PROPOSED 2 G1 . 19 CONSTRUCT SEWER MANHOLE TYPE A. ASSEMBLY - SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. /—PIPE SIZE A 0 f - 6j s116 7 ,x ® CONSTRUCT SEWER CLEANOUT PER- C.O.B. STANDARD DETAIL S-20. 8 S—UTILITYER - - - 2 Know what's below. EXISTING SEWER MANHOLE S -SEWER G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN Call before you dig. e 4 � T E ' 0' � SCALE: 1 — 5 50' 25' 0' 50' 100' c kin. 2 Z V Idlll 11 01 v W m01 W w CANYON TRAIL AVENUE SEE SHEET 5 w � 3 c 1 0 -- -- co II : CANYON TRAIL AVENUE SEE SHEET 5 v 368 366 364 362 360 358 356 354 352 350 l 1 348 346 344 342 340 ml 338 CD 336 334 332 to 330 328 -- -- -- -- -- "' -- _-W w BRISTOL SPRING AVENUE SEE SHEET 4 .......... ...... Lei 01 0 �- STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Go BANDELIER DRIVE SEE SHEET 3 j 10+00°x' j 12+00 M LEGEND: INSTALL 290.00 LF OF 8' PVC SEWER A 0.25% 25.42' M } i r, S ( i INST ` 270.001 LF OF 8'E PVC 0 a2 % RIGHT-OF-WAY TOP OF MANHOLE C.L. CENTERLINE M.H./MH { ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE - i ' TOP OF MANHOLE CB CATCH BASIN D----- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E. P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY -- -- -� TRACT BOUNDARY C/G M °'W CITY WATER SERVICE s EXISTING SEWER IRR } oozw3� STANDARD to o Z = i E I v� (D © SURVEY MONUMENT K PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN EXISTING STORM DRAIN 0 I p� EXISTING GATE VALVE — - - c - - - c c 1 { PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT I 0 OD ��� CATCH BASIN WITH 3.5' OPENING I •� �-- �-- --�- .,WASE LINE Jv;:� PER C.O.B. STANDARD DETAIL S -1Z Z J 00 W , UNLESS OTHERWISE NOTED. $ PROPOSED 2' BLOWOFF } ® CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY - SEE CWS PLAN 0 I PER C.O.B. STANDARD DETAIL S-7. SIZE A � �' C) CONSTRUCT SEWER CLEANOUT PER /--PIPE $ S—UTILITY' # i C.O.B. STANDARD DETAIL S-20. j 2 INSTALL (S EXISTING SEWER MANHOLE G -GAS D -DRAIN . 0% CP 0 0.00%- SHEET WHERE SECTION IS SHOWN # > W Z Z Z W ZZZ { { -- �j = Z Q 00 N N M M ( { I i I o z 16 ' I Lo '' + 3 M M w>w I I { 3¢w» ' I �� 44, I (n WIAj WW Av ( ( { (n WWW { LL -- I } APPROXI ATE FINKED I # GRADE 0 CENIERU E { I CONSTRUCT C.O.B. C.O.B. ER PIPE SADDLE PER- STD. D-9 AT LOCATIONS INV. OF CROSSING PIPES WITH 8'W CLEARANCE LESS THAN 12' j I i i j i , }I7t NV. 8 S001 1 T INV. '8'S I �- - rnLINV31rD` i I I 4-v ! INV. 36 D M ... Z' INv ' W ro ztc o W Lj i i ! I ' 1 i O Z W Z r7 O QJ» OD M ( 2 _..i M M = M M a ZZ �� opo -- Z { a t1) Q Q W M! > INSTALL ( I69.6i LF I > > STALL 42.75 ; OF i O ' w w 1 - ( i o w > p O �E OF 36' }RGJ-RCP � w w GJ -RCP 0 to w W w � � � } � (n W W '� 080% 0.89% I ! IN, TALL 511.25 LF OF 36' R -RCP 0.20% I r # I ! I 15+00 ro 0 z 0 -Vo Lz = J Q �CUMn zoS 11 �COCO �++ �QQ _ (n ; 368 366 364 362 360 358 356 # 354 352 350 348 346 I 344 342 340 ' 338 336 334 332 330 328 16+00 UNE TABLE 10+00°x' .� 11+00 12+00 13+00 14+00 LEGEND: m l LEGEND (CONT.): N 88'59'36" W 25.42' M N Oi 00'24" E 42.75' ABBREVIATIONS FL/F.L FLOWLINE R/W RIGHT-OF-WAY TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE - T.O.M. TOP OF MANHOLE CB CATCH BASIN D----- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E. P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY -- -- -� TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE s EXISTING SEWER IRR IRRIGATION STD. STANDARD to o Z = E v� EXISTING WATER © SURVEY MONUMENT K PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE "A' p� EXISTING GATE VALVE — - - c - - - c c —EXISTING GAS { PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PLAN •� �-- �-- --�- .,WASE LINE Jv;:� PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT O EASEMENT LEGEND UNLESS OTHERWISE NOTED. $ PROPOSED 2' BLOWOFF } ® CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY - SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. SIZE A � C) CONSTRUCT SEWER CLEANOUT PER /--PIPE $ S—UTILITY' - - _ - C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 2 INSTALL (S EXISTING SEWER MANHOLE G -GAS D -DRAIN . 0% CP 0 0.00%- SHEET WHERE SECTION IS SHOWN 15+00 ro 0 z 0 -Vo Lz = J Q �CUMn zoS 11 �COCO �++ �QQ _ (n ; 368 366 364 362 360 358 356 # 354 352 350 348 346 I 344 342 340 ' 338 336 334 332 330 328 16+00 UNE TABLE LINE BEARING DISTANCE Li N 01'00'24' E 69.49' L2 N 88'59'36" W 25.42' L3 N Oi 00'24" E 42.75' 360 360 358 358 356 356 354 354 352 352 GRADE 350 350 348 348 11 346 346 344 344 342 342 340 340 338 338 to 33636 334 334 332 332 330 330 CF 328L 11 328 C _ SECTION _ 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. o { ! m W I i APP OXIMATE FU, INISHED ® PE , I INV. ' 18'0 � I 1 i I f � ' O • > INV. 8'S � Met1{ Z 3 Z N J a (n t0 pp t0 co BANDELIER DRIVE SEE SHEET 3 I 0) i----- -- __�! 1 CID 36 z 15 1 ' ' ZJ -` -- -- --� 30' �Z to 0 �.ao' v 5' Fz ggP� �z 35 20' $ �C)o = _JZ30' 1 ci p °c�idd 16 5' v~i cn (n o -I-- - - - - - - 8"W -SEE WATER PLANS + + 18 I 8' r R/W , Q Q 34 w - .. i� 30"D N 1'00'2 ' E 135.00' FL M PA1N 00'24' E 11+00- 18'D 1+00018'D FL N o 1 w R/W 1 J 33 1 20' 1 20' cn WW R/W 1 30' 30' 17 Id Q____ -- 5' 1 -1 W F�--►�.... W JJ 32 o c�M + 18 R (n + co 31 Z To t BANDELIER DRIVE SEE SHEET 3 WYNNFIELD LAKES LANE STA. 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 W v/ W —i 3V �-cc M W U. m am 0 U J J Q Q z U. Q ■� U. J cr) W �cr. 358 f API -ROXIMATE FINISHED � o GRADE 0 CENTERLINE J 0 Z• - jLl L__�__ - -- VD11 j 'INV. Z LJ 3 I o { to o Z = E �- ZJ>> m+M ( ! Z • > > > {U > { g O ' I Jv;:� 1 + p } , INSTAIl� `25.00 LF g � a ' NNS JJJ! RGJ-R J i BANDELIER DRIVE SEE SHEET 3 I 0) i----- -- __�! 1 CID 36 z 15 1 ' ' ZJ -` -- -- --� 30' �Z to 0 �.ao' v 5' Fz ggP� �z 35 20' $ �C)o = _JZ30' 1 ci p °c�idd 16 5' v~i cn (n o -I-- - - - - - - 8"W -SEE WATER PLANS + + 18 I 8' r R/W , Q Q 34 w - .. i� 30"D N 1'00'2 ' E 135.00' FL M PA1N 00'24' E 11+00- 18'D 1+00018'D FL N o 1 w R/W 1 J 33 1 20' 1 20' cn WW R/W 1 30' 30' 17 Id Q____ -- 5' 1 -1 W F�--►�.... W JJ 32 o c�M + 18 R (n + co 31 Z To t BANDELIER DRIVE SEE SHEET 3 WYNNFIELD LAKES LANE STA. 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 W v/ W —i 3V �-cc M W U. m am 0 U J J Q Q z U. Q ■� U. J cr) W �cr. 358 f API -ROXIMATE FINISHED � o GRADE 0 CENTERLINE J 0 Z• - jLl L__�__ - -- VD11 j 'INV. Z LJ 3 I o { to o Z = E �- ZJ>> z z O ' I Jv;:� 1 + m a ' NNS J J i INSTALL 135.0t LF ' RGJ- . 0% CP 0 0.00%- 10+0W �4 rnM 11+00 *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. 6 1 -63 -JA SCALE: 1 " = 50' 50' 25' O' 50' 100' 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 01 -027 «" Know what's below. Call before you dig. CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 5 SEE SHEET 4 ! 11 5' I 51 I to , 20' 1201 1 �: 1 -- 30' 30' L.-- ------ -- -- -----I 20' 20' -- ' Q ' 8"W -SEE 30' 30' - - — LU WATER PLANS 11 I 24 W 6 C!j Cij 25 5 a z ' '"z o + R/W �'�z v 1 N I. to O It* = a 1 N a fA ' ZO X- QUA Jt�AtNA - v'K __ ---�-��T- -- tD ZjilnZ Z$o lio -i - N N _- ` z �Z 1 acid Qhh�. I, 1 to u 1++cc , 23 Wv 5 <$$ 7 24�r z zo W UU �+� F--FQ-;Q Z ZOW goo tntntn I , m$+t` Z"n USM1Q-fQ- 1 18'bi`-ga ~ O to to tn- 1 FI R ' (L1) v V~i Zm o z� T h -- - -- o i -- -- t p o I D ---D 18"D in civ 22 R/W -�- - --`--- _- — _I- - ==�- - -- - - - 8 11+DD N 1'00'24' E 12+OD o 1 0 ' O -- -- ----� C4 LU 5' 8b 1 -- -- --i- -- -- E-_ . n�--- -- R/W FL 1 8"W -SEE I 3 z I 1 WATER PLANS' to i 21 8 , �-$ 9 �- 23 s� Wm io 1 'oMi I 3 v v -- -- ----2 I� ,-'--- -- -- -- -- -- °D �� 1 -- -- 8"W-SEE SR �1_ -'-I v o ui WATER PLANS ' z 30, ' ` a+o + 20 30'1 9 +z z e Q 10 20' 22 20' 1 8"W -SEE WATER PLANS 30 v 30 to g CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 5 SEE SHEET 4 356 354 352 350 348 346 344 342 340 338 336 334 EAGLE PASS WAY STA. 10+00.00 C.L. TO 12+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 LEGEND: LINE BEARING ABBREVIATIONS L1 FL/F.L• FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. GRADE APPROXI TE FINISHED EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT--OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD SURVEY MONUMENT N' PROPDSED GATE VALVE & VALVE BDX - SEE CWS PLAN ® STORM DRAIN MANHOLE TYPE "A" j 1 ! PER C.O.B. STANDARD. i PROPOSED HYDRANT O CATCH BASIN WITH 3.5' OPENING FIRE ASSEMBLY - SEE CWS PLAN CJ co '- PER C.O.B. STANDARD DETAIL S-12, V EXISTING FIRE HYDRANT INVj8 " W a PROPOSED 2" BLOWOFF • CONSTRUCT SEWER MANHOLE TYPE "A" j 'Ill PER C.O.B. STANDARD DETAIL S-7. IZ Z ! O /—PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER g"S —UTILITY: t10 C.O.B. STANDARD DETAIL S -2D. W -WATER S -SEWER SO EXISTING SEWER MANHOLE G -GAS D -DRAIN + I z_ to i j I= Mj Z" :W to ,0 10Q �=nn 1 Q W o+ —__�_Q. d' d if J �V W 7– M MU j Wrwv ' IN 3TALL, o ¢ W W W i I INV. 18"D{ M 00 LF ai w � w r 1 ( 18 iINV• 18"D i co ' ! INV. 8"S in 0i In , INV. 8"S(i Wz z J W Z 1% I INV• ' f { z JUjj o z Nit I Hi Z Pr) •- W i z ? W o W y iN J J O .a n 0 OD OD W = O z to It W i 2 { = QJ OD -,- 2LLJ J 2Z4 ' O ., J • Z �L`I00 � d � >> ? Z Z Z'f .- .- N ( Z �OI f - o z e- P Z c •rn'�,� -'- :- w I s Q Z ZZd ' min 91 _ i m+IjL` coWnv� a ao0 nnn �W i Q• U j 0+ �� > _z c m fQWM v c� `-� In tto0 ONtt)O 1 j ' ; l W Q W (n z d ' » ! INSTA-1.25.001E ¢ U O z w o W t� ; {� > y iWs . N.-cy 'ZZ?li OF"18' RGJ-RCP ! 0 0.11 ' d JN o i �Www� 0.20% DSL}www L I I i LU w w ( INSTALL} 27D.00 IF I II ire in. n ! zW 10+00 11+00 12+00 LEGEND: LINE BEARING ABBREVIATIONS L1 FL/F.L• FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT--OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD SURVEY MONUMENT N' PROPDSED GATE VALVE & VALVE BDX - SEE CWS PLAN ® STORM DRAIN MANHOLE TYPE "A" EXISTING GATE VALVE 1 ! PER C.O.B. STANDARD. i PROPOSED HYDRANT O CATCH BASIN WITH 3.5' OPENING FIRE ASSEMBLY - SEE CWS PLAN CJ co '- PER C.O.B. STANDARD DETAIL S-12, V EXISTING FIRE HYDRANT j UNLESS OTHERWISE NOTED. a PROPOSED 2" BLOWOFF • CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN `' PER C.O.B. STANDARD DETAIL S-7. IZ Z ! O /—PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER g"S —UTILITY: t10 C.O.B. STANDARD DETAIL S -2D. W -WATER S -SEWER SO EXISTING SEWER MANHOLE G -GAS D -DRAIN 13+00 356 354 352 350 348 346 } 344 342 340 338 336 334 13+75 LINE TABLE LINE BEARING DISTANCE L1 N D1 -00'2e E 25.42' L2 N 88'5936" W 25.42' L3 N 88'59'36" W 15.42' L4 N D1 -00'2e E 52.75' L5 N D1-00'24" E 15.00' L6 N D1-00'24" E 57.40' 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 — N 1000011 0 ~1.00% 1 k 0 i j s k j d� I �I l I� LU d ' 4 i APPROXIMATE i I i /�97, - d FiNI'�m GRAD GRAD FISH V .c\, 1 Z < 0 Z -, i Qe 1 1 INV W Z � 18"D 1 I 1 ! ► INV. 18"D O I 04 CJ co '- I O zo _ l j o .- • j VS W z `' J IZ Z ! O N��N �z I Z t10 ZJ j 2h O in + I z_ to i j I= Mj Z" :W to ,0 10Q �=nn 1 Q W o+ —__�_Q. d' d if J �V W 7– M MU j Wrwv ' IN 3TALL, o ¢ W W W i I 25 00 LF ai w � w I to LU 18 INSTALL 15.00 LF� R -RCP OF 18" 'RGJ-RCP z INV. 24"D 1% I-T INV• ' f 7 D SECTION $ SCALE: 1" = 50' HORIZ. 1" = 5' VERT. LEGEND (CONT. 9--'" TOP OF MANHOLE CENTERLINE D---- CONSTRUCT STORM DRAIN PER C.D.B. STD. S CONSTRUCT SEWER PER C.O.B. STANDARD w PROPOSED WATER - SEE CWS PLAN - - - - - - — TRACT BOUNDARY s EXISTING SEWER —w EXISTING WATER - - D EXISTING STORM DRAIN --c---c---c— DUSTING GAS „SASE LINE OEASEMENT LEGEND SECTION LETTER ,---- -- A 2 SHEET WHERE SECTION IS SHOWN LINDEN TREE AVENUE SEE SHEET 6 RID E FOREST DRIVE NOT A PART) 1---- - - - - - - -- 5' v R JW ) r CORD ROAD 1 $ 1 I 8"W-sEE� �+ Q Z w WATER PLANS 3 23 ff 20in 1. o �' 30' 1 30' � �W- -- -- W --- WT5' 9JQO -+ PHASE 5Lin z O Q Q ^NM> LO LO N CO 1 UU VW. M h p -! W atVN O �OO }; Zp ZvLO -i �tn+ I� U00 � 3J 22 Q.-t��� z �to to �� - MSO .. I 8'W-� m g W to to to y in FUTUREPA9-v c5 0WATER PLANS a x ,� to to + co O FUTURE R/WR/W .p 1 R R/W FUTURE /YY Q � " i; ti,, i (15) D 18" O FUTURE FL r O FUTURE FL J o b 18'D (L2) -- - - - - - - -N 14+00 N 1-00'24" E 15+00 13+00 14+� 0 0 FUTUREa a N 1'00'24'1'00'24'E 9 25' 24 D 24"D 1TDL3 8 ! a o 18"C FL FI N !! _ FUTURE FL 8 � FUTURE R/W 30' to 30' 1 $ °0 LO $ �� C] 0p 20' ' 20' �E—'n a Iri - - �� o FUTURE R/W 1 R/W WAl to z 21 -jz �- � 1' to "p Qvp ov> w ¢� Up .: $OM 1 ap ao ) ZO$ ZNw4,J,•, 1. � �I,,d ' $O FNM'! t�ot'no 05 Jt� Q� .O 001 I S++Q� 9QIQ moa zo i----- p FQ-- t75 CV J p (A (A (A --c Z '-. U -i of : O.. - - - - tn to Q e,: to { �n fwd �p pp � z �. S Q 1 a0 W .w. -: . i- p CJ Z CU 0p . 20 Q�� 1 Z ��� -$$ , 1` Utn"z p Irn W-- Dorn , 8 W-SEEs— -----s W W ? d a ++ '. WATER PLANS - - - - - Q W i COO l FUTURE PA R/W W FUTURE PA cn C En C1 W LINDEN TREE AVENUE SEE SHEET 6 RIDGE FOREST DRIVE (NOT A PART) JOSHUA TREE V%AY 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL i d 6 1000011 0 ~1.00% LOE— j s k j d� I LU APPR)XIMATE FINISHED �4 i /�97, - GRAD 0 CENTtRUNE V .c\, -yh\ Z < 0 Z -, OJ_ t- Qe W Z z 1 ( 1 ! W O Q 3 O 0 1 k �1 O i mOE- N ^' NV 8 -S -'j Q Z I 1 I in i co 66co O t s j I —t i j i w z 1 1 INV 18"D;�.' INV��j � k lj c* i VS a� Uj LA! VS W FA - (T ! I ! I to LU z INV. 24"D p I-T INV• ' M 0D -- ROXIMAiFI A I Hi Z W i z 24-D '' i o W y iN J J O .a OD ._ o W = O z W Z 3 i 2 J– �' O -,- � d � f!P4 ? Z Z Z'f .- .- N ( m V) d• SWM f - co !�i e- P Z c •rn'�,� -'- :- w I s Q Z ZZd _ m> i Q M j �+ nnn �W i Q• U j Z W W i m > _z c v ! `-� I m tto0 ONtt)O ; j rZ cn W Q W (n z I INV. 247D JJJJI o vs t� ; _ :MMM! INST* iWs . N.-cy 'ZZ?li z { ' d JN vs �Www� DSL}www 15.21 1F W 1 I i Z pZ Z. ire in. n zW I INSTAL 92.25 I3F O' 24 OF 2e ®; RGJ-R 0.11% i ''�''' W j RCP P ®0.1 C % MMM RGJ RCP ® 0.20% (3) o , 5 > INS5.7 F,-.!2 M AQ ITALL Ar LF CONSTRUCTION NOTES: O CONSTRUCT WITH PHASE 2 15+00 356 354 352 350 348 346 344 342 340 338 j 336 t 334 332 330 328 17+00 if M -.t7 t --! lk R/ LINDEN TREE AVENUE SEE SHEET 6 WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 15+00 * CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 " = 50' 50' 25' 0' 50' 100,- = 1 00' Z rn F- W m W W z1 Q p N to 368 366 364 362 360 358 356 354 352 350 1348 346 344 342 340 ! — 338 336 j 334 332 , 330 328 16+75 Know what's below. Call before you dig. CITY RECORDS NO: rn O ►7 M F- rn Of =) Q r O O co Z U- I Q J Wco U M 0 co t0 L.t,. N m W Y Q m m1 I d 6 1000011 0 ~1.00% LOE— j s k j d� I LU OLLr CO) V � -' •r Z < 0 Z -, OJ_ t- Qe W Z z WGo g'J w W O Q 3 O 0 °' W Q J O W mOE- N ^' ~ Q Z ' in co 66co O t s j I i + M MJ w z <wa 3OD d � W c* i VS a� Uj LA! VS W FA (T ! LU I-T I ! ROXIMAiFI FINISHED' I Hi y d' -,- � 18b � ! 1 z } � ; I 5 _z c d a-}� �oCsto z ; j zZ Q W (n z I INV. 247D I o vs M ; iWs . N.-cy 'ZZ?li z { ' d JN Q W 1 I i Z pZ Z. ire in. n zW IiI M M U Oa MMM V)+ (3) o , 5 > INS5.7 F,-.!2 M AQ ITALL Ar LF j I cn c 24" R -RCP = a j INSTALL1 .0 18 -R Q- 17% o W 15+00 * CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 " = 50' 50' 25' 0' 50' 100,- = 1 00' Z rn F- W m W W z1 Q p N to 368 366 364 362 360 358 356 354 352 350 1348 346 344 342 340 ! — 338 336 j 334 332 , 330 328 16+75 Know what's below. Call before you dig. CITY RECORDS NO: rn O ►7 M F- rn Of =) Q r O O co Z U- I Q J Wco U M 0 co t0 L.t,. N m W Y Q m m1 I W _ 00 0) ap U. 0 Q LU CO) V � -' •r Z < 0 Z -, OJ_ t- Qe W Z WGo w W O Q 3 O 0 °' W or IL w�LU W mOE- N ^' ~ Q Z OZ O t Z w z <wa 3OD d � W c* a� J o LU W _ 00 0) ap U. 0 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 LINDEN TREE AVENUE SEE SHEET 6 it 1�j i 1 � I LINDEN TREE AVENUE SEE SHEET 6 MISTY WATER WAY STA. 10+25.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CANYON TRAIL AVENUE SEE SHEET 5 r I L I ;III i ; III---- CANYON TRAIL AVENUE SEE SHEET 5 332 9+50 10+00 11+00 12+00 366 364 362 360 358 356 354 352 1350 348 1346 344 1 342 340 338 336 334 332 13+00 13+50 LINE TABLE LINE INSTALL 219.91 LF 8" PVt SEWER 10 0.25%1 L2 N 00'50'36" E 11.26' L3 N 88.59'36" W 12.87' L4 N 4400'13" W 21.21' i N 45'48'11" E f i N 44'11'49" W 21.29' t i I y C, oa mUJ N v t i i i i i J p p p t t � t t t h � I i i t J I to t t LL z3 W ``' i ++ I W o f z t t O � 00 w3� i AY t t m: 0 ca 00 7 7 EL W7 J �' Z > J w zz z Z z �A� 3m w z 0 00 Z Q 0 000) QV7 0 +. tqJCC) °- 3 `rF i zd Q U) t[) �6 MM (r o•i-�M CV Q m to M Jv ( �+ to F w 3¢ 55 Ixj�xru ¢ E- 190 1�W ' i W�> I W ww J J o H W J Q W J y rn W VI W W VI W W U W ( i VI W W JGRADE XIM 0 'TE FINISH CENTERLIN i � I � E I 1 t I I• I I v 8"S I INSTALL 44 38 LF OF 8' GJ -RCP 0.47% I t ttt � i 332 9+50 10+00 11+00 12+00 366 364 362 360 358 356 354 352 1350 348 1346 344 1 342 340 338 336 334 332 13+00 13+50 LINE TABLE LINE BEARING DISTANCE L1 S 43-24!26" E 20.00' L2 N 00'50'36" E 11.26' L3 N 88.59'36" W 12.87' L4 N 4400'13" W 21.21' L5 N 45'48'11" E 20.60' L6 N 44'11'49" W 21.29' *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION &INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. t t t t pV t t t t i i / i i t i I y C, oa mUJ N v t i i i i i O J N � 3 i i i i i i p p t t � t t t h � I i i t M o o�'p C Z to t t W t t � O t z I o t t t t z t t O � 12' � i AY t t m: 2:1 t �t t ..I- N8900 WW 217.30' PROPOSED 6' BLOCK WALL (SEE WALL CONSTRUCTION PLANS) DESIGN WATER SURFACE N i i N89 05'46"W 153.25' 10'x10' D50 RIPRAP AT 18" DEPTH RETENTION BASIN (SUMP) VOLUME REQ'D: 6.14 AC. FT. VOLUME PROVIDED: 6.15 AC. FT. D.W.S.: 348.50 BOTTOM ELEV.: 338.50 10'x10' D50 RIPRAP AT 18" DEPTH % ASF N8901'04"W 104.74' I 4/ , \ M N h N DESIGN WATER SURFACE G N88.5936"W 126.28' r SCALE: 1 " = 50' 50' 25' O' 50' 100' NW'5936-W 128.68' 6.0' CHAIN-LINK FENCE PHASE 5 V 02 ��37.46' R%a a6, p.16'22' 48 V p- 0 �00 CANYON TRAIL AVENUE W t�A :- 00 M �N 0 z L3 14) 0 z > p=49'26'35" 353• �93g' j=4'Z x=~- 0� ,9`L Zp0 0'02" p.00 A_134'512l I 2:1 1 12' L3A! N :3 R=25.00'-✓ L=3.80' T=1.90' LINDEN TREE AVENUE n=8 42'27" - T 6 — RETENTION BASIN DETAILS SCALE' 1" = 20' 6 f ® w c LEGEND: LEGEND (CONT.); RETENTION BASIN NOTES: A@BREVAATIONS CONSTRUCT RETENTION BASIN (SUMP) FI_/F.L FI_OwLINE R/W RIGHT-OF-WAY 353.9 rOM' TOP of MANHOLE C.L. CENTERLINE M.H./MH MANHOLE PER CITY OF BAKERSFIELD STANDARDS ELEV. ELEVATION SMH SEWER MANHOLE — — — CENTERLINE D-11, D-12, & D-13. C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN D---- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD s EXISTING SEWER yjkOEESs/0 EXISTING WATER a �l� 1" © SURVEY MONUMENT BOX —SE ►fPROPOSEDSEE CWS PLAN GATE VALVE &VALVE _ _ p EXISTING STORM DRAIN BOX — ® STORM DRAIN MANHOLE TYPE "A"— --G— 4 X PER C.O.B. STANDARD. EXISTING GATE VALVE — — c — — — c — EXISTING GAS • CATCH BASIN WITH 3.5' OPENING i PROPOSED FIRE HYDRANT -WASE FINE otr ASSEMBLY - SEE CWS PLAN — ��. PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT EASEMENT LEGEND t i1 UNLESS OTHERWISE NOTED. O $ PROPOSED 2' BLOWOFF OF CAS ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. /—PIPE SIZE _ _ A r? � -•� ? . Know what's below. ® CONSTRUCT PER 8"S UTILITY: - 111 beforeY you dig.STANDARD DE AITOW-WATER S -SEWER 2 ® EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN P �,_ Y CITY RECORDS NO: 11 �A�