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HomeMy WebLinkAbout1.2-6663 Ph 3 & 4PACHECO ROAD PR4JEC T 22 23�- FAIRVfEW ROAD 20 S/ --TE r 24 �9 21 PANMA LANE 29 28 7a as 26 McCUTCHEN ROAD � � 25 HOSK NG 0 0 35 36 31 E-cor 3334 McKEE ROAD r-ENMLD -- T F HWY. PUMPKIN 119 = CENTER cn (n1 6 5 Q 4 `t CURNOW Y 2 U_ 0 9 z 8 11 12 7 VICINITY MAP NO SCALE STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL CL MULTIPLE UTILITY TRENCH q SEWER MAIN 1 t 69 68 67 66 65 64 iI g 4' R 5, R 4' m. 5' WATERUNE 15 14 13 12 11 10 9 aa� FINISHED STREET a — __ _ m GRADE 16Li- 1 60" 36" TYP. * 17 I 54 55 56 57 58 59 60 �k TO 7' MAX. TYP_ TO 7 MAX. m 18"__ _ . . _ _ o N 1��IY. 1--. i` 1_..__.. .19. _ 52 51 50 49 48 47 SURFACE MARKER FOR ON DEEP SEWER, SLOPE LATERALS SET LATERAL PROVIDING PROPER LATERALS PER C.O.B. STD. S-1 1 _ TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND 1"— j 20 4 LATERAL IS WITHIN REQUIRED UTILITY TRENCHES 1 22 23 24 25 27 28 Lij TOLERANCE. 21 8 DETAIL = 1 17 16 15 14 13 12 11 10 U. 1s TYPICAL SEWER LATERAL INSTALLATION - - --- 1 i 19 �c FOR SALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW" SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.20 THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN 1f ` 21 22 23 24 25 2s 27 CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A 34 33 32 31 30 29 28 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 CAUFORNlA 35 36 37 38 39 40 41 HEALTH CODE REQUIREMENTS. CITY 0. F BAKERSFIELD KERN COUNTY CALIFORNIA — SHEET NUMBER COVER SHEET „ , SCALE: = 200 200' 100' O' 200' 400' FOR TRACT PHAS S 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. y THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR TIDE UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND r LEGEND: COVER SHEET SUMMARY OF IMPROVEMENTS LEGEND CONT.: I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON NOTES ABBREVIATIONS THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE SHAVER DRIVE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS �;p.M REFLECTED ON CORRECTED PLANS SUBMI D TO THE CITY FL/F.L. FLOWLINE R/W RIGHT-OF-WAY 5. WALKERS GLEN LANE APPR BY: ROGER A. McINTOSH R.C.E. 33322 DATE a EXP. 6-30-18 DIAMOND SPRINGS DRIVE & C.L. CENTERLINE M.H./MH MANHOLE SEWER IMPROVEMENTS UNIT PHASE 3 PHASE 4 TOTAL BENCHMARK USED: ELEV. ELEVATION SMH SEWER MANHOLE 6" SEWER LINE LF 620300 PACIFIC PINES WAY 920 C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE TRACT BOUNDARY S EXISTING SEWER T.O.M. TOP OF MANHOLE CB CATCH BASIN 8" SEWER LINE LF 2659 1661 4320 T.O.C. TOP of CLEANOUT GB GRADE BREAK 4" LATERALS LF 2746 2034 4780 PARCEL 2 OF PARCEL MAP WAVIER NO. 14--0179, IN INV. INVERT S/W SIDEWALK STANDARD MANHOLE EA 1 12 1 6 18 EL/ELEV. ELEVATION FH FIRE HYDRANT SECTION LETTER NO. 000214090583, IN THE OFFICE OF THE COUNTY rA_" 1\_2 P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE STANDARD CLEANOUT EA 1 3 1 3 6 E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY IIIII EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD STORM DRAIN IMPROVEMENTS UNIT PHASE 3 PHASE 4 TOTAL 2460 © SURVEY MONUMENT wPROPOSED GATE VALVE &VALVE BOX -SEE CWS PLAN 18" STORM DRAIN LINE LF 922 1538 24" STORM DRAIN LINE LF 505 599 1104 0 STORM GRAIN MANHOLE TYPE "A" PER C.O.B. STANDARD. m EXISTING GATE VALVE CATCH BASINS EA 7 8 15 CATCH BASIN WITH 3.5' OPENING PROPOSED FIRE HYDRANT ASSEMBLY -SEE CWS PLAN STANDARD MANHOLE EA 6 9 15 PER C.O.B. STANDARD DETAIL S -i2, `� EXISTING FIRE HYDRANT OUTLET STRUCTURE EA 1 — 1 UNLESS OTHERWISE NOTED. a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. ® CONSTRUCT SEWER CLEANOUT PER -----PIPE SIZE g"S—UTILITY: STREET IMPROVEMENTS UNIT PHASE 3 PHASE 4 TOTAL C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER SAWCUT LF 48 - 48 -1 Q EXISTING SEWER MANHOLE G -GAS D -DRAIN MEDIAN CURB LF 16 T — 16 CITY 0. F BAKERSFIELD KERN COUNTY CALIFORNIA — SHEET NUMBER COVER SHEET „ , SCALE: = 200 200' 100' O' 200' 400' FOR TRACT PHAS S 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. y THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR TIDE UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND r BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS COVER SHEET OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. LEGEND CONT.: I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON NOTES THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE SHAVER DRIVE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS �;p.M REFLECTED ON CORRECTED PLANS SUBMI D TO THE CITY THUNDER TRAIL DRIVE ENGINEER. 3519 TOP of MANHOLE 5. WALKERS GLEN LANE APPR BY: ROGER A. McINTOSH R.C.E. 33322 DATE a EXP. 6-30-18 DIAMOND SPRINGS DRIVE & IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD 1 PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND AT ARE TO BE PUBLICLY MAINTAINED. SCALE: 1 "=200' APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 DATE ✓�e ( REVIEWED BY: STUART PATTESON R.C.E. NO. 44898 EXP.3-31-20 DATE: ASSISTANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD beforeKnow what's below. Call a SHEET TIDE T. COVER SHEET THE BEARING OF N88"5742"E, SHOWN FOR THE NORTH LEGEND CONT.: 2. NOTES LINE OF THE NORTHEAST QUARTER OF SEC. 28, T.30S., 3. SHAVER DRIVE R.27E. M.D.M., RECORD OF SURVEY NO. 3415, R.S. BOOK �;p.M 4. THUNDER TRAIL DRIVE 29, PAGE 100 IN THE OFFICE OF THE KERN COUNTY 3519 TOP of MANHOLE 5. WALKERS GLEN LANE SURVEYOR, WAS TAKEN AS THE BASIS OF BEARINGS 6. DIAMOND SPRINGS DRIVE & SHOWN HEREON. — — — CENTERLINE CROOM LANE -- CONSTRUCT STORM DRAIN PER C.O.B. STD. 7. BERKSHIRE ROAD & BENCHMARK USED: ---- • S CONSTRUCT SEWER PER C.O.B. STANDARD 8. CH AR TLEY LANE HAWKINS COVE DRIVE & TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE W_ PROPOSED WATER — SEE CWS PLAN PACIFIC PINES WAY CENTERLINE INTERSECTION OF RELIANCE DRIVE AND 9. RETENTION BASIN FIREBAUGH STREET. TRACT BOUNDARY S EXISTING SEWER ELEVATION = 356.735' (U.S.G.S. DATUM) - - w EXISTING WATER PER TRACT NO. 5845 PHASES A—D, MON. ELEV. MAP — — D EXISTING STORM DRAIN LEGAL DESCRIPTION: EXISTING EDGE OF PAVEMENT PARCEL 2 OF PARCEL MAP WAVIER NO. 14--0179, IN PHASE LINE THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE O EASEMENT LEGEND OF CALIFORNIA ACCORDING TO THE CERTIFICATE OF COMPLIANCE, RECORDED AUGUST 1, 2014, AS DOCUMENT SECTION LETTER NO. 000214090583, IN THE OFFICE OF THE COUNTY rA_" 1\_2 RECORDER OF SAID COUNTY SHEET WHERE SEC11ON IS SHOWN beforeKnow what's below. Call a VIII IIIII STANDARD NOTES 1. QNERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WiTHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAiN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFUCT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHAD_ 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 SHAD_ BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TiES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED 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 SHAH BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER NO PUBLIC WORKS INSPECTIONS WILL BE OVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTiL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 2. STANDARD DETAILS THE FOLLOWING CiTY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHAH BE INSTALLED IN CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING LITH THE CURRENT ASTM SPECIFICA11ON C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE iN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE LITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND Iii EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PiPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHAH BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHAH BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICA11ON D-2321. ONLY CLASS 1, 11, AND IiI EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, iNSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALLHAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25-C t3 ). PROPER,tY INITIAL (PAR, 1. TENSILE STRENGTH 2200 PSi MIN. 2100 PSI MIN. (15 MPA MiN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE 0 1 -SEC. 50-60 t5 (WITH RESPECT TO IN111AL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED iN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY 11ME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHAH WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PiPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LiNING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1 %** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) iN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE MEET. 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 MALL 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 SHAH 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 SHAH 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 SHAH NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHAH BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHAH BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHAH BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHAH NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PiPE - SPECIAL REQUIREMENTS. THE LINING SHAH BE SET FLUSH WITH THE INNER EDGE OF THE BEH OR SPIGOT END OF A PIPE SECTION AND SHAH 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 SHAD_ BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHAH BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHAH BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHAH BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHAH 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 SHAH BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PiPE NTH DAMAGED LINING WILL BE ACCEPTED UN11L 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 SHAH 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 SHAH NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PiPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. . AH 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 SHAH BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRiP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LiNER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHAH LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHAH BE MADE WITH A JOiNT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHAH 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 SHAH BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PiPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHAH 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 SHAH BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHAH 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 UNTiL 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. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHAH BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PiECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE 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 SHAH BE DENSELY CAULKED WITH 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 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED iN ACCORDANCE LITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL NU BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHAD_ 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 SHAH 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. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOiDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USiNG EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED iN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES iN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHAH JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACK LL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUiDEUNES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE FLEXIBLE THERMOPLASTIC SEWER PIPE.". 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 4. FIELD TESTS. iN-FIELD PRESSURE TESTS SHAH CONFORM TO THESE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) SPECIFICATIONS AND THE FOLLOWING: RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE DEFLECTION MEASUREMENT OF PVC PiPE. AFTER 30 DAYS OF INSTALLATION THE OF THE FOLLOWING D2922 OR D1556. CONTRACTOR SHALL MEASURE PiPE DEFLECTION BY PULLING A GO -NO-GO 57* MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON I IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: LOCATIONS OF THE TESTS SHAH BE DETERMINED BY THE CITY ENGINEER. 10, SEWER PIP I; IN. STALLg,pT10N MANDREL DIAMETER = BASE PiPE I.D. -(Yj100 X BASE PIPE LD.) SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE WHERE Y = ALLOWABLE DEFLECTION IN % (57,) PRICE PER LINEAL FOOT SHAH INCLUDE BUT NOT BE UMITED TO EXCAVATION, BEDDING BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE AND BACKFILL MANUFACTURER) HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT AND THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING MINIMUM. 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 THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTiL THE ENGINEER INSPECTS AND APPROVES ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UN11L THE MANDREL TEST ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGiN CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. 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 PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE SHALL BE AS SHOWN ON THE PLANS. INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY 7. BENCH EXCAVATION 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 THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN PIPE AND FITTINGS SHALL BE CLOSED. . OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. WITH BELLED END PIPE, BELL HOLES SHAH THEN BE EXCAVATED AT EACH JOINT TO THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED FACILITATE THE JOINT OPERATIONS, AND SHAH BE ONLY OF SUFFICIENT SIZE FOR THAT SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. PURPOSE. IN ORDER THAT BEH HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHAH BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF - THE HOLES FOR BELLS AND FITTINGS SHAH BE EXCAVATED BY HAND, TO A WIDTH THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. PROVIDING UNIFORM BEARING ALONG THE LENGTH 'OF THE PIPE. IT iS THE INTENTION OF CUTTING PIPE. THE CONTRACTOR SHAH PERFORM ALL WORK OF CUTTING PIPE AND THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WMICH ARE DAMAGED TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT OR INCORRECTLY CUT. INSTALLATIONS SHAH MEET CITY STANDARD S-39. PIPELINE TESTING. ALL SEWERS SHAH BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER 8. BRACING AND SHORING EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A HOURS PRIOR TO ANY TESTING. REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WiTH ANY OF THESE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL MEN PIPE LAYING IS INTERRUPTED, RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION AS AT NIGHT, THE PiPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, BACKFILLING, THE BOTTOM OF THE SHORING SHAH BE KEPT ABOVE THE LEVEL OF THE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING BACKFILL AT ALL TIMES. FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT EXISTING SEWER LATERALS SHAH BE LOCATED BY THE CONTRACTOR AND CONNECTED TO TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE CONSTRUCTION SAFETY ORDERS, THE PLANS SHAH BE PREPARED AND CERTIFIED BY A PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE 11. SYSTEM TESTING LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS A MANDREL TEST AND PRESSURE TEST SHAH BE PERFORMED ON INSTALLED PIPE PROHIBITED ON THiS PROJECT. IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE 9. TRENCH BACKFILL RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHAH BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3600, IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. SHAH BE WITNESSED BY THE CiTY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CiTY OF ANY PIPE LOCATIONS ALL WORK SHAH CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRiOR TO THAN NiNETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. ACCEPTANCE. AFTER ACCEPTANCE, THE ViDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER LATERAL CONNECTIONS AND SHALL BE ROTATED A MiNIMUM OF 23 DEGREES ABOVE THE AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" iN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MiNIMUM BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW UNE. AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER RIGHT-OF-WAY UNE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPAC11ON ABOVE THE PIPE ZONE WILL BE ALLOWED. LINED MANHOLES IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE BEDDING AND BACKFILL MATERIAL SHAH BE DISPOSED, BY ANY LEGAL MEANS AT THE DIAMETER OF THE CONNECTING UNE. THE CORED HOLE SHALL BE DESIGNED TO CUT A DISPOSAL OF THE CONTRACTOR. HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF PRiOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER IN-SITU MATERIALS. MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED ACHIEVING FIRM!EEDDDI� NG BELOW PIPE SPR G� UNE. CONTRACTOR SHALL PROVIDE "FIRM TO THE PVC BOOT WITH SIKA NJ PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED BEDDING" SUPPORT FOR THE PiPE BELOW THE SPRiNGLINE. FIRM BEDDING MEANS THAT EQUAL THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY 0 THE OUTSIDE WALL OF SPECIFICATIONS. THE CONNECTION. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THAT NO PART OF THE LOAD iS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOUDATION OF MATERIAL AROUND AND UNDER BELLS THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE ANBD PLACED SO IT IS AND COUPLINGS SHALL BE AVOIDED. FLUSH WITH THE INSIDE WALL OF THE RCP. THE PVC BOOT WELD STRIPS SHAH BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES 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 PAPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ili WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS iN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WiLL NOT BE REQUIRED. REINFORCED CONCRETE PiPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE. CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHAH 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 LITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT 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 UNE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BQRED jJACK .D PIPE 17. 18. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. iT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WiTH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PiPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PiPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHAH BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT iN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER NTH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFiELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. Know what's below. 0111 before you dig. 1111 ASHE ROAD s W o0 00 '� M M { o o >- ! 1 -' { _j it I _j 8"W—SEE a, z M N M M 1 {�� i 1 0 1 1 0 Q WATER PLANS { {! Q M > O J II Lr� 3 M M M t70 M M 1 1 Mac M :Ea I ZU W 1 3 Innc_,) oc ,Uig �jW 'auiUi ZN W o 1 v� 7 1 v`'�' 6 -"�) 'uI 6 1 `c 4 ! 3z—aLLJ 2 '' 1 ' 1 I =(< w o+ r ¢ 4J'. o co tai z v c3 1 v7 v cn 1 { { 1 cn o �toT- LD 4 N U,) Odd40�� 0 { UV�.+ csi I + + 1Mto0 o N rn zQoo � N �Ln 1 N a j< 0 1 ++ 1 + cn cn ;n v (n z o ("i� I 1 .� � I 1 0+0 OC m 1 + v w `` { r d 1 r N C"4 O Q N zccncn ci R/W N c; NN ti H 1='`�`�' IN N N ,� 10 — — -- — _. Q O Ntn Z cn Ivars 0/ 42.--w 445.78" 11+00 18AD _ p 1 +00 E!" J p _ _ 13+00 ul o '�' 1 0 18�D (L2) - 18 D 18'D (L4) C� o 0 0 T 1 j— _� _ 16+00 N88�7'42 W 228.47' 17 00 18+00 Vr• —--N88'57'42"W 50 .153' S� +0 20+00 N88'57'42�W 414.51' 21+00 1 1 �, N88'5742-` "W 255.76' 8"S s --� _ y - - - - - - - �� _ - I o o N88'57'42"W 55 77' 8"S o FL 1 S" S - -L—,—_ _tr gin• 11 0 ' A977777,r, N M N88 57 42 W 400.00' 8"S o 0 c1q -777777 777 H �v _ I c� ! or ,= z a: o o { 0 { o I c� F: ! - o C' 1 0 0 O ! 0 1 0 { o it _ . •_ r $ rn 1 0 <tc� CDP x '_ tri "'1 i c" N N I� � 8 W -SEE N ai �. II a; R a, t� 1 0 1 0 PA x z „� ' r � �, a1c WATER PLANS `� �`' 00 cv -c> N 1\DJ cn W i�: o�oo Aa�o v 1 ,� I o ix 54 55 156 i Jr% n �g�' N cn i'wo 1 61 +�y+P'o ! �N'M> X621 1 zoo o RfiN cfl o 0 d o a I 1 oaz 1 ui� 1 -j> w I vi`i' 64 I %C1 co m o rnrn o Z -j o xW Cl ++ �v+iO+i Iz coI- N cc WU o uoi¢vn� torizv�fn`' zoW-? W o I o 1 ��`� i ± ± I c+v �'n� + +- I.�aoao oDr�,+� Zoe''" o o ,c I ! zoo 1 ! I d- z�r• I xtntn i ¢`amu: w o o+ i unci cncncn i 1 ¢ .� 1 •-- _ 5' ci ! w givc+vl rQ- ! FQ.. ! moo to ± i �¢-'goo 1 2: <W + 1 a a» Q r r (n cn M 10 20' 20' _ _ P/L 1-- F- N g r r °r '- `n Q a- O e12 c°t1 N (n i ! c°a¢a•ac v(nzo a 1 ! 30' 30 �- (nom I' .�. cn I ! I o ! ! 1 1 0 0 S FL S ILLJ N88'57'42"W 124.00' 6"S w a 8"W-SEEA 30' 30' 8"W_SEE 8"W -SEE ! WATER PLANS I I 1 I > R/W ! WATER PLANS WATER PLANS I 1 370 368 366 364 362 360 358 35� 354 352 350 348 346 344 342 340 338 336 334 INSTALL 15.2 LF L ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE D~' YR/V SEWER MANHOLE C.O.B. 0 1 I co•, 0 N 8"W- E a WATER PLANS N 1 1 $ 1 CATCH BASIN 11 ! 1 66 1 67N 1 � � 0: `' O 1 I 0 FIRE HYDRANT I 0 (n ! 1 g 1 cn O pws�1 z ..,i f-- ci %i' rn + ,G + U + + cs tet- to to 1 (n R/W cn I cn ! ¢ I I PA N ¢ N { moo l N N 1 /- 1 pQ EXISTING GATE VALVE W_ PER C.O.B. STANDARD. � FIRE HYDRANT chi cin n a 8"W-SEEA 30' 30' 8"W_SEE 8"W -SEE ! WATER PLANS I I 1 I > R/W ! WATER PLANS WATER PLANS I 1 370 368 366 364 362 360 358 35� 354 352 350 348 346 344 342 340 338 336 334 10+00 11+00 LEGEND: INSTALL 15.2 LF FL/F.L. ABBREVIATIONS FLOWUNE 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 T.O.C. NSTALL GRADE BREAK INV. INVERT S/W SIDEWALK EL./ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY UNE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD ® SURVEY MONUMENT ►f PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE 'A" pQ EXISTING GATE VALVE W_ PER C.O.B. STANDARD. � FIRE HYDRANT PROXIMA CATCH BASIN WITH 3.5' OPENING PROPOSED ASSEMBLY - SEE CWS PLAN ISHED PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT INSTALL 61.22 LF OF 36.78 LF 0 0 A" CONSTRUCT SEWER MANHOLE TYPE ' ASSEMBLY SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. •z /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER g"S —UTIUTY: C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER G EXISTING SEWER MANHOLE G -GAS D -DRAIN . \ 3• 53.1 •0 18 RGJ-RC PROXIMA ' ' FI 1SHED IIIIIIIIII 1 GI 0 P cm INSTALL 448.78 LF OF 18" RG -RCP 0 0.12% INV. 18'D c� 00.11% 0.54% fto ' ..j M o w Z3 C> : C5 _j(n M O Z W Z 00 co 00 Z !Lj N 3 M i• = I �.. N � U> Z > Z O Z �- r '� • > Z .�• i ..'� Z Z d ZZ OD' 00 �Z Z W •� Q Z Zq' o Z Of to + °•� � et' M °� M 1 _Z ¢ o ,'n to to cn Q m tom: ao + 14, i D+ � +L4 Q M C:it di�-� > > = I=�� W Ui W r W> J Q U W O Z W Nit J7' (% PA PA 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 HAWKINS COVE DRIVE SEE SHEET 8 HAWKINS COVE DRIVE SEE SHEET 8 STA. 10+00.00 C.L. TO 21+91.23 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CHARTLEY LANE INS LL 57.7 LF OF RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. c*j SEWER MANHOLE c CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW FL 2 W CITY WATER SERVICE C/G CURB & GUTTER STD. FL 61-b "I v-5 SURVEY MONUMENT '8" I RGJ- CP C I �R/; 1 210. M8"W-SEE le cn Un 1 WATER PLAI PER C.O.B. STANDARD DETAIL S -1Z 20 PA 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 HAWKINS COVE DRIVE SEE SHEET 8 HAWKINS COVE DRIVE SEE SHEET 8 STA. 10+00.00 C.L. TO 21+91.23 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CHARTLEY LANE INS LL 57.7 LF OF RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE SEE SHEET 7 CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD SURVEY MONUMENT '8" I RGJ- CP C I INSIAI 1 210. )0 1 E OE le cn 8"W -SEE PROPOSED HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT m UNLESS OTHERWISE NOTED. PROPOSED e BLOWOFF CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLY - SEE CWS PLAN 20' 202 TER WA PLANS 2 /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 8"S —UTILITY - C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 30' 0 3 EXISTING SEWER MANHOLE G -GAS D -DRAIN C14 c�I C1 ' PROXIMAFl n i + _j P/L _j _j 04 8 0; a 00 C5 Z A c*4 C14 o 0i C.4 0; C.4 1 Uj 42 1.10! 41 40 0: W 39 S _j * C> cn C> c; < CD f + < CD M + + m < c; co + + co + + c 'z Z V) N 31-W cn 00 cn R/W (n cn C1 C) Z_ S LO o C) FL N88*5742 W Lq 0 -2 6'S PER N88757`42"W 295.80' 20+00 I•W �4 21+00 ANS cl n FL >_ 7777777777-- -,,77777777777 cr " C*4 R/WW Go 8*W-SEE 04 C1 WATER PLANS b R b C> 1 c, V- zi 01 LLI W NN ce m X 0) c*4 31 Np 33 34 I a J+ j. C& f d < io C6 to + (6 + (6 1%- C6 37 m R/W I a c%j + C> c1q IC4 + 51 20' 20' 30, cn 8"W -SEE cn N30' 4 m 44- _mmpmjlff� WATER PLANS mmm z mffimj�. mom m "i + C4 14, P/L -NEW Effim _mffmm1__ CHARTLEY LANE SEE SHEET 7 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 LEGEND: INS LL 57.7 LF OF 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 T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD SURVEY MONUMENT '8" I RGJ- CP C I INSIAI 1 210. )0 1 E OE le cn CATCH BASIN WITH 3.5' OPENING PROPOSED HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT m UNLESS OTHERWISE NOTED. PROPOSED e BLOWOFF CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. 2 /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 8"S —UTILITY - C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE G -GAS D -DRAIN C14 PROXIMAFl (SHEDT ADE 0 P11 o 4NV-.4n 1.10! INV. 18!D INV. S c 'z Z cli Ul) LLJ (/) Lq 0 1.t't a 00 a 04 v— 00 a "tpp I•W >_ " C*4 C-14 LLI W d W ;> 1CC1,1000 to z (D m "i + C4 14, 00 r, OR UJ W >; MM M V) V LAJ LLJ LLJ LU < LLJ U1 Uj < LIL LAJ Ito N t4i i Uj Q m Uj rl APPROXI 1ATE FINII HED GRADE 4 CENTER IJ NE INV. 8*W INV. A: 190% 1111v. 0 ....... . . -to •Mum . "ft"-fteft INV. leD j -"amm -dw ..... ...... .......... . . ..... .00— INV. 6'S >: \-INV. LU _j ;z ......... 6"S INV. ECS .......... • . INVErS <m 0i C) - 0 WWUi �j t c%1 M aw- t�l A C3 INV. 11fD zUi z C5 ;z woo to W a cnu) W j> U to wbo 0 :z < Lu6i �•=: + 4 cn In m co M z c' < ow: N _j cn W cr v - >: cwn W ca a JW Uq ca SE -1.007. INSTALL, 292.00 LF OF 8' PVC SEWER 0 -0.25% IN 'TALL 2M.00 LF 91. 8" PVC SEWER 41 -0.25% INSTALL 295.80 LF OF 6 PVC SEVER ®1 70% 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 LEGEND: LINE 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 BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE *As* p4 EXISTING GATE VALVE PER C.O.B. STANDARD. )1( FIRE cn CATCH BASIN WITH 3.5' OPENING PROPOSED HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT m UNLESS OTHERWISE NOTED. PROPOSED e BLOWOFF CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. 2 /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 8"S —UTILITY - C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE G -GAS D -DRAIN 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 3-3-6 334 LINE TABLE LINE BEARING DISTANCE Li N 60'55'04 W 57.79 L2 N 01'02'18" E 25.42' L3 N 01*02'18" E 15.42' L4 N 14!30'57" E 49.40' F7L57 N 09'30'11" W 59.76' 366 364 362 360 358 356 354 352 350 348 346 344 342 INSTALL 95 41) 1 F 366 364 362 360 358 356 354 35522 E 350 348 346 344 342 rcSECTION � �4 SCALE: 1 50' HORIZ. 1 5' VERT. LEGEND (CONT. 0. 180 INSTALL 15.42 LF RG 0-0.20% J --RCP OF 18' 00.32% RGJ-RCP • S CONSTRUCT SEWER PER C.O.B. STANDARD W_ PROPOSED WATER - SEE CWS PLAN ----------4- TRACT BOUNDARY S_ EXISTING SEWER W EXISTING WATER Ui CO00 II PHASE LINE cn a >: co SECTION LETTER >; U >.- AJ LA: C) Lw" Know what's below. WHERE SECTION IS SHOWN cn 1+ re) M ♦ (n m _j (n 2 ICL 0 ul 0 to wLwU G3 0 z j Uj Q PROXIMAFl (SHEDT ADE 0 P11 4NV-.4n 1.10! INV. 18!D INV. S 366 364 362 360 358 356 354 35522 E 350 348 346 344 342 rcSECTION � �4 SCALE: 1 50' HORIZ. 1 5' VERT. LEGEND (CONT. 519 TO• M. TOP OF MANHOLE CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. SM. • S CONSTRUCT SEWER PER C.O.B. STANDARD W_ PROPOSED WATER - SEE CWS PLAN ----------4- TRACT BOUNDARY S_ EXISTING SEWER W EXISTING WATER EXISTING STORM DRAIN z// EXISTING EDGE OF PAVEMENT PHASE LINE OEASEMENT LEGEND SECTION LETTER 11�SHEET Know what's below. WHERE SECTION IS SHOWN Call before you dig. SCALE: 1 = 50' 50' 25' 00 50' 100' IIIIIIIIII z >- 1 1 Zz cn 9 O 11 J J J v ? J 11 J p/L t-= t-= 30' TEMP. I ! t -j ?i� �G %ICNLe rn I o 1 $ 1 $ 1 0 1 $ 1 o t cn v o � J SEWER -J -~-j P/L N rn f CP; 1 v; -' 1 o W o t $ 1 0 1 o i O I N N N a; t rn 1 a; 1 o O p EASEMENTI 3f M p o u o o N N N J0 N d•O 1 � 1 C; f I tALL' O 1 $ t G? 1 O 1 O 1 1 QC 3 a ui N N N I I$ 1 0 +,�' o; I 0; I o I J o 0 1 16"W -SEE 1C 1 If 15 14 13 mw Z J 12 11 10 j z -; 8 I ±� �Zy �� N N$ N N I WATER PLANS �� 1 I �' 1 ' I � I , v� e�.� vfn'' �3 % '' 6 I Oo -' S 3 coUi0: 2 I 1 `' I as •.- d• to to I 1 a0 I z U) ui cn o I o I o I o 001 0 1 Ioz cam•-- 1 LD1 I (LN I I W =oo W 1 d I o Ir-= 0*0 o ztd•I o 1 o I I 1:- QMM c, N 1 Iz-' cw I UTA 1 62'+ � o o =oo 0 0 t� N Ui �ti Z ui �ci Lri ,� v a; ri o Q rn rn O p $ I N I g++ o I cj to o I f• o+o + m++ p+ + N ++ o'� ��+-d+- o ori I �! co 140 N� ��� � 0 Q 1 oo a o 1 69' SEE Q °c"-"-00 I 1 I�:� tea'.¢¢ f 'r' + + 1 z�a"z- + "� + z�� M 1 1 z ¢ ,Q E-- �- I `.�-° cn cn cn c•+0 - o m + o+ _rn I o cn R/W '- F-• WATER PLANS f- ; I `¢ f �= f ¢ I _ ti 8 W -SEE 8 18 D 04 1 - - - ... . - - - - cn cn cn -n - N N cn cn N cn cn t N WATER PLANS I I j 8'W -SEE Q I •i ¢ a i Q 1 WA S p � - TER PLAN �-- 30 TEM - - -i - 1 N88'57'42"W 250. 8" FI- "' o I. S 1i+00 13+ N88'S7'42"W 249 ' N88'ST 12+00 � M cn t- F- F- tn F-- O N N N cn R cn Co EASEMENT 0 r 1 �---- SA NCUT k _ 14 .51 8S FL NM I 1 42 W 489.51 S - 16+ S88 57 42 L ' AL14 es 1 i +00 N88 57 4 W 2 7.0T _-- --- --t-- -+--- - E--- - �-17+00 �, M ,► ------ - r _ FL - - - --{- - - - S 11 19+00 8 S " " - 0 - - - I • - {- S 20+ N8857 2 W• 217.07' 521+ 8"S v FL N$8 57 42 W 479.51 24 D o 0 0 N88�7 42 W - - - - - - ---I- - -I-- - _ -• (' I 240.49 - N8$ 57 42 W 420.62 _ - U- ��m _ N M N88 57 4 W 225.07 18 D r FL n - _ ___-:,, __o o -- 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 -� 1 I 1 ! $'W -SEE rn cn cn R/W i WATER PLANS 1 PACIFIC PINES WAY SEE SHEET 8 W.W ALKERS GLEN LANE STA. 10+00.00 C.L. TO 21+50.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W LINE # HAWKINS COVE DRIVE L1 33.86 SEE SHEET 8 L2 1I R/W I � ' R/W 1 0 0.11% 20' 20' 1 30' 0'5' LF OF 18 RW- CP 0 0. .30,- 5' 1 5' B 11QCo 1 1 •� j •-- o W 1 1 p/L 0 z `� -,w�' 00 z- 1 � U_ N O I G - = h ¢vont f z 1 ++ 't$ rnrn ! cLi <-: ¢ cFn -n , cn `t �IIIIIIIII c' ,N to R z >- 1 1 Zz cn 9 O 11 J J J v ? J 11 J p/L t-= t-= 30' TEMP. I ! t -j ?i� �G %ICNLe rn I o 1 $ 1 $ 1 0 1 $ 1 o t cn v o � J SEWER -J -~-j P/L N rn f CP; 1 v; -' 1 o W o t $ 1 0 1 o i O I N N N a; t rn 1 a; 1 o O p EASEMENTI 3f M p o u o o N N N J0 N d•O 1 � 1 C; f I tALL' O 1 $ t G? 1 O 1 O 1 1 QC 3 a ui N N N I I$ 1 0 +,�' o; I 0; I o I J o 0 1 16"W -SEE 1C 1 If 15 14 13 mw Z J 12 11 10 j z -; 8 I ±� �Zy �� N N$ N N I WATER PLANS �� 1 I �' 1 ' I � I , v� e�.� vfn'' �3 % '' 6 I Oo -' S 3 coUi0: 2 I 1 `' I as •.- d• to to I 1 a0 I z U) ui cn o I o I o I o 001 0 1 Ioz cam•-- 1 LD1 I (LN I I W =oo W 1 d I o Ir-= 0*0 o ztd•I o 1 o I I 1:- QMM c, N 1 Iz-' cw I UTA 1 62'+ � o o =oo 0 0 t� N Ui �ti Z ui �ci Lri ,� v a; ri o Q rn rn O p $ I N I g++ o I cj to o I f• o+o + m++ p+ + N ++ o'� ��+-d+- o ori I �! co 140 N� ��� � 0 Q 1 oo a o 1 69' SEE Q °c"-"-00 I 1 I�:� tea'.¢¢ f 'r' + + 1 z�a"z- + "� + z�� M 1 1 z ¢ ,Q E-- �- I `.�-° cn cn cn c•+0 - o m + o+ _rn I o cn R/W '- F-• WATER PLANS f- ; I `¢ f �= f ¢ I _ ti 8 W -SEE 8 18 D 04 1 - - - ... . - - - - cn cn cn -n - N N cn cn N cn cn t N WATER PLANS I I j 8'W -SEE Q I •i ¢ a i Q 1 WA S p � - TER PLAN �-- 30 TEM - - -i - 1 N88'57'42"W 250. 8" FI- "' o I. S 1i+00 13+ N88'S7'42"W 249 ' N88'ST 12+00 � M cn t- F- F- tn F-- O N N N cn R cn Co EASEMENT 0 r 1 �---- SA NCUT k _ 14 .51 8S FL NM I 1 42 W 489.51 S - 16+ S88 57 42 L ' AL14 es 1 i +00 N88 57 4 W 2 7.0T _-- --- --t-- -+--- - E--- - �-17+00 �, M ,► ------ - r _ FL - - - --{- - - - S 11 19+00 8 S " " - 0 - - - I • - {- S 20+ N8857 2 W• 217.07' 521+ 8"S v FL N$8 57 42 W 479.51 24 D o 0 0 N88�7 42 W - - - - - - ---I- - -I-- - _ -• (' I 240.49 - N8$ 57 42 W 420.62 _ - U- ��m _ N M N88 57 4 W 225.07 18 D r FL n - _ ___-:,, __o o -- 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 -� 1 I 1 ! $'W -SEE rn cn cn R/W i WATER PLANS 1 PACIFIC PINES WAY SEE SHEET 8 W.W ALKERS GLEN LANE STA. 10+00.00 C.L. TO 21+50.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W 10+00 11+00 wff$Tl 14+00 15+00 16+00 17+oo LINSTALL 12.35 LF OF 18+00 19+00 8" PVC SEWER 0 0.25% (TO BE CONSTRUCTED WITH PHASE 3) 20+00 21+00 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 22+00 SAWCUT EXISTING PAVEMENT FOR PROPOSED PVC LINED SEWER MANHOLE PER DETAIL OR AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING CURB AND PAVEMENT SHALL BE REPLACED AS DIRECTED BY THE CITY ENGINEER. * IF PHASES 3 & 4 ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, THEN THE DEVELOPER OF PHASE 3 SHALL CONSTRUCT THE SEWER MAIN AND SEWER LATERALS ON WALKERS GLEN LANE AS PART OF PHASE 3 AS SHOWN ON THESE PLANS. Line Table LINE # LENGTH BEARING L1 33.86 S29. 48' 05.22"W L2 12.35 S88' 57' 41.97"E INSTALL 479.51 LF OF 2 RGJ-RCP 0 0.11% INSTALL 225.07 LF OF 18 RW- CP 0 0. 00 h C) �IIIIIIIII O cc ce z zcr,t" AM cn O tj © �` �- R 0 �•- CO mtj N = `- "- z zz •ZZ LU Z Z $ f` t - Z O O Z 00 © O 4c n+ D+ �•�r �d a+ me 5- •co CIDMM 1 cis = m^ MM v'�. MM g cn U cn cn cn cn •� x 10•x' S..�• TT I o APPROXIMATE FINISHED GRADE 0 CENTERLINE c ' INV. W p cr . INV. 16"W W ' w INV. 18"D , INV. 8"S INV. 4"D J IN J 8"S --- __. • L.,W 3 I0 ¢ N 3 W M z 3 W INV. 8"S 0Lc 00 3 0 3 W O OD o0 00 s OW Z 1 W JO ZZ z a- zzz -- W N '' O jj�.+ .. Z Z Z 00 00 ...i j j F-: -SZtn A 0 0 (j00 W Z O Q to d= 000 f- i 40 C0 • W ZZ MM Q 0.. ( + d- -W MMM d• d �+ f-4.1 cn ca � Z� x W W WW J = QM jj U.jj �' tAZ ��LAJ M M M tVN + MM WO j zZZ d0• d' to W W ij L+,W J LLJ WW Ot a + cr N W W WQco C-1 �N7NWW + N W W!Q- i J § SQ N L> W cn cn W CL W .✓tnN W' -J _j WWW INSTALL]250.00 8" PVC S R 0 -0. 2% INSTA 249.51 OF 8" VC SE R 0 -0. 2� NSTALL 28.14 LF OF 8"PCS 0 -0.2 � INSTALL 217.07 OF 8" VC 0 -0. 5� i STALL 21 .07 U= 8" PV SEWER -0.25 �C (TO 13E CON TRUCTE) WTH RASE (TO BE CONSTR JCTED #ITH PHASE 3) �c 10+00 11+00 wff$Tl 14+00 15+00 16+00 17+oo LINSTALL 12.35 LF OF 18+00 19+00 8" PVC SEWER 0 0.25% (TO BE CONSTRUCTED WITH PHASE 3) 20+00 21+00 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 22+00 SAWCUT EXISTING PAVEMENT FOR PROPOSED PVC LINED SEWER MANHOLE PER DETAIL OR AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING CURB AND PAVEMENT SHALL BE REPLACED AS DIRECTED BY THE CITY ENGINEER. * IF PHASES 3 & 4 ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, THEN THE DEVELOPER OF PHASE 3 SHALL CONSTRUCT THE SEWER MAIN AND SEWER LATERALS ON WALKERS GLEN LANE AS PART OF PHASE 3 AS SHOWN ON THESE PLANS. Line Table LINE # LENGTH BEARING L1 33.86 S29. 48' 05.22"W L2 12.35 S88' 57' 41.97"E LEGEND: LEGEND (CONT.)-.- ABBREVIATIONS CONT'ABBREVIATIONS T•o•�� FL/F.L FLOWLINE R/W RIGHT-OF-WAY 351'9 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 - - CONSTRUCT STORM DRAIN PER C.O.B. STD. T.O.C. TOP OF CLEANOUT GB GRADE BREAK --- • S CONSTRUCT SEWER PER C.O.B. STANDARD INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT W PROPOSED WATER - SEE CWS PLAN PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY """ - -'� - - - e - "- TRACT BOUNDARY EX./EXIST. EXISTING CWS CITY WATER SERVICE S EYJS11NG SEWER C/G CURB &GUTTER STD. STANDARD W EXISTING WATER ® SURVEY MONUMENT Nf PROPOSED GATE VALVE & VALVE _ p EXISTING STORM DRAIN BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE TYPE "A° pq EXISTING GATE VALVE EXISTING EDGE OF PAVEMENT PER C.O.B. STANDARD. iiPROPOSED FIRE HYDRANT PHASE UNE 0 CATCH BASIN WITH 3.5 OPENING ASSEMBLY - SEE CWS PLAN � - . _ - . -. - � .. , ., PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. " O EASEMENT LEGEND ® BLOWOFF CONSTRUCT SEW ER MANHOLE TYPE "A" ASSEMBLY 2 SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE A Know what's below. Q CONSTRUCT SEWER CLEANOUT PER 8"S - - - C.O.B. STANDARD DETAIL S-20. UTILITY W --WATER S -SEWER 2 Cal I before you d • �g. G EXISTING SEWER MANHOLE G -GAS D -DRAIN SPIFFY WERE SECTION IS SHOWN SCALE: 1 " = 50' 50' 25' ot 50' 100 11 1.2-6663 PH 3 & 4 �IIIIIIIII PACIFIC PINES WAY SEE SHEET 8 Rau/� � ot� � i I 1 i ! 1 ! I 1%0 8"W -SEE C4 WATER PLANS Co cn 1-z F -z -j 1-z + U') L" 00 "a b z U.) m R a a b CN 0; 0; 0i a- I f*- CDO 01 cl C> PA C> "NY, C', t _j 04 04 04 C4 20' Uj W 0i PA 0 C1 L L L T1 - _j I J2 C.3 N cr- c; 04 04 0; L6 0; cr- af 04 zQQ I I I -j W < Q 0 30 d 30'- z 04 0 N W ir 0:: z I Uj Ui t6 34 33 32 M R 2- 5' 0 En m W1 m 52 0) 0) bi 1 3 0 29 28 W r% n Imq W cn M Z U-) L6 -0 0�1 57 1 56 1 + + L 5' 1 4m im W 54 (n m I m <mm -J.-i I (UA 53 51 <++ =44 ft I <�� z of co = + 0! W f5 C1 + + 0; ****) 5 1 cl; C6, I cn cn cn + C4 Nt I + cr N + + + T* n c� 30.40' 1 W I a co 1 30.72' %- �<- �<- - C4 SEE CATCH fn 6 1 I cn cn C4 + + + .01v- ;: c+0 -Go oo I I + + 11%ftbf I-- I.- co 8"W- SEE R/W, BASIN DETAIL I I (n + En N cn EON cn z i h CUA (n cn I WATER PLANS HER igo, R/W cn cf) cn 8-W SEE cn -7-7 cn cn WATER PLANS cn cn N88#57*42"W 1-100,06 6"S N88*57'42"W 409.99' 11 00 LU 351.9t IND ` ` W 0+ O` C1 in C1 C> 30.04' cn LL w 358 356 354 352 350 348 346 344 342 340 338 336 334 '577-* 77 C> 1� left c> ro 9$ St c > c> c,q FL N88*57'42*W 319.9 8r*S L6 CN ��rl 6 S 4 S- FL N88*57 *4 3.34-15 8*S N88*5 ow 100.00, S C� CD 13+00 -C+0-0 7 50 CN rl,) 15 IJ FL -N88*5742"W 434.15' 4.89' 12+00 '(D 17+00 CN 18+00 MFE!2 18"D 18*D FL -� 1 00 IX 0:: -C, R/W 20' 0i 0i 20' C1 -30' "1 0: 0: --p=1 10 + 4243 c� 1% W r- 0 0) + + z- 8*W-SEE o WATER S PACIFIC PINES WAY SEE SHEET 8 DIAMOND SPRINGS DRIVE SCALE: 1 = 50' STA. 10+00.00 C.L. TO 18+44.14 C.L. 50' 25' 00 50" 100, SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 351.9t FL/F.L. T-� RIGHT-OF-WAY a C> C1 I -b i -b C1 0:1 cid a; 37 0: wce W cn 0; 0: (n 0: 40 41 P/LI CATCH BASIN 0; 04 a; 04 0; 6 + cn Q V)U) 1 cn cn -� 1 00 IX 0:: -C, R/W 20' 0i 0i 20' C1 -30' "1 0: 0: --p=1 10 + 4243 c� 1% W r- 0 0) + + z- 8*W-SEE o WATER S PACIFIC PINES WAY SEE SHEET 8 DIAMOND SPRINGS DRIVE SCALE: 1 = 50' STA. 10+00.00 C.L. TO 18+44.14 C.L. 50' 25' 00 50" 100, SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 LEGEND: 351.9t 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 BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE ca CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER SM. P, 10 SURVEY MONUMENT k PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE -A- pd EXISTING GATE VALVE c*q SO PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT Uj CATCH BASIN WITH 15' OPENING ASSEMBLY - SEE CWS PLAN J "1 Uj PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT 00 UNLESS OTHERWISE NOTED. 2* PROPOD BLOWOFF FINISHED CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLYSE - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. PA GRADE /-PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 8"S -UTILITY-. 00 Go C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (3 EXISTING SEWER MANHOLE Lp 60 CC z CL 9 18"D 00 -4 .6" co cj (3 (PI 15 Uj 04 0 8 I= C1 q , 11 5' V) UiZgo 0 ci ,z + S INV. 8"Scn S + + C> EX. 87S 8 00 41.00' 18*D cnUj < < cn (n CZ90 cn cn Q cn z R/W EX R/W �j c zzm cn 00 0 FL F6 EX. FL 61 0 N01*02'18"E 140.07' 11+00 4-u) 12+00 NO1102181 - 145.0 T 8*S --c> -C:> FL re) -S V" EX. 8-S 1r EX. FL C> (Lj)D !7z + 1 -Z 62 2: 118!"D z v- 87W -SEE f Vi W W UJ z R/W EX. R/W PA WWATERPLANS 04 cn 0:: 145.07 U-- I SEWER 0 -0.35% C) Lcj Cr- cn APPROXIMAT FINISHEE C1 01 8 P/L 000 63 T+ 0 8"W -SEE z Z 0 GRADE 0 CENTERLINE 0 cn cn 5' 20' 20' 7 30 30' 64 R/W 1RAN L I A INV. 8*W SHAVER DRIVE SEE SHEET 3 INV. IB -U 6*S04 . . ........ V. j . .... ........... I-A� ..... . ......... INV. 6"S ............ 0. z >; - 00 C INV. eS CONSTRU(T PIPES PER INV. 80S W3 a a o z Lc 00 C.O.B. SM. D-9 AT -OCATIONc. 40 3: z q cs co 00 z OF r ROSSINI" ipES WIn r, z -cc z0 CLEAR CE LESS THAN 1:� z eft 0! to cr, W c rt) + >: cn __j V) W - ;� >: v cn 1-; = = v W W•>: > US WW 1� Lq W INSTALL 100.00 1,17 OF 6" �PVC INSTAIL 100.00 LF OF 6 PVC SEWER 9-1.00% 1 ism ----W -A, I 3119.0-ff OF 8" PVC--STWER-W-0.257o INSTALL 33*.15 LF OF 8 PVC1 SEWER 0 0.25% SEVER 411.00% I 7t I I 1 7 1 10+00 11+00 LEGEND: 351.9t 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 BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE ca CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER SM. STANDARD 10 SURVEY MONUMENT k PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE -A- pd EXISTING GATE VALVE c*q SO PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT Uj CATCH BASIN WITH 15' OPENING ASSEMBLY - SEE CWS PLAN J "1 Uj PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT 00 UNLESS OTHERWISE NOTED. 2* PROPOD BLOWOFF FINISHED CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLYSE - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. PA GRADE /-PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 8"S -UTILITY-. 00 Go C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (3 EXISTING SEWER MANHOLE G -GAS D -DRAIN 12+00 13+00 LEGEND (CONT.): 351.9t TOP OF MANHOLE BEARING Li 49.65 CENTERLINE 19 CONSTRUCT STORM DRAIN PER C.O.B. SM. S CONSTRUCT SEWER PER C.O.B. STANDARD W- PROPOSED WATER - SEE CWS PLAN L4 TRACT BOUNDARY S- EXISTING SEWER W EXISTING WATER D EXISTING STORM DRAIN /Zz EXISTING EDGE OF PAVEMENT 58.17 PHASE LINE L8 EASEMENT LEGEND SECTION LETTER A 2 z I SHEET WHERE SEC11ON IS SHOWN 14+00 15+00 16+00 17+00 18+00 �s S- 8"S -+ - - h -8-I �Sr4ri 13+00 H N88*57' 358 356 354 352 350 348 346 344 342 340 338 336 334 19+00 Line Table LINE # LENGTH BEARING Li 49.65 S18' 13' 18"E 19 60.75 N25* 48' 51"E L3 57.68 N09* 06' 35"E L4 69.63 N46* 12' 45"E L5 12.11 N45* 00' 00"E L6 56.30 N90- 00- 00-E L7 58.17 S41. 04! 39"E L8 49.4 S11* 55 05"E SCALE: 1 = 50' <ZZZ: CROOM LANE 50' 25 09 50' 100' STA. 10+00.00 C.L. TO 11+40.07 C.L. SCALE.- 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 SHAVER DRIVE W oia SEE SHEET 3 z 1- 0 WATER PLANS N 51 W N, ce. 0 20' z I 0 z- 11 -1 3011 30,1 10 j II 04 >: PPROXIMj W W c*q SO Uj 9 X. FINISH J "1 Uj 3 0) 0! 00 APP I tOXIMATE FINISHED 0< d z PA GRADE 0 CENTERLINE 00 Go 40 V) Z CS z to ir 60 CC z CL 9 18"D 00 -4 .6" co cj (3 (PI 15 Uj 04 0 8 I= C1 q , 11 5' V) UiZgo 0 ci ,z + S INV. 8"Scn S + + C> EX. 87S 8 00 41.00' 18*D cnUj < < cn (n CZ90 cn cn Q cn z R/W EX R/W �j c zzm cn 00 0 FL F6 EX. FL 61 0 N01*02'18"E 140.07' 11+00 4-u) 12+00 NO1102181 - 145.0 T 8*S --c> -C:> FL re) -S V" EX. 8-S 1r EX. FL C> (Lj)D !7z + 1 -Z 62 2: 118!"D z v- 87W -SEE f Vi W W UJ z R/W EX. R/W PA WWATERPLANS 04 cn 0:: 145.07 U-- I SEWER 0 -0.35% C) Lcj Cr- cn C1 01 8 P/L 000 63 T+ 0 8"W -SEE z Z 0 WATER PLANS 0 cn cn 5' 20' 20' 7 30 30' 64 R/W 1RAN L T SHAVER DRIVE SEE SHEET 3 SCALE: 1 = 50' <ZZZ: CROOM LANE 50' 25 09 50' 100' STA. 10+00.00 C.L. TO 11+40.07 C.L. SCALE.- 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 1 ii W oia I z 1- 0 z N W N, ce. 0 z I 0 z- zm 9 j II 04 >: PPROXIMj W Ir c*q SO Uj 9 X. FINISH J "1 Uj ;z 0) 0! 00 APP I tOXIMATE FINISHED RFACE d z c-A*j GRADE 0 CENTERLINE V) 40 V) Z z UJ -j LL: z CC Ix CL \.INV. 18"D 00 co + LL. (PI 15 Uj 04 0 8 Lcru- cn V) R S INV. 8"Scn S INV. EX. 87S IS (A z C� 00 41.00' 18*D N§P'57'42-W �1-51.009 W Q z - » �j c zzm cn i 0 >� C.> z C> Or !7z + 1 -Z z v- Vi W W UJ z INSTALL 145.07 U-- OF 8" PVC SEWER 0 -0.35% 1 ii CN 0 14+00 00 I I N88 -57;42"W 51 J. - (n C3 M cc z r- 8 to j 8 T 0- Lq Z cy- 04 it Lq d J NM > Uj Qc; c C-) Lq cr) _3 > Lij ,q- W z 0) z LLI . cq ::;-c St W -4 LL. 00 z r,� LL. cNc�-C.4 Q 0:+ W fW-) LL- -JP (n m + -j W c� < Vj 15 cn cn 0 cn ;51c1n z a DIAMOND SPRINGS DRIVE CATCH BASIN DETAIL SCALE 1 " = 20' S 8"S 15+00 358 356 354 TE M352 350 348 346 344 342 340 338 336 334 11+00 12+00 CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. SCALE: 1 = 20' 20' 10, 09 20' 40' Know what's below. 0811 before you dig. 1.2-6663 PH 3 & 4 CITY RECORDS NO: N 00 0 0 t�- 0 Z L -;g -j W Z 6 cj W oia I z 1- 0 z N W W 0 z I 0 z- zm 9 j II 04 >: W Ir c*q SO Uj 9 1* J "1 Uj ;z 0) 0! 00 it LAJ Li d z C-3 Ul -4- V) 40 V) Z z UJ -j LL: z CC Ix CL a (30 cc 00 co + LL. (PI 15 Uj 04 0 8 Lcru- cn V) S IS (A z C� 41.00' 18*D N§P'57'42-W �1-51.009 W - 9.,W-SEEAPLANS CN 0 14+00 00 I I N88 -57;42"W 51 J. - (n C3 M cc z r- 8 to j 8 T 0- Lq Z cy- 04 it Lq d J NM > Uj Qc; c C-) Lq cr) _3 > Lij ,q- W z 0) z LLI . cq ::;-c St W -4 LL. 00 z r,� LL. cNc�-C.4 Q 0:+ W fW-) LL- -JP (n m + -j W c� < Vj 15 cn cn 0 cn ;51c1n z a DIAMOND SPRINGS DRIVE CATCH BASIN DETAIL SCALE 1 " = 20' S 8"S 15+00 358 356 354 TE M352 350 348 346 344 342 340 338 336 334 11+00 12+00 CONNECT TO EXISTING SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. SCALE: 1 = 20' 20' 10, 09 20' 40' Know what's below. 0811 before you dig. 1.2-6663 PH 3 & 4 CITY RECORDS NO: N 00 0 0 t�- 0 Z L -;g -j W Z 6 cj W z z 0 0 zm W Ir Uj 9 > it 0 ® 40 Z z CC Ix CL cc W Z8 31: Uj 04 0 8 PACIFIC PINES WAY SEE SHEET 8 1 5' 1 1 1 1 R/W 41 i �n 14+00 366 364 362 360 358 356 354 352 350 348 346 344 20' 20' 1 1 1 1 30' 30' I $ 8"W -SEE PA �. WATER PLANS j j 44 1 45 j 46 CO W I ao 1 1 zO .. m•---M--- i ` ^U-) 1 1 49 J ornM 1 1 ad u, p 1 M M !:tI 1 47 1 A*co a ON -o + � LSEE12"W-`� MWATER PLANS R/W ¢ c wL---� -- , , ae ser :: ser o -7- STA. 14+00.00 C.L. TO 21+37.22 C.L. SCALE: 1" = 50' HORIZONTAL 1” = 5' VERTICAL ASHE ROAD R/W ' I cWn I FL 64' I I a' O I + 3 o I X I W I I ` I � I c) x -18"D (Li) 3 j �- ' I N C) e e e e e i! i•= J cp 1N Z ! daa `' M M I N N Nn I T. 03_. M. -- FL/F.L. D N88*59'36"W 284.32' 18"D _ _ 214.32 LF FL N88.599361*WD 284.32' 18"D -RCP 410.15% ELEVI ELEVATION SMH SEDER MANHOLE -0004n D STORM DRAIN MANHOLE T.O.M. IN ST 284.32LF _ , _ _ D_„D� -• ----I - - -recce_ I_,_d. INVERT S/W -4- 17+00 -I-es-.•reee.e 1 1e ELEVATION FH N M f15+00 `; e-f 18+00 19+00 2e0.+l.0 0N88•5f36AW EDGE OF PAVEMENT XRW 666.16f EX./EXIST. — 1u - >- CURB & GUTTER STD. STANDARD !i SURVEY MONUMENT " PROPOSED GATE VALVE & VALVE BOX -SEE CWS PLAN ® NF M EXISTING GATE VALVE - Cz )e PROPOSED FIRE HYDRANT O za J ASSEMBLY - SEE CWS PLAN a- PER C.O.B. STANDARD DETAIL S-12, Exam FIRE HYDRANT 4 s _: U C. ® O N Z 0 �Q QUO `—PIPE SIZE Dn- CONSTRUCT SEWER CLEANOUT PER 8"S UTILITY: C.O.B. STANDARD DETAIL S-20. 36 UNDEVELOPED LAND EXISTING SEWER MANHOLE to t W �O cr- 0++ W'�N1. Q - CG J Wo 0 rO n F J v STA. 14+00.00 C.L. TO 21+37.22 C.L. SCALE: 1" = 50' HORIZONTAL 1” = 5' VERTICAL ASHE ROAD R/W ' I cWn I FL 64' I I a' O I + 3 o I X I W I I ` I � I c) x -18"D (Li) 3 j �- ' I N C) e e e e e i! i•= J cp 1N Z ! daa `' M M I N N Nn I 15+00 16+00 17+00 LEGEND: T. 03_. M. -- FL/F.L. INSTALL 214.32 LF OF 18" R -RCP 410.15% ELEVI ELEVATION SMH SEDER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. IN ST 284.32LF OF 18 RGJ-RCP ® 0.1 INV. INVERT S/W SIDEWALK EL./ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD ® SURVEY MONUMENT " PROPOSED GATE VALVE & VALVE BOX -SEE CWS PLAN ® STORM DRAIN MANHOLE TYPE "A" M EXISTING GATE VALVE - PER C.O.B. STANDARD. )e PROPOSED FIRE HYDRANT ; CATCH BASIN WITH 3.5' OPENING ASSEMBLY - SEE CWS PLAN � PER C.O.B. STANDARD DETAIL S-12, Exam FIRE HYDRANT PIPE UNLESS OTHERWISE NOTED. a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN 0 PER C.O.B. STANDARD DETAIL S-7. `—PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER 8"S UTILITY: C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 0 EXISTING SEWER MANHOLE G -GAS D -DRAIN W W'�N1. J Wo 0 J a 0 < IIIIIIIIII J o p op o Wd" ? JAR A N co OD MENNEN m W�7t N 00 00 ap 'Z � r p ZZ ;,Zz z 0, z h in co cci co ¢ Ci O o Q 4 d}}-•• -0- O Oh M M Op M M d+' M i - 4d cn cn W �� cn V3 W W N cn W 0 0 0• VA GRjkDE 0 CENTERLINE 09131 WR11SP71i 1-14i5NZIiiiITV,am] " INV. 18"D 15+00 16+00 17+00 LEGEND: T. 03_. M. -- FL/F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEVI ELEVATION SMH SEDER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL./ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD ® SURVEY MONUMENT " PROPOSED GATE VALVE & VALVE BOX -SEE CWS PLAN ® STORM DRAIN MANHOLE TYPE "A" M EXISTING GATE VALVE - PER C.O.B. STANDARD. )e PROPOSED FIRE HYDRANT ; CATCH BASIN WITH 3.5' OPENING ASSEMBLY - SEE CWS PLAN � PER C.O.B. STANDARD DETAIL S-12, Exam FIRE HYDRANT PIPE UNLESS OTHERWISE NOTED. a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY - SEE CWS PLAN 0 PER C.O.B. STANDARD DETAIL S-7. `—PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER 8"S UTILITY: C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 0 EXISTING SEWER MANHOLE G -GAS D -DRAIN 18+00 19+00 LEGEND (CONT.): T. 03_. 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 L4 TRACT BOUNDARY 15.42' EXISTING SEWER s W EXISTING WATER - - o EXISTING STORM DRAIN '/z EXISTING EDGE OF PAVEMENT z is icw Q "It <r d- PHASE UNE OEASEMENT LEGEND SECTION LETTER `---- -- A 2 W 0 •>> 0 SHEET WHERE SECTION IS SHOWN 366 364 362 360 358 356 354 352 350 348 346 344 W � -o Z in Q'= m Q J J C3 3: FNO� V I� CJ= N + +d M cr- 04 ix zvQicn LINE TABLE LINE BEARING DISTANCE L1 N 01'12*!' E 14.42' L2 N 01'02'18" E 15.42' L3 N 17'1959" E 54.96' L4 N 88.5742" W 15.42' L5 N 88.57'42" W 25.42' 368 366 364 362 360 358 356 354 352 APPR 350 GR 348 346 INSTALL 14.42 LF OF - NCP .28% 19; rnIr- n N of M lqr-ago j ago z . -ian _zz m+ r-: .d. z is icw Q "It <r d- •z W Lr-+ M M 04 0 W 0 •>> 0 to En W W IL Ir ed - XIMATEqNISHED- ; � E OVER '--i PIPE O m INV. 18"D 0 368 366 364 362 360 3558- 356 58356 354 352 350 348 346 344 344 rD-% SECTION 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 0 Z O r 11rD18"D L4 - - - FL 11+00 NO1'02'18"E 280.00' - 12+00 "' `li13+00 0' K) 62 P T'-' ! 3 18"D (L5) N01'02'18"E 280.00' 8"S � N S 0 0 N N M M> W I , i —-- ..FL SN...e� I 00 !! Z 1 ---- — W - - - N g r 5 _ 30 TEMP. - - - ci -' W i ♦ " 5' �- z �' W _. i >' cn I !! ♦ SEWER EASEMENT R/W 8 W -SEE ZO U - WATER PLANS D5 -� ® m W I to I < 00O I !! 63mv+-<j �3..%. !o "Co 5 33 N I! mm J J 1 i °�° I 1 o a p e QFQ•-o w UU I I zJ 1i.1 t``� O M 1 + i ( o c�cnzo c 0o 13 cSvWi ouNi !! `' 00 �o C) coc1qN M / 00� Ix Ix C� CO C) I �' O O O cp !1 W �......�G. -.. P — — — Z O O'ER-•— — — .i ..-- -- (/)a+ o.eo�i 1 a o o z a Iii 1 oa o 1 z ci'� + to W z 1 CJO Z�` U- T y + Oo ziQ-� i ��� -cc N da�o`no �� ! cn 4 o J � ��� 64 20 34 20 30' TEMP. �-- ¢ 6 0- 61(n - " 1 20 20 k,,4- -1 30' 30' :1 EASEMENT v c i z c WATER PLANS 30' 30' 1 i� cn n 1 00 WALKERS GLEN LANE THUNDER TRAIL DRIVE SEE SHEET 5 SEE SHEET 4 CHARTLEY LANE 368 366 364 362 360 358 356 354 352 350 348 346 344 E SECTION 7 SCALE: 1"= 50' HORIZ. 1" = 5' VERT. 366 364 362 360 358 356 354 352 350 348 34fi 344 342 340 338 336 334 STA. 10+00.00 C.L. TO 12+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 368 366 364 362 360 358 356 354 352 350 348 346 344 11+00 12+00 13+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 IF PHASES 3 & 4 ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, THEN THE DEVELOPER OF PHASE 3 SHALL CONSTRUCT THE SEWER MAIN AND SEWER LATERALS ON CHARTLEY LANE AS PART OF PHASE 3 AS SHOWN ON THESE PLANS. Know what's below. 0111 before you dig. SCALE: 1 " = 50' 50' 25' °'- - SO''°°� 1.2-6663 PH 3 & 4 1 IN m I CITY RECORDS NO: 0 po M (e 0) < d - O W00 z � I d J W U 000 W co .. N W Y m N 00 O 6 M �, lot Z 45 d 0 m 9 w M J J M > W CO Z Z Q j .!� CL j >- W Z J 0 J Go W Fe IL Ir ed � Q m O m In 0 v < LU cc CC W W'�N1. Wo 0 a 0 < IIIIIIIIII MENNEN m � r ■ Ji i - 09131 WR11SP71i 1-14i5NZIiiiITV,am] 10+00 368 366 364 362 360 358 356 354 352 350 348 346 344 11+00 12+00 13+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 IF PHASES 3 & 4 ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, THEN THE DEVELOPER OF PHASE 3 SHALL CONSTRUCT THE SEWER MAIN AND SEWER LATERALS ON CHARTLEY LANE AS PART OF PHASE 3 AS SHOWN ON THESE PLANS. Know what's below. 0111 before you dig. SCALE: 1 " = 50' 50' 25' °'- - SO''°°� 1.2-6663 PH 3 & 4 1 IN m I CITY RECORDS NO: 0 po M (e 0) < d - O W00 z � I d J W U 000 W co .. N W Y m N 00 O 6 M �, lot Z 45 d 0 m 9 w M J J M > W CO Z Z Q j .!� CL j >- W Z J 0 J Go W Fe IL Ir ed � Q m O m In 0 v < LU cc CC W W'�N1. Wo 0 a 0 < IIIIIIIIII W CO Z Z Q j .!� CL j >- W Z J 0 J Go W Fe IL Ir ed � Q m O m In 0 v < LU cc CC W W'�N1. Wo 0 a 0 < 4 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 A NOTE: IF PHASES 3 & 4 ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, THEN THE DEVELOPER OF PHASE 3 SHALL CONSTRUCT STORM DRAIN STUB NEAR THE BOUNDARY OF PHASE 3 & 4 AS SHOWN HEREON. THUNDER TRAIL DRIVE SEE SHEET 4 E S— — — — — — — 20' 1 20' J' 30' 30' PA . O ' � o cJ -j cn of 7 Q ;z W 0 0) 0::: C*4 Z -b 00 in c, x < it a; I 19 6 18 0 04 04 04 U -i 0:: E)(. SUMP 00 00 0: 17 � 4"* m % W z cj cj W I :c cj tH c, W 0) C1 0 J -1 < P . 1 >4 V) m++1 0 to c; C10 cs * X N N a 00 40 2661 I 1N + co 9 < to to 7-0+ MC4 + Ui C> to +Utl p a cl: Ui wi N C) d co + M co 8: + + + + U*) C> in in ti Z WW in cn cn En cn R/W cn IL4 V) ®cnZ o INV. 2eD cn N01*02'18"E -c) 6 L0 §4 N01 '18"E 30 .56' 8"S (SEE SHEET 9) z 280.00' W n 4-D (L5) W 1-3-�OO k6l '02'1 8�E 290-W 24!'D 14+00--; 04 -c�-:)l b " LO FL 15+00 W 5) a: THUNDER- TRAIL DRIVE SEE SHEET 4 STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50" HORIZONTAL 1" = 5' VERTICAL INSTALL 42.75 i t- P%r- f% A* SHAVER DRIVE SEE SHEET 3 . 10+00 11+00 12+00 13+00 14+00 LEGEND: 351.9 T-0---m,- Ego ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERUNIE 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 T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD iWWW 0 13 93 SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE "A" M EXISTING GATE VALVE -0.88% PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT Uj CATCH BASIN NTH 3.6 OPENING ASSEMBLY - SEE CWS PLAN c*4 PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT 00 UNLESS OTHERWISE NOTED. PROPOSED 2� OOz CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLY SEE PLAN CWS19 PER C.O.B. STANDARD DETAIL S-7. f 0 0-0 !� /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 80S —U1IUTy.- FINI ED GRADE 0 P C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE G -GAS D -DRAIN 0.96' m 3: CONS -ff !UCT PIPE C.> 1t%Ar%n1r in nr*n >: >: in c'! U: LLJ C.O.B. 3TD. D-9 W ATLO(ATIONS 01 INV. ErD %#F%Vlllx WITH 14%7 Fff-L.-J C -EARANCE C) Bm z * LESS I -IAN 12' U.1 ss C5 z Co c� in j B:: 1.- < 00 F 4PROXIMA7 00 -J•OD 0) 00 00 IrAm FINISHED a 2 -W mz < Z z INV. 1 Er D IV. 18*D -1 z _j v- VN IN 8"W ENMED co C> Z Z GRADE 0 P g z z m Coco ce- co cc co go co INV. 18"D 1.35- 00 pl: O 1W INV. 8"W n + v- * MMM a + rn -d- mv Ir- c .4 rn w- rn 0 WW W W w in www W -i >; Lq uj uj ui L cn W j W W v I t<�) W LLJ 0 0, r APP?OXIMATE FINISHED A GRA)E 0 CENTERLINE LINV. 12*W 8*W — CONS IUCT PIPE SADDLE I IER C.O.B. STD. D-! AT LOCATI)NS OF C?OSSING PIPES WITH CLEARAN,%E INV. 18"D INV. 18"D •....... TFD ........... WNW% ........... ........... ck: INV. 8"S � W 5 in 3c: L '00 co MOD *00 10 W >: V, -.01 ZZ cr- C1 cn m — ai z Uj bd Lr- W m II ME ll --I ce Eff 50 W W NSTALL 128MQ-,� OF jr- SEWEIR 0 -Qj5% V) W W L6---PvC INUTIWI Will A . 10+00 11+00 12+00 13+00 14+00 LEGEND: 351.9 T-0---m,- FL/F.L. ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERUNIE 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 T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CITY WATER SERVICE C/G CURB & GUTTER STD. STANDARD iWWW 0 13 93 SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE "A" M EXISTING GATE VALVE -0.88% PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT Uj CATCH BASIN NTH 3.6 OPENING ASSEMBLY - SEE CWS PLAN c*4 PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT 00 UNLESS OTHERWISE NOTED. PROPOSED 2� OOz CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLY SEE PLAN CWS19 PER C.O.B. STANDARD DETAIL S-7. f 0 0-0 !� /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 80S —U1IUTy.- FINI ED GRADE 0 P C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER (S EXISTING SEWER MANHOLE G -GAS D -DRAIN LEGEND (CONT.): 351.9 T-0---m,- BEARING DISTANCE TOP OF MANHOLE N 73*48'17* E CENTERLINE L2 CONSTRUCT STORM DRAIN PER C.O.B. STD. • S CONSTRUCT SEWER PER C.O.B. STANDARD W— PROPOSED WATER - SEE CWS PLAN L4 TRACT BOUNDARY S EXISTING SEWER W EXISTING WATER L6 EXISTING STORM DRAIN 44.34! EXISTING EDGE OF PAVEMENT LANE PHASE LINE OEASEMENT LEGEND SEC11ON LETTER A 2 < m SHEET WHERE SECTION IS SHOWN 15+00 366 364 362 360 358 356 354 352 350 348 346 344 342 d40 ET 3389) 336 334 16+00 368 366 364 362 360 358 356 354 352 350 348 346 3" 34 UNE TABLE LINE BEARING DISTANCE Li N 73*48'17* E 22.82' L2 N 01`02'18" E 117.81' L3 N 88"57'42' W 25.42' L4 N 01*02'18" E 280.00' L5 N 01002'18" E 42.75! L6 N 01002'18* E 44.34! INSTALL 25.42 LF OF 1, r RGJ-R T 0-18.06% 00 INS' ALL 44.3 rj CD Z C4 W z in 31: 0) 11 LJ04 7bo 2 0 2 of v- C-4 c; Lo J Z < >:>:>: WALKERS GLEN LANE SEE SHEET ZOO LO Q0)0)0) < m to ot !� !� L Um (o. j cr- rj ri iWWW 0 13 93 WW )TALL 252.83 -j -i WW 18" RG J -RCP 0 -0.88% C5 Lq W Uj Z c*4 - LU 1 -1 >:W>: Z 00 z --j W OOz C5 Z LL: f 0 0-0 !� APPROXIMA LL: -a FINI ED GRADE 0 P C) A K < m L.L: INV. 6*S" 0.96' m 3: CONS -ff !UCT PIPE C.> 1t%Ar%n1r in nr*n >: >: in c'! U: LLJ C.O.B. 3TD. D-9 W ATLO(ATIONS 01 INV. ErD %#F%Vlllx WITH 14%7 Fff-L.-J C -EARANCE C) Bm z * LESS I -IAN 12' 368 366 364 362 360 358 356 354 352 E350 'E 348 346 3" 342 f) 4 rF-'**"N SECTION 8 ) SCALE: 1 50" HORIZ. 1"=5' VERT. 368 366 364 362 360 358 356 354 352 350 348 3461 344 BERKSHIRE ROAD SEE SHEET AI C5 Z Oz z Of C1 01 Qdc, + Zoo C4 04 + cncncn 4- NWq2'111c 18 E c,4 c, N01*02'18*E 18.3.84' � C) 04 cl C) CC r. + UWW Uj 00 L Lm M C.) to C:) 0) + z i 11 1 311 )cn+(0 I I BERKSHIRE ROAD SEESHEET7 366 364 362 360 358 350- 354 352 350 348 346 344 342 340 338 336 334 DIAMOND SPRINGS DRIVE WALKERS GLEN LANE SEE SHEET SEE SHEET 5 DIAMOND SPRINGS DRIVE SEE SHEET PACIFIC PINES WAY STA. 10+00.00 C.L. TO 14+63.84 C.L. SCALE.- 1" = 50' HORIZONTAL 1" = 5' VERTICAL j 1 3(3 J 8"W -SEE WATER PLANS FR 1W 9 —P/L- a INSTP LL 41.00 - 5r.00-tF--- 00 INS' ALL 44.3 rj )F 18- 0 Z + —,.COO 10 1.00 LF - 3J -RCP Go 00 7 to cood < co W J 8"W -SEE WATER PLANS FR 1W 9 —P/L- a 366 364 362 360 358 356 0- 352 350 348 346 344 342 340 338 336 334 15+00 INSTP LL 41.00 - 5r.00-tF--- ft INS' ALL 44.3 rj )F 18- 0 Z + —,.COO -j 0 1.00 LF - 3J -RCP Go 00 7 50 cood < co W 2 0 2 of m + + 30 % L,"OF R WALKERS GLEN LANE SEE SHEET 5 366 364 362 360 358 356 0- 352 350 348 346 344 342 340 338 336 334 15+00 10+00 11+00 INSTP LL 41.00 - 5r.00-tF--- ft INS' ALL 44.3 LF- RGJ--RCP )F 18- 0 _r vr 10 GJ -RCP 0 14STALL OF 18' Rl;%,J-RCP I 14-jT114111.41- , OF 18* R 1.00 LF - 3J -RCP �.95% 0157% -2.12% % L,"OF R le j -RCP •W ck: 0 x to INSTALL 137.68 1 F OF 18" RGJ-RCJ 0 -0.1! i% 0.16% IN )TALL 252.83 LF OF 18" RG J -RCP 0 -0.88% C5 Lq W Uj Z c*4 - LU 1 -1 >:W>: Z 00 z --j W OOz C5 Z LL: f 0 0-0 !� ZZ 0, LL: -a C) A WW4 te) < m L.L: -C) m 3: -i U) < C.> :n Z U-9 LLJ >: >: in c'! U: LLJ 00 W -1 W Cn !ti Ui WWW LLI W L) ffi LLL Z in W, < C) Bm z * C�l in Uj a;: >: U.1 ss C5 z Co c� in j B:: 1.- < 00 F 4PROXIMA7 00 -J•OD 0) 00 00 FINISHED a 2 -W mz < Z z INV. 1 Er D IV. 18*D -1 z _j v- VN IN 8"W ENMED co C> Z Z GRADE 0 P g z z m Coco ce- co cc co go co INV. 18"D 1.35- 00 pl: O 1W INV. 8"W n + v- * MMM a + rn -d- mv Ir- c .4 rn w- rn 0 WW W W w in www W -i >; Lq uj uj ui L cn W j W W v I t<�) W LLJ 0 0, r APP?OXIMATE FINISHED A GRA)E 0 CENTERLINE LINV. 12*W 8*W — CONS IUCT PIPE SADDLE I IER C.O.B. STD. D-! AT LOCATI)NS OF C?OSSING PIPES WITH CLEARAN,%E INV. 18"D INV. 18"D •....... TFD ........... WNW% ........... ........... ck: INV. 8"S � W 5 in 3c: L '00 co MOD *00 10 W >: V, -.01 ZZ cr- C1 cn m — ai z Uj bd Lr- W m =3 rr) --I ce Eff 50 W W NSTALL 128MQ-,� OF jr- SEWEIR 0 -Qj5% V) W W 10+00 11+00 rH-'*� SECTION � �8 SCALE: 1 50' HORIZ. 1 5' VERT. 368 66 364 362 360 3558- 356 354 352 350 )E 348 346 3" i 368 366 364 362 360 358 356 354 352 350 348 346 344 13+00 INSTP LL 41.00 - 5r.00-tF--- ft LF- RGJ--RCP )F 18- 0 _r vr 10 GJ -RCP 0 14STALL OF 18' Rl;%,J-RCP I 14-jT114111.41- , OF 18* R 1.00 LF - 3J -RCP �.95% 0157% -2.12% % •W ck: 0 x to LO n .:c •00 It 0 �: z cr) E Lq r1r) ICI in W c� 3t II C5 Lq W Uj Z c*4 - LU 1 -1 >:W>: Z 00 z --j W OOz C5 Z LL: f 0 0-0 !� ZZ 0, LL: -a C) A WW4 te) < m L.L: -C) m 3: -i U) < C.> :n Z U-9 LLJ >: >: in c'! U: LLJ LLJ cr. >: Q Cn !ti Ui WWW LLI W L) ffi LLL Z in W, < ffi Lq >: U.1 ss W LLJ FAJ j-j-j W 1.- < ZoUj F 4PROXIMA7 FINISHED GRADE 0 P INV. 1 Er D IV. 18*D -1 IN 8"W ENMED rH-'*� SECTION � �8 SCALE: 1 50' HORIZ. 1 5' VERT. 368 66 364 362 360 3558- 356 354 352 350 )E 348 346 3" i 368 366 364 362 360 358 356 354 352 350 348 346 344 13+00 SECTION SCALE: 1 50' HORIZ. 1"=5' VERT. 368 366 364 3-6-2 360 358 356 354 352 E350 PE 348 346 344 14+00 SCALE: 1 = 50' 50' 25' 09 50' 100' Know what's below. Cal I before you dig. IN 3TALL 41, 00 61c, Ell ft F _r vr 10 GJ -RCP 0 1111111111 I 14-jT114111.41- , OF 18* R 1.00 LF - 3J -RCP -2.12% % to it :c C0 in W 3:: z 0) ul Ln ICI cs Uj Go Go 00 �0 00 z --j W >: >: Uj = * L: ..Cc U: L J -C) m 3: -i U) < W CAD CAd in c'! U: LLJ Q lqt ---V W% r -m m < ffi Lq >: U.1 ss W LLJ FAJ j-j-j W 1.- < ZoUj LAJWUj kPROXIMA ENMED GRADE 0 P NV. 18-D INV. 18"D 1.35- INV. 8"W V. 8!S SECTION SCALE: 1 50' HORIZ. 1"=5' VERT. 368 366 364 3-6-2 360 358 356 354 352 E350 PE 348 346 344 14+00 SCALE: 1 = 50' 50' 25' 09 50' 100' Know what's below. Cal I before you dig. 1111111111 cv) co 04 W Um k 355.65 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 92.00' 85.76' 46.28' 5324!28" C14 SUMP EXPANSION DETAIL SCALE 1" = 20' . . .......... STORM DRAIN MANHOLE NO. 15 STA. 10+05.00 C.L. 5.00 LT. STA. 10+05.00 DRAIN 18!D SHAVER DRIVE --- ------- -- SCALE: 1 20" 20' 10' 0* 20' 40' LINE TABLE LINE BEARING DISTANCE Li N MOW W 54.4.4! %JUO 366 364 362 360 358 356 354 352D SU 350 348 346 344 342 7AA 368 366 364 362 360 358 356 354 352 350 3-5-0 348 346 344 342 340 rTSECTION � �9 SCALE: 1 50' HORIZ. 1 5' VERT. 358 356 354 12 352 350 348 346 344 342 340 6' PROPOSED 0, 41. INSTALL 54.44 LF BLOCK ' 2.0 WALL PLA NS) FINISHED PAD OF 2ir 00.110% GJ-RC1P WATE ? J- SURF CE/ EXISTING GRMN ND WW DESIGN i I I 18.0' RL z 05 EXISTING GROUND --I v - SI TER TER PR ! )P OSED PROPOSE] JO BC N EXIST TJOM FINISHED 4;ROUND- GR j )UND M 368 366 364 362 360 358 356 354 352 350 3-5-0 348 346 344 342 340 rTSECTION � �9 SCALE: 1 50' HORIZ. 1 5' VERT. 358 356 354 12 352 350 348 346 344 342 340 6' PROPOSED 0, 41. --6' BUIIDER'S FEACE BLOCK ' 2.0 WALL PLA NS) FINISHED PAD BL OCI EE WALL ( WALL ?LANS) WATE ? J- SURF CE/ EXISTING GRMN ND / PRP09E-D FINI GROUND DESIGN i I I 18.0' WATER SURFACE EXISTING GROUND PR ! )P OSED JO BC N EXIST TJOM MP GR j )UND %JJO 356 354 3-5-2 350 348 346 344 342 "ZAn 358 356 (SEE 354 352 350 348 346 344 342 IZAn 6' PROPOSED -� BLOCK ' 2.0 WALL PLA NS) FINISHED PAD DESK N WATE ? J- SURF CE/ / PRP09E-D FINI GROUND 3HED i I I 358 356 354 352 350 348 346 344 342 340 SECTION L SECTION SCALE: 1 = 50' HORIZ. SCALE: 1 = 50' HORIZ. 1" = 5* VERT. 1" = 5' VERT. Know what's below. Call before you dig.