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HomeMy WebLinkAbout1.2-7261 Ph 1 - 4---= PACHECO ROAD Fr2l per//�► �20!� O EtrT'23 FAIR EW ROAD S T� PANAMA LAN 24 19 BE il 29 28a 26 McCUTCHEN ROAD m 25 30 HOSKING v 0 35 36 31 0 33 � 34 McKEE ROAD 0: TA HWY. PUMPKIN G LD 1 119 = CER 5 4 Q 3 x 2 6 o CURNOW Q cn 9 z 8 10 cn 11 12 % CE MULTIPLE UTILITY TRENCH 4' R 5' I TYP. C.) _j m3 * 4.5' MIN. 60" TO 7' MAX. TYP. MIN. 4" SEWER LATERAL ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. i 23' MIN. TO 60' MAX. VICINITY MAP NO SCALE STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL. q SEWER MAIN CL STREET 5' WATERLINE TYP. FINISHED STREET /—GRADE 3 36- TYP. O 1% MIN. ..- 4 SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES 6" OR 8" SEWER MAIN DETAIL TYPICAL SEWER LATERAL INSTALLATION * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. LEGEND: TITLE FL/F.L ABBREVIATIONS FLOWItLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. CATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL./ELEV. ELEVATION S/W SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT--O'-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD Q SURVEY MONUMENT p4 PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 178 STORM DRAIN MANHOLE TYPE "A" p EXISTING GATE VALVE - PER C.O.B. STANDARD. THE BEARING OF N 88'5735" E SHOWN FOR THE CATCH BASIN WITH 3.5' 'ENING � PROPOSED FlRE HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. a PROPOSED BLOWOFF �SEE tSi CONSTRUCT SEWER MANHOLE TYPE "A" ASSEMBLY CWS PLAN NORTH LINE OF THE NORTHWEST QUARTER OF PER C.OI STANDARD DETAIL S-7. CONSTRUCT SEWER CLEANOUT PER /—PIPE SIZE 1051 C.O.B. STANDARD DETAIL S-20. gig UTILITY: - 1051 W_WATER S_SEWER S. EXISTING SEWER MANHOLE G --GAS D—DRAIN 74 � € FUTURE COMMERCIAL SITE F71 FUTURE MULTI—FAMILY LOT ------,-.-- -r---- _._ t 10 11 12 13 14 15 14 17 18 19 20 21 22 23 24 25 € € 9 1 w €t 8 # �t 40 39 38 37 36 35 34 33 32 31 `� 30 29 28 € € 7 PHA 27 26 # € €P # { 6 4 ri 2 3 4 5 6 7 8 9 10 11 12 13 14 15 t PHASE4 1 I ( t 4 BRISTOL SPRING At1fNUUE — -" — -- S-- — i 3 0 29 28 27 26 25 4 23 22 21 a I �. 2 19 18 . 17 16 2 'i L �f �� �. . _ err _ ■war „„� ��r�r �� er�� ,_ N I i 1 41 42 43 1 2 3 4, 5 6 7 8 91 ~ 10 11 5 PHA v a 12 1 F Uj I' 4) 44 0 22 21 20 1918 17 15 I € t RETENTION ! 14 13 1 1-- D - € t BASIN i ! € 2 3 4 5 1 6 7 8 9 10 11 12 13 14 t PHAW461 6 UNUEJV rR A UE € € t-------_ ! ! ! # € 27 26 25 24 23 1 21 2019 ' 18 17 16 15 8 j € €--------------------- ( — — RtDGE FOREST DRIi� W ----------------- --- -=/ 1 } _ KEY MAP SCALE: 1"=200' ODENOTES SHEET NUMBER 4.5' MIN. * TO 7' MAX. SURFACE MARKER FOR LATERALS PER C.O.B. STD. S-1 TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER DOC # 217174003 r I IT,M I, ,e.. C117Y OF BAKERSFIELD KERN COUNTY CALIFORNIA FOR �ACT HAS 1 0 _i INDEX OF SHEETS SH ET TITLE 1. COVER SHEET 2. NOTES 3. BANDELIER DRIVE 4. BRISTOL SPRING AVENUE 5. CANYON TRAIL AVENUE 6. LINDEN TREE AVENUE 7. CREEK BEND DRIVE & WYNNFIELD LF LAKES LANE 8. EAGLE PASS WAY, JOSHUA 395 TREE WAY, & WIND CAVE WAY 9. MISTY WATER WAY AND RETENTION BASIN DETAILS NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CON STRU CTI ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326--3049 NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF TH RDINANCES. STANDARDS AN SIGN CRITERIA SHALL BE RREC D DU G C STRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6--30--18 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12--31--18 REVIEWED BY:STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 00 Know what's below. 0811 before you dig. STORM DRAIN IMPROVEMENTS UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 TOTAL 18" STORM DRAIN LF 389 848 85 395 1717 BASIS OF BEARINGS: 24" STORM DRAIN LF - - - 761 761 30" STORM DRAIN LF 178 - - - 178 THE BEARING OF N 88'5735" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF 36" STORM DRAIN LF 1051 - - - 1051 SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED STORM DRAIN MANHOLES EA. 6 2 2 5 15 MAP NO. 7--1 BOOK 6, PAGE 26 WAS USED AS THE LEGEND (CONT. BASIS OF BEARINGS SHOWN HEREON. �IIIIIIIII CATCH BASINS EA. 4 2 3 4 13 T•0'�...--- BENCHMARK USED: 35) TOP OF MANHOLE•9 OUTLET STRUCTURE EA. 2 - - - 2 SEWER IMPROVEMENTS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE — _ CENTERLINE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND o -- CONSTRUCT STORM DRAIN PER C.O.B. STD. 6" SEWER LINE LF - - 244 100 344 FIREBAUGH STREET. - S CONSTRUCT SEWER PER C.O.B. STANDARD 8" SEWER LINE LF 2158 1050 609 1187 5004 ELEVATION = 356.735' (PER PER TRACT NO. 5845 PHASES WPROPOSED WATER — SEE CWS PLAN 4" LATERALS LF 1447 1020 871 1061 4399 A --D, MON. ELEV. MAP) [U.S.G.S. DATUM] ---------M---------- TRACT BOUNDARY STANDARD MANHOLES EA. 5 2 3 3 13 -- EXISTING SEWER CLEANOUTS EA. 1 1 - 2 4 s EXISTING WATER - - _D -- EXISTING STORM DRAIN - -- - -- — — G— -- — c --- EXISTING GAS ,.MASE LINE dEASEMENT LEGEND SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 00 Know what's below. 0811 before you dig. �IIIIIIIII STANDARD NOTES 1. GENERAL RAL 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 CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS .MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING U11UTIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2. STANDARD DEJAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALT. 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, SWW-9, SW -11, ST -6, ST -22 3. VCP INSTALLA11ON MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6% 8", 10% AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORA11ON FOR THEIR "MAINLINE" BANOSEAL 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 LINE 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. LNSTALLAl10N :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE LITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS !, 11, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25-C t3 ). PROPERTY IN111AL (PAR. l,Qj TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGA11ON AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO IN111AL TEST RESULT) 10 -SEC. 35-50 t5 WEIGHT CHANGE f1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 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 SOLU11ONNS FOR A PERIOD OF 112 DAYS AT 77' F f5 (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. .. I 0 III Yfll nPillI or I E-! I I al• #11 s �- ! wt LOCI CONCENIRATION 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 SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS. IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE 1N ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. MEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE 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 SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LAST 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 (1 50 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 SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LAST 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 CO2 BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANCED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LAD 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 HOES, CO2 REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SEC11ON 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER 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 WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL., MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. EL ASTO4IERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (57.) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST -22, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. BENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -22 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. IREN9 BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BEWW PIPE SPRINGUNE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRING NE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 10. 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 PONT OF THE PIPE. INITIAL DA "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. SULENT 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 ANO/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND CO PAS CT#ON. 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. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPAC11ON WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPAC11ON FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE UMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND 1N SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318--6(4), OR THE WATER EXFILTRA11ON TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPI AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLEO TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOW LINE. 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 PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD spEcinCA11ONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR 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 ENO OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HONES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUT71NG 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 IN 1 ` I 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 MALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLA11ON OF THE CASING AND INSTALLA11ON 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/O2 CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES 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 MALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 18. ADJUST SURVEY MONUMENT ENCASEMENTS 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. IIIIIIIIII N CREEK BEND DRIVE SEE SHEET,7 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 ,K,Kn �„s_'*\WYNNFIELD LAKES LANE FUTURE COMMERCIAL SITE WATESEE SHEET 7 FUTURE MULTI—FAMILY RESIDENTIAL WMWMNWMM "m BEARING DISTANCE T�. T �. ��. re +�� i i� mm .00.0mmmmummmm 25.05' C4J IN 88*59'36" W 42.75' L4 N 72'24!11* E p 3 _j INV. INV.18'D cO trn) M pm; M C W cn c I INV. 8"S 0; C> 0 W:: j C3 111 pr W_ 17 18 " 19 a a tc, OD 00 z 0; 0 1 21 0; 0: 22 ci °� ' i ` D cn z > 710 :�; . j ,c q U: a J+ W to _j V) 0; 0) 4 0 a 080 1 zz . (n < m+ cj cd 04 -t Z d 1'10�1 1* �.z n a) < Is# mm Vd* + + PIL 4 r- + F= 0 cS cs C4 Go 0 - --------- -mc C cun) z 0 0 P)MM 40 t o 0 + + r, _j �0,ui jr X V) W 0 - I 00 + 00 0< W _j V) W En I En z I191-� If-< -n: 1 I I RIC #: <zt-n: 0. is %_•co (I< MI<-: r m 0 :1q1:4:m11.1kj STA. 10+00.00 C.L. TO 20+94.40 C.L. SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL .0- 1001, 1000, c5 ;;P TURNAROUND C! cr EASEMENT PER tDOC.# 217115298 W 0) 0) vW ++ 40 a tel C14 a: (n cn 9+7510+00 12+00 13+00 15+00 i[Melf 19+00 J00 364 362 360 358 356 354 352 350 348 344 342 340 338 336 334 332 1 I# LINE TABLE LINE BEARING DISTANCE INSTALL 360. LF OF PVC SEM 0 0.25% L i ISTALL 360.00 LF OF P SEWER 0 0.25%1 IN ALL 379,40 LF 8' PVC SEWER 0.25% 25.05' L3 IN 88*59'36" W 42.75' L4 N 72'24!11* E 53.81' INV. INV.18'D V_ WD M C W cn c I INV. 8"S o 0 W:: 0 0 x . x - 0 cq co C5 a a tc, OD 00 0 W 3: cn Uj ci °� ' i ` D z > 710 :�; . j OD CC i Z• 0 z 10 W i zz . (n < m+ cj cd 04 -t Z d 1'10�1 1* �.z n a) 0M 0) 1_, En < W _j z W _j 04 Id- 0 - --------- -mc C W -J,* 0 P)MM 00 0 _j _j �0,ui jr X V) W 0 - z 00 0< W _j V) W to :2 z Z LU6 1p IN FALL RIC 0. is %_•co 2, 33Z 0 . 20CX1 6 AW f W W, >; >: W W Gi Li 4 + lot 14 LAJ 14 Li I V) V) V W W AQ- > Nz cf) c/) la W cSv'ri- * I — q: 75 >; W t— _j W W LL X 0.1 Ann1^%A1AATr -MIIII F_ 1WU11�11JAMPAII 111,AIL.V GRAE 0 CEN LINE CONSTRUCT PIPE SADD PER C.O.B. 1L INV.] PIPES WITH ClEARANCE TH 4 12*. LESS A 8"W ..... .......... INV. .1,1 M INV. INV. rS 8!S •rummommomm •"Womm"I MO "C — mom== L k7y INV. iO"ID ZIF;i z W 3: 00 INV. 8S o 0 OD 0 Pn v - >: 0c INV. 31rD z W z 3: 1 < _; >; >: 0 ZZI z W W .-J W _J _j < 20 W� (3 >: >;m z a < L6 00* to m 2.0 Z Z _j :3,6 CO W At to in _v) :2 U) 0) r- ir �; >; I p , W M 0-LL Uj d 4 oip (n (A W W 0 0 W cn z a IL LLJ Z z W cr_r'000w � t I I W- U4 W T- + it I &_ C/ r- cnww W INSTALL 42.75 % _20• •W LF OF W RGJ-R 0 INSTALL 53.81 LF 18" RG, -RCP 0 _j m W INSTALL 421.§4 LF OF W1 RGJ-R� 0 0.221 2. 0.191% 9+7510+00 12+00 13+00 15+00 i[Melf 19+00 J00 364 362 360 358 356 354 352 350 348 344 342 340 338 336 334 332 1 I# LINE TABLE LINE BEARING DISTANCE Li N O1W2e E 15.06 L2 IN 04*4132* E 25.05' L3 IN 88*59'36" W 42.75' L4 N 72'24!11* E 53.81' 358 358 1 356 :3 356 m < =A J04t 352 350 348 346 344 342 340 338 336 334 332 352 '550 348 346 344 342 340 338 336 334 119 SECTION � �3 SCALE: 1" = 50$ HORIZ. 1" - 5' VERT. LEGEND: LEGEND (CONI.J.- ABBREMATIQNS 51.9 FL/F.L.FLOWLIINE R/W RIGHT—OF—WAY TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE C.O.B. CITY OF BAKERFIELD SDMIH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK S CONSTRUCT SEWER PER C.O.B. STANDARD PA PROPERTY LINE FH'FIRE HYDRANT W_ PROPOSED WATER — SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT—OF—WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE S EXISTING SEWER IRR IRRIGATION STD. STANDARD W EXISTING WATER SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX — SEE CWS PLAN ____D EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE "A* EXISTING GATE VALVE —G— c3 ---G— EXISTING GAS PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY —SEE CWS PLAN JWASE LINE PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. PROPOSED 2* BLOWOFT 4> EASEMENT LEGEND Know what's below. (3) CONSTRUCT SEWER MANHOLE TYPE "As ASSEMBLY — SEE CWS PLAN SECTION LETTER Call before you dig. PER C.O.B. STANDARD DETAIL S-7. /—PIPE SIZE A SCALE: 1 50' CONSTRUCT SEWER CLEANOUT PER 8*S—UTILITY.- 00 C.O.B. STANDARD DETAIL S-20. W—WATER S—SEWER 2 50' 25' 50' 100' G EXISTING SEWER MANHOLE G—GAS D—DRAIN SHEET WHERE SECTION IS SHOWN 1 1 1. 2— 7 2 61 P h 1 —4 7W APF ROXIMATE 1 FINgHED ED GR GR 0 4PE PE INV. INV.18'D WD I INV. 8"S o ci C.4 00 W:: m3i: . x - 0 cq co v 0 z z > 710 :�; . Z© 0 Z 0 z Z 0 (n < m+ cj cd 04 -t Z d 1'10�1 1* �.z n a) 0M 0) 1_, En < t6 cq 06 + 0) <Z6 _j 04 Id- r- CQ W -J,* 0 P)MM < Q _j �0,ui jr X V) W 0 - . > - - . 0< W _j V) W to :2 cn c3 IN FALL RIC 1118rr". GJ -RCP OF -1 8�r7 GJ -R P 33Z 0 . 20CX1 352 '550 348 346 344 342 340 338 336 334 119 SECTION � �3 SCALE: 1" = 50$ HORIZ. 1" - 5' VERT. LEGEND: LEGEND (CONI.J.- ABBREMATIQNS 51.9 FL/F.L.FLOWLIINE R/W RIGHT—OF—WAY TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE CENTERLINE C.O.B. CITY OF BAKERFIELD SDMIH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK S CONSTRUCT SEWER PER C.O.B. STANDARD PA PROPERTY LINE FH'FIRE HYDRANT W_ PROPOSED WATER — SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT—OF—WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE S EXISTING SEWER IRR IRRIGATION STD. STANDARD W EXISTING WATER SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX — SEE CWS PLAN ____D EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE "A* EXISTING GATE VALVE —G— c3 ---G— EXISTING GAS PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY —SEE CWS PLAN JWASE LINE PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. PROPOSED 2* BLOWOFT 4> EASEMENT LEGEND Know what's below. (3) CONSTRUCT SEWER MANHOLE TYPE "As ASSEMBLY — SEE CWS PLAN SECTION LETTER Call before you dig. PER C.O.B. STANDARD DETAIL S-7. /—PIPE SIZE A SCALE: 1 50' CONSTRUCT SEWER CLEANOUT PER 8*S—UTILITY.- 00 C.O.B. STANDARD DETAIL S-20. W—WATER S—SEWER 2 50' 25' 50' 100' G EXISTING SEWER MANHOLE G—GAS D—DRAIN SHEET WHERE SECTION IS SHOWN 1 1 1. 2— 7 2 61 P h 1 —4 7W 1111111111 CREEK BEND DRIVE SEE SHEET 7 r� El N LINE TABLE LINE BEARING DISTANCE L1 N 57*28!39* E 49.18! 368 366 364 co Ld a a ci 00 362 4-1 2ZZLLJ360z358w-jcnWOX356 354 352 350 348 346 344 342 340 338 336 334 332 9+7510+00 STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1"= 5' VERTICAL 17+00 J00 366 364 362 360 358 356 354 35-22350 348 346 344 342 340 338 336 334 lz"zn 21+0021+25 LINE TABLE LINE BEARING DISTANCE ABBREVIATIONS FL/F.L FLOWLINE R/W INSTALL WO.OD LF Of W PVC SEWER 0 (1.25% 1 STAtl 360.00 LF OF 8" 4 SEWER 0 0.25% INSTALL, 365.00 LF OF PVC 9R0 �QL5�%z MANHOLE ELEV. ELEVA11ON SMH SEWER MANHOLE CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN D CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB EL/ELEV. ELEVA11ON S/W GRADE BREAK SIDEWALK S CONSTRUCT SEWER PER C.O.B. STANDARD PA PROPERTY UNE FH FIRE HYDRANT W— PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE —s— EXISTING SEWER IRR IRRIGATION SM. STANDARD cn bi 8 w -- EXISTING WATER SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN D EXISTING STORM DRAIN 03i:cow 0 STORM DRAIN MANHOLE TYPE *A's EXISTING GATE VALVE —G— G— — —G— EXISTING GAS 13- cq co J CATCH BASIN WITH 3.5 OPENING 0 W WASE LINE OD FIRE HYDRANT EASEMENT LEGEND 0 >02acn SEWER MANHOLE TYPE -A PER C.O.B. STANDARD DETAIL S-7. 00 OC I 1 1 (3>: W z /—PIPE SIZE AC.O.B. moo. ted' 2 Call before you dig. Lz> -j..Z cin 0 -1-0 Ln G EXISTING SEWER MANHOLE G -GAS D -DRAIN FL 31j- ted- - 1 - t6 C5 V� 1* It It V) Jv 0 m P h 1 0. q to U') n i < %- L4 I I 00 + W W WWW cn Wi(n U—ja W UJU + te T: A W W W W co U>j An > W L -j - W L•r i ( W 1A t? 1 APPROM" E-flNME)-- APPROXIMATE ISHED 4E ISHED 6 GRADE 0 C:NTERLINE API)ROXIMATE FINISHED sow ).B. �STD-, PER C.1 1B. STD. 9 AT LINE GRAD II 0 CEN LINE % GR )OE 0 CFJITERLINE (x I•-OCA*n)NSOF NNG NV. vj- �R INV. ANCE- [LESS 1 12' 8' "LESS A 4;; INV. 1 B*D INV: 1 .............. 0.94! ...... . .... to 0 INV. IrS •ei INV. rS C5tj W ;z 8'S WW z cn wINV. c PER C.O.B. S. D-9 A� -1 L6 to CONSTRU,%T PIPE S DLE tc a r 2 N 0 OD OD OD LOC) TIONS OF CROSSI 0 X OD OD to • W PER CA �-.D090 LOCATIM S OF CR AT m: z < PIP 3-1WTH-CLEARAN Z > 1 <0 LZ Z Z LESS THAN 21 X-C; _J >: W z z c; W - - z I 'ItING PIPES WITH CLEAR CE n W ca LESS THAN 12 z C Zu -) in -'-J cq < O c, c6 P-: c6 m 0+ r -z I< < U: W It m + (n CONTRACTOR TO HAVE A LICENSED SURVEYOR 7— VERIFY LOCATION & INVERT ELEVATION 0 >: WWW (no W W -W WW Li -1 -j < 0 W w1w 0 ZOLJ OF SEWER STUB PRIOR TO BACKFILL. INSTALL LF OF OV. 36' AIN 205.0 I -LE -DEA 0 RGJ=ft 110.1 1 - 17+00 J00 366 364 362 360 358 356 354 35-22350 348 346 344 342 340 338 336 334 lz"zn 21+0021+25 LINE TABLE LINE BEARING DISTANCE ABBREVIATIONS FL/F.L FLOWLINE R/W N 5T28'39" E 49.18 LEGEND: LEGEND (CONT.): ABBREVIATIONS FL/F.L FLOWLINE R/W RIGHT-OF-WAY TOP OF MANHOLE C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVA11ON SMH SEWER MANHOLE CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN D CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB EL/ELEV. ELEVA11ON S/W GRADE BREAK SIDEWALK S CONSTRUCT SEWER PER C.O.B. STANDARD PA PROPERTY UNE FH FIRE HYDRANT W— PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE —s— EXISTING SEWER IRR IRRIGATION SM. STANDARD w -- EXISTING WATER SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN D EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE *A's EXISTING GATE VALVE —G— G— — —G— EXISTING GAS PER C.O.B. STANDARD. )1( PRoposEDnRE HYDRANT CATCH BASIN WITH 3.5 OPENING ASSEMBLY -SEE CWS PLANUNLESS WASE LINE PER C.O.B. STANDARD DETAIL S -1Z OTHERWISE NOTED.EXISTING FIRE HYDRANT EASEMENT LEGEND PRSEDtCONSTRUCT SEWER MANHOLE TYPE -A PER C.O.B. STANDARD DETAIL S-7. ASSEE CWS PLANSECTION LETTER Know what's below. /—PIPE SIZE AC.O.B. 0 CONSTRUCT SEWER CLEANOUT PER STANDARD DETAIL S-20. 8*s —unuTy. 2 Call before you dig. W -WATER S -SEWER G EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN SCALE: 1 50' 50' 25' 0050' 1001.2-7261 P h 1 -4 GOSFORD ROAD PHASE I 0 2 16'W -SEE WATER PROPOSED 6` BLOCK PLANS WALL (SEE WALL CONSTRUCTION PLANS) cn cm R/W Lo C> EXI I R/W FL 00 59'36"W 1 1 11+00 pvc SE o S 5651- W • 2212S CREEK BEND DRIVE SEE SHEET 7 RE I ENTM BASN SEE SHEET 9 STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: 1" = 50HORIZONTAL 1" = 5' VFRTICAL 16 cc i 15 in e OF Ir I IVC SMt , L2 N 36"27$17* E INSTALL 400* LF OF to INST 326.72 OF Ir PVC SEWER 0 0.25 INSTALL 243.27 LF OF r PVC SEWER 0 1.00% cc_oj 0 co U-) WC C4 N 63007"32' W 62.91 zu cn cn Z 0 < 0 FL/F.L. FLOWLINE R/W RIGHT-OF-WAY 00 TOP Of MANHOLE PA .4-4 z En 0) ui 348 C.L. 00 MANHOLE 348 1) OF SEWER STUB PRIOR TO BACKFILL. cs QD ELEV. C.O.B. ELEVATION SMH CITY OF BAKERFIELD SDMH SEWER MANHOLE STORM DRAIN MANHOLE C4 ++ CENTERLINE u i a r eq IV 04 oN 3" T.O.M. TOP OF MANHOLE CB —0 CONSTRUCT STORM DRAIN PER C.O.B. STD. 5: W 342 INV. El._/U.Ev INVERT GB ELEVAnoN S/W J >: Z Z 16*W-SE: CONSTRUCT SEWER PER C.O.B. STANDARD --------- TO FIELD VERIFY HORIZONTAL LOCATION & WATE"4 to c� a • co 00 PLAN W_ PROPOSED WATER - SEE CWS PLAN w 0 _j P_ E.P. EDGE OF PAVEMENT D.W.S. _J. 0 V. : DEPTH OF EXISTING 10" SHELL OIL LINE C) EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY 0 z TRACT BOUNDARY & NOTIFY THE ENGINEER OF ANY PIPE C/G CURB & GUTTER CWS CITY WATER SERVICE to rl tr) EXISTING SEWER CONFLICT. 332 CREEK BEND DRIVE SEE SHEET 7 RE I ENTM BASN SEE SHEET 9 STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: 1" = 50HORIZONTAL 1" = 5' VFRTICAL 16 cc i 15 in e OF Ir I IVC SMt , L2 N 36"27$17* E INSTALL 400* LF OF 14 INST 326.72 OF Ir PVC SEWER 0 0.25 INSTALL 243.27 LF OF r PVC SEWER 0 1.00% cc_oj 0 co (n WC C4 N 63007"32' W 62.91 RYAN TIEDE (661) 391-5821 TO cn cn + N 79-37-15 W FL/F.L. FLOWLINE R/W RIGHT-OF-WAY TOP Of MANHOLE PA z En 0) ui 348 C.L. CENTERLINE M.H./MH MANHOLE 348 SHELL'S FACILITIES. OF SEWER STUB PRIOR TO BACKFILL. 346 MISTY WATER WAY SEE SHEET 9 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 48 HOURS PRIOR TO COMMENCEMENT LINE INSTAU. 222.28 IF OF Ir I IVC SMt 0 0.251, L2 N 36"27$17* E INSTALL 400* LF OF ir PVC 25% INST 326.72 OF Ir PVC SEWER 0 0.25 INSTALL 243.27 LF OF r PVC SEWER 0 1.00% *CONTRACTOR L4 N 72*24!11* E ABBREMATIONS L5 N 63007"32' W 62.91 RYAN TIEDE (661) 391-5821 TO N 41*35'17* E 56.05' TO HAVE A LICENSED SURVEYOR N 79-37-15 W FL/F.L. FLOWLINE R/W RIGHT-OF-WAY TOP Of MANHOLE ARRANGE FOR FIELD MARKINGS OF z En 0) ui 348 C.L. CENTERLINE M.H./MH MANHOLE 348 SHELL'S FACILITIES. OF SEWER STUB PRIOR TO BACKFILL. 346 ELEV. C.O.B. ELEVATION SMH CITY OF BAKERFIELD SDMH SEWER MANHOLE STORM DRAIN MANHOLE 346 CENTERLINE u i a r eq IV 04 3" T.O.M. TOP OF MANHOLE CB —0 CONSTRUCT STORM DRAIN PER C.O.B. STD. PRIOR TO CONSTRUCTION CONTRACTOR IS A 342 INV. El._/U.Ev INVERT GB ELEVAnoN S/W J >: Z Z s CONSTRUCT SEWER PER C.O.B. STANDARD --------- TO FIELD VERIFY HORIZONTAL LOCATION & 340 to c� a • co 00 FIRE HYDRANT W_ PROPOSED WATER - SEE CWS PLAN w 338 P_ E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE V. : DEPTH OF EXISTING 10" SHELL OIL LINE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY 0 z TRACT BOUNDARY & NOTIFY THE ENGINEER OF ANY PIPE C/G CURB & GUTTER CWS CITY WATER SERVICE to rl tr) EXISTING SEWER CONFLICT. 332 IRR IRRIGATION STD. LL z z (A (n W LAJ )I ui m 00 OD Lu =w ul z z w EXISTING WATER 0 d d Vt.•to x—a- z 180 SURVEY MONUMENT )q PROPOSED SEE CWS PLAN GATE VALVE & VALVE BOX - EXISTING STORM DRAIN b b N 326 Pr) ui a• I 00 cl-j Cc> -00 -a C:) 1>; AL. (D 00 00 EXISTING GAS w -i z AZ 322 0) PROPOSEDFIRE SCALE- 1 50' HORIZ. 1"=5' VERT. nor + vi vi (f) • z Z z uJ zqo zzz EXISTING FIRE HYDRANT f '0 < L'i > <4 woo BLOEASEMENT Lu _j IJ C14 v MM W) CONSTRUCT SEWER MANHOLE TYPE *As' PER C.O.B. STANDARD DETAIL S-7. C-0 cn Lo (f) b 00 Q_w C14 04 cr- >: 04 U-) 10 -c'j C-4 ej CONSTRUCT SEWER CLEANOUT PER /—PIPE SIZE 8*S lo - NZ& LA a V) w C.O.B. STANDARD DETAIL S-20. —UTILITY.- W -WATER S -SEWER 2 cr-.; cf. cn w -i w w W', (S CL :-�c z M _00— "It rt t6 t6 to LA- 06 0) n n w w < w w 61 w V) w wc+»V) SHEET WHERE SECTION IS SHOWN MN LLJ RGJ-RCP -0.67% 0 0.32% I N x cn w w Nef, ui w 71T± cnw A R IMATE FIN SHED GRADE Pp O� CENTER JNE Mitt EX. 10" OIL J 8"W INV. 8"W CONSI *T PIPE SADDLE IMP rn I D-- 4 \,INV. C( NSTRUCT PIPE SAD LE --AT Locam s OF CROSSING ................ 16mW PI R C.O.B. TD. D-9 AT PIPES Wl­H CLEARANCE ........... WI ca I Coe Pi IES WITH INV. 18% TWN-12.* `INV. 6"S LESS THAN . ...... NV. IrS 0-7 ••............ . ............... 0 z INV. 8"S ,aoILL 9 too a co V_ W V_ > ou Ics L V_ H LL jj MOR TO 110 FIELD Sm(:lli(Mwl FY ELl'VVAlnlOtN4 CL_ TR EXISTING < INV. llrD 2 WR b 1 cn 0 co zt-- W Z 0 MAIN AT TIE-IN TION 0) 04 0 -t- V_ (K) W t V_U4 fw — cli D NOTI THE EN NEER ANY DISI;REPANCIES w cn C5 Li o C/) X, %J 5; < zz> - o© W w CL >: zz — C6 + cn a 3t _j v- v- 00 It vt 0); .I > >; 3•X > - i cz n z >: < zz z < 3 >: v 0 b X) to D - - (D N + '* w cn W --i 3F w z w zz� w �l cn 0) Z lolo Z -to _0 0- w if to 0 < M 0 6- 0; ci o co m w w W Ll W j C-4 P 0) " 0:: L. -- cn cn INSTALL 42.75 >: > >: IN 11139 LF >: >; LF OF 18" INSTALL 53.81 Lj- 0-i L ww - wwuj -j-J OF 18- En w w En U 1: 0 0.71 Pol um w w INSTALL 360.m LF OF ir R' -RCP 0 .71%.58% 0 .50% toI I'lid 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 48 HOURS PRIOR TO COMMENCEMENT LINE BEARING LEGEND: Li LEGEND (CONT.): 15.42' L2 N 36"27$17* E OF CONSTRUCTION ACTIVITIES, CONTACT L3 N 88*59'36* W *CONTRACTOR L4 N 72*24!11* E ABBREMATIONS L5 N 63007"32' W 62.91 RYAN TIEDE (661) 391-5821 TO N 41*35'17* E 56.05' TO HAVE A LICENSED SURVEYOR N 79-37-15 W FL/F.L. FLOWLINE R/W RIGHT-OF-WAY TOP Of MANHOLE ARRANGE FOR FIELD MARKINGS OF VERIFY LOCATION & INVERT ELEVATION 348 C.L. CENTERLINE M.H./MH MANHOLE 348 SHELL'S FACILITIES. OF SEWER STUB PRIOR TO BACKFILL. 346 ELEV. C.O.B. ELEVATION SMH CITY OF BAKERFIELD SDMH SEWER MANHOLE STORM DRAIN MANHOLE 346 CENTERLINE 3" T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. PRIOR TO CONSTRUCTION CONTRACTOR IS A 342 INV. El._/U.Ev INVERT GB ELEVAnoN S/W GRADE BREAK SIDEWALK s CONSTRUCT SEWER PER C.O.B. STANDARD --------- TO FIELD VERIFY HORIZONTAL LOCATION & 340 PA PROPERTY LINE FH FIRE HYDRANT W_ PROPOSED WATER - SEE CWS PLAN 338 E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE V. : DEPTH OF EXISTING 10" SHELL OIL LINE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY 0 z TRACT BOUNDARY & NOTIFY THE ENGINEER OF ANY PIPE C/G CURB & GUTTER CWS CITY WATER SERVICE s__ EXISTING SEWER CONFLICT. 332 IRR IRRIGATION STD. STANDARD voi_j (A (n W _J 330 W ui (n 3: 6 ISTALL z 328 w EXISTING WATER 328 x—a- z 180 SURVEY MONUMENT )q PROPOSED SEE CWS PLAN GATE VALVE & VALVE BOX - EXISTING STORM DRAIN tn 00 v- 326 0 STORM DRAIN MANHOLE TYPE -A- EXISTING GATE VALVE —G— G— G— EXISTING GAS 322 , . J , >; 322 PER C.O.B. STANDARD. PROPOSEDFIRE SCALE- 1 50' HORIZ. 1"=5' VERT. nor CATCH BASIN WITH 15! OPENING HYDRANT ASSEMBLY --SEE CWS PLAN WASE LINE w > zqo PER C.O.B. STANDARD DETAIL S-lZ UNLESS OTHERWISE NOTED. EXISTING FIRE HYDRANT LEGND LL <4 woo BLOEASEMENT Lu _j IJ (n w INSTALL CONSTRUCT SEWER MANHOLE TYPE *As' PER C.O.B. STANDARD DETAIL S-7. ASIBLYt - SEE CWS PLAN SECTION LETTER ki w Gi CONSTRUCT SEWER CLEANOUT PER /—PIPE SIZE 8*S A 31.69 LF C.O.B. STANDARD DETAIL S-20. —UTILITY.- W -WATER S -SEWER 2 cr-.; 2j; OF 18" (S EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: THIS SECTION IS TO BE TRENCHED OR BORED AT CONTRACTOR/CITY ENGINEER DISCRE CONSTRUCT WITH PHASE 2 DEVELOPMENT STUB & PLUG WITH PHASE Z EXTEND WITH FUTURE DEVELOPMENT. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STUB PRIOR TO BACKFILL 368 366 364 362 360 358 356 354 35522 350 348 346 344 3Af) rx- 340 338 336 334 332 330 III, LINE TABLE LINE BEARING DISTANCE Li N 01'00`2e E 15.42' L2 N 36"27$17* E 32.02' L3 N 88*59'36* W 42.75' L4 N 72*24!11* E 53.81$ L5 N 63007"32' W 62.91 L6 N 41*35'17* E 56.05' L7 N 79-37-15 W 39.54! � �5 SCALE: 1" = 50' HORIZ. SCALE: 1 = 50' 50' 259 09 50' 100' 360 ui z 360 358 358 356 356 354 354 352 352 350 350 348 348 346 346 ATE 3" ADE 3" , 0 PIPE A 342 342 340 340 v I 338 J338 V. : 336 0 z A LO GOO 0 V_ 336 >: >: 00 334 INIIIIIII 334 332 0606 AMM + M n 332 330W voi_j (A (n W _J 330 W ui (n 3: 6 ISTALL z 328 3 .00 LF 328 x—a- z 180 z RR�RCP 0 tn 00 v- 326 — z �26 324 up+ 324 322 , . J , >; 322 rn Q+ SECTION SCALE- 1 50' HORIZ. 1"=5' VERT. � �5 SCALE: 1" = 50' HORIZ. SCALE: 1 = 50' 50' 259 09 50' 100' ui z o APPROXI ATE .FINISHED ADE , 0 PIPE v I INV. '18"D V. : 0 z 0 C.4 co 00 _j INIIIIIII c; * > zo ui (n 3: 6 z z w E u4qu x—a- z z 0 tn 00 v- 00 V_00 V_ — z V_ tqo un < up+ = z0 , . J , >; - rn Q+ rt) Lo (6 m z w > zqo > LL <4 woo to Lu _j IJ (n w INSTALL 6+ INSTAL- ki w Gi 15.00 LFL• 31.69 LF OF 18" cr-.; 2j; OF 18" RGJ-RCPLd LLJ RGJ-RCP -0.67% 0 0.32% � �5 SCALE: 1" = 50' HORIZ. SCALE: 1 = 50' 50' 259 09 50' 100' INIIIIIII RETENTION BASIN MISTY WATER WAY SEE SHEET 9 SEE SHEET 9 PHA�dE 3 8"W -SEE z WATER PLANS z A 8 N . . .. W Ui z PH. Ali WW 1-4 _j 1.-: off 20' 20' 11 -i IV - 8 "- X '8 04 8 _10Lj 30 _j . C-1 _j _j W ma8 z _j at ch _j 00 zoo 0i 0i C) 10) c; C> a ct 13 zz C5 0; 0; 0; 1 ,moo Ui z re) 0; 8 C9 'ro') zz: 0; C1 c; C> :3 rt W 0 1 2 3 z© c. C) 0 z 04 0++ 5 7 4 C> a W >; :'Z 1 1 0!:9 9 >: _j % I cn m V_ I I cs C3 � W ed cj lk Lq z8a t8i 3c " �- (3 1 0 MOOX10 11 12 o , W V_ 1 C3zig 00 i <� -R--* I c; W P 1 8 a C1 0) Iz L4 cl: to to 0) .4 bi cn cn cn I M Z88 bi (% moo cs z 0) 0) cl 8 40� 0 8 LLI + + 0j C; R LL. a (0 PA z c1c ur; -4 a .z <44 04 oo 9 ZR 0) �2 r- + < 18 Ul) + + + 8 c; (Z "i J C; cl rt + < ta- 0) OD + CO U: 04 r+, _j PA 00 A + Ili � � + + + It I _j + v- + O� I <: -� U to to I - Z + to + + + 15 71 W 00 cn I cn I I 0) 4* (n V_ (n cn cn cn 0- z 0 cn 6 i.:c I cn R/W % I I.- cn _mc: cn ir^ r^ --_w 1 2 1 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 WIND CAVE WAY SEE SHEET 8 STA. 10+00.00 C.L. TO 20+73.14 C.L. SCALE: 1" = 50HORIZONTAL 1" = 5' VERTICAL co Z TEMP TURNAROUND iUi EASEMENT PER wi_; DOC.# 217115300 1 ti 12+00 13+00 17+00 i i1 UNE TABLE LINE BEARING DISTANCE Li INSTAU. 324.15 LF OF r PVC SEWER 0 -0.21% 44.47' INSTALL .350,00 LF OF 8" PVC SEM 0 --0.25% C.L. CENTERLINE M.H./MH MANHOLE INSTALL 368.14 Ll' OF 8" PVC SEWER 0 0.25% 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. SM. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT W_ PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE wo) EX. RIGHT-OF-WAY 4,40 W W C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD S - EXISTING SEWER __W EXISTING WATER SURVEY MONUMENT H PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE "A 00 (9) G G —G— EXISTING GAS 00 00 _j PER C.O.B. STANDARD. W CATCH BASIN WITH 3.5' OPENING aIr PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN Z t: P_ PER C.O.B. STANDARD DETAIL S-12° UNLESS OTHERWISE NOTED. Z• EASEMENT LEGEND > Z> 6 PROPOSED 2' BLOWOFF 0 00 OD IIIIIIIIII 0 Z j 00 SECTION LETTER 00--. /—PIPE SIZE Off" 0 CONSTRUCT SEWER CLEANOUT PER z 11__2_ C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER < wd>: - Know what's below. 8 EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN cj 0 + 1q* before you dig. to + W _j 0 zzz i I W I I 0 pr) MOM n te) 3: C*4 04 OD 0) 1. 00 W LAJ > L4 + W (1) V) W Uj (n W W W CL '*4 Aj W W f-) W lzr 1b A. oer 14 F 0 4- k rjL —C 1 C )NSTRUCT PIPE SA P :R C.O.B. STD. D-9 AT APF ROXIMATE FINISHED I L OCATIONS OF CROSSING • GR) DE 0 TERLINE a PIPES WIT i CLEAR 4CE ......... woowwow� I — !A Ll THAN 12" INV?., 8 wo �Iv. 8"S w0w.0ol A IN$S "S own __wwww INV. lErD mawwwwam., mommawwwo, \,INV. 8" S 04 mom"A 00 1; 3; i.3t OD INV 18rD Li INV. 24'Dc; 2eD z W amo z iz > W z W C3 Z L4v,: L_ Z Uj 0 AJ (A z 0 W c) W 3 0 16 W 0 _1 t6< CO(X) 00 0 z U) OD m _j - 6 U! tA- + v- v- CNI _j 0) tq zzz Z < 6 z z ZZ ZO' 0 O) < m CS Lq x md -r z 18. -n- 10 - R L6 c� 0 13 z m d z Z C) U) to U-) 0) 0) LO C! 0+0 m c*4 to + LL'0 in n 't n 23� 0 te) M m . >;; * I (--4j M cr_ f) n " . ::,: ::,; > 0: > L4 W LL _12 V) VA WLJ 'v .38 LF 0 F AJ cn cn Uj INS 280.00 LF OF 21"RU 00.12% W -i Lai -An UlAa W INSTALL cn (n i W W IMITM L 150.00 -LF OF 1 f,"GJ-R(,? i 0 180 RGJ-RCP — 0- ".7%- fill low I I 280.00 LF I OF 247 �R 0 1 i J. ------- 1 ti 12+00 13+00 17+00 i i1 UNE TABLE LINE BEARING DISTANCE Li N 68'12'55' E 44.47' LEGEND:- LEGEND (CONT. AJWREVIATIONS Tom. FL/F.L.FLOWLINE R/W RIGHT-OF-WAY 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. SM. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT W_ PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD S - EXISTING SEWER __W EXISTING WATER SURVEY MONUMENT H PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE "A m EXISTING GATE VALVE G G —G— EXISTING GAS PER C.O.B. STANDARD. W CATCH BASIN WITH 3.5' OPENING aIr PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN MASE LINE PER C.O.B. STANDARD DETAIL S-12° UNLESS OTHERWISE NOTED. EXISTING FIRE HYDRANT EASEMENT LEGEND 6 PROPOSED 2' BLOWOFF IIIIIIIIII 19 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STANDARD DETAIL S-7. ASSEMBLY - SEE CWS PLAN SECTION LETTER /—PIPE SIZE 0 CONSTRUCT SEWER CLEANOUT PER 8"S —UTILITY: 11__2_ C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER Know what's below. 8 EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN Call before you dig. SCALE: 1 It = 50' 50' 25' 00 50' 100' IIIIIIIIII W I O < WW W W cn CANYON TRAIL AVENUE SEE SHEET 5 1 1 _W1 4- �45) 13+00 14+00 FL/F.L ABBREV ATIONS FLOWUNE R/W RMT -OF -WAY INSTALL 290.00 OF 8- VC 0.2586 INST�� 270.0011 LF OF 8-1 PVC M 0 0.26% �R CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE : CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. �R9 CATCH BASIN 0 C z W GRADE BREAK 00 1%.0 co 0) SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT C U -co -Go EDGE OF PAVEMENT D.W.S. CANYON TRAIL AVENUE SEE SHEET 5 EXISTING XRW 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 W W- W BRISTOL SPRING AVENUE SEE SHEET 4 STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50HORIZONTAL 1" = 5' VERTICAL fflo L 11+00 LEGEND: 13+00 14+00 FL/F.L ABBREV ATIONS FLOWUNE R/W RMT -OF -WAY INSTALL 290.00 OF 8- VC 0.2586 INST�� 270.0011 LF OF 8-1 PVC M 0 0.26% �R CENTERUNE 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 0 C z W GRADE BREAK 0 W z cn 0) SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT C U -co -Go EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE 0) W (1) EXISTING XRW EX. RIGHT-OF-WAY C/G CURB & GUTTER CWS 00 C5z 00 00 00 00 SURVEY MONUMENT PROPOSED GATE VALVE & VALVE z • STORM DRAIN MANHOLE TYPE *A* EXISTING GATE VALVE PER C.O.B. STANDARD. WC 0 zzz W 0, zzz �jl - PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT x Z 0 0 0 r1e) C-4 04 3: Z 0-cj U6 . 0 0 -c-4 -cs 00 r - PER C.O.B. STANDARD DETAIL S-7. MMM ::s OR *MMM 16 —UIILJTY-. CI t W --WATER S -SEWER 0 EXISTING SEWER MANHOLE W- 04 te) n +M to n m W >: v- >: c; Z Z LLI QWWW • cl , 0 to Lai ff) Vi W W LLJ cncn WWW (n W 00 to to M 0 I N:S!'C 1 OF 30` \APPROXI ATE FINISiED 00. OXI" • GRADE CENTERUI IE O I I CONSTRUCT PIPE SADDLE PER C.O.B. SID. D-9 AT LOCATIONS INV. j OF CROSSING PIPES WITH 80W CLEARANCE LESS THAN 12* J1.1 .......... I Jill IINV. 8'SINV. 8*S 00 ei F W -DI INV. 36'DINV. v- Z INV. 36*1) z ZO W (n c0i z 0 0 z cn z C W cn c -4— !9 W 0 W W-zj V W --j Le ce% ft -n 000 0 W W- -i >; Z z < z <cj z 7 Z cp z < > z ZZ J ? z rC c; :3 0 '0 U! to 0 zo 10 LO 0 z :R r� 4 z r- c! < • c 0 00 it OR 0! P5 00 < eS ime. C00) 0) q , cn to M 0 It STALL 42.75 0 n -4-j • >; INSTALL 69.61 LF m .; >: >: OF 31 5" '5 W W > W> W Uj D �t tj OF .36* RGJ-RCP M 14" �.LF . -I j RGJ-RCP 0 cn cn W W (n WW 0(n W 0 0[80% u)(n t W 0.89% INSTALL 517.25 LF OF 36* RQJ-RCP . ... ... ... .... -.- .. I I I - -- J I -- 11+00 LEGEND: 13+00 14+00 FL/F.L ABBREV ATIONS FLOWUNE R/W RMT -OF -WAY C.L CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD SURVEY MONUMENT PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE *A* EXISTING GATE VALVE PER C.O.B. STANDARD. PROPOSED ARE HYDRANT our CATCH BASIN WITH 3.5' OPENING ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT UNLESS OTHERWISE I NOTED. PROPOSED 2� BLOWOFF ID CONSTRUCT SEWER MANHOLE TYPE '$A* ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-7. CONSTRUCT SEWER CLEANOUT PER/—PIPE SIZE 8 Z LL r 2 A C.O.B. STANDARD DETAIL S-20. —UIILJTY-. CI t W --WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN 12+00 13+00 14+00 LEGEND {CONT..- DISTANCE Li N 01'00'24" E TOP OF MANHOLE L2 CENTERUNE 2.5.42# CONSTRUCT STORM DRAIN PER C.O.B. STD. • S CONSTRUCT SEWER PER C.O.B. STANDARD W PROPOSED WATER - SEE CWS PLAN TRACT BOUNDARY -S EXISTING SEWER W EXISTING WATER D EXISTING STORM DRAIN G G G EXISTING GAS mown" WASE UNE 4> EASEMENT LEGEND —SECTION LETTER A 2 SHEET WHERE SECTION IS SHOW 36Q 366 366 363, 360 35 3514 35 35, 35 340 340 344, 3 41 21 3461 338 336 0 11 UNE TABLE UNE BEARING DISTANCE Li N 01'00'24" E 69.49' L2 N 88*59'36* W 2.5.42# L3 N 01 *00'24- E 42.75' 1 %JW UV hic %JUV oz a 10 358 W 358 W - 1W 356 356 354 rz 354 352 352 APPROXIMATE nNISHED GRADE 0 PIPE 350 350 348 348 INV. 346 18'D 346 344 344 342 342 0 q W 340 3410 - cid >: INV. IrS e; ct: 338 > 338 to Z c z 3:: cn 05 r, C4 W (000(o M; 2^ - td% 336 CC) + ;;F -- 336 0 z >; >; zzz 334 Z I* b* 334 0 W < CA N M 04, 0; 06 0; n r9 332 ri Ili 332 INSTALL 25.00 11 >: >; 330 -- -M-11r- ;�� 3-3-0 RGJ-RCF 100,20% 328 1 328 �c SECTION 7� SCALE: 1 50' HORIZ. 1 5' VERT. STA. 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 cn (A lkvv I IINIIIIII API IROXIMATE FINISHED GR E 0 CENTERUNE W ................ r 7] M • INV. 3O'D Z LL r 2 A CI t t6 OL 00 I >: c; Z Z • cl , 0 to a.+ at 00 to to M I N:S!'C 1 OF 30` RGJ-RCP 00. OXI" O STA. 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 cn (A *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 50$ 50' 25' 09 50' 100' I 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 Know what's below.. Call before you dig. lkvv I IINIIIIII API IROXIMATE FINISHED GR E 0 CENTERUNE W ................ r 7] M • INV. 3O'D Z LL r 2 A CI t t6 OL 00 I >: c; Z Z • cl , 0 to a.+ at 00 to to M I N:S!'C 1 OF 30` RGJ-RCP 00. OXI" *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 50$ 50' 25' 09 50' 100' I 358 356 354 352 350 348 346 344 342 340 338 336 334 12+00 Know what's below.. Call before you dig. IINIIIIII CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 5 SEE SHEET 4 5' 5'I cn 20' --'20' j -1 eW-SEE ----20,- --120'- p 30, io—, 00 WATER PLANS tn 25 {{ t W 6 '' W 24 c5ij RFK 6 F C1 39 Ui z z 31: C4 son Ui 1(0 Z 8 C1 �5 1 6 zk 0 . . , 7�' >: cr. Q + < > W cno 8 C14 cq wV C> Ui 24 C> 5' 2 0 T 5 co W - Tr 7 23 7 ig ct + 1A: Q (L ca + 9 n FUTURE R/W cn cn cn < < L 18*D � - I FL R/W T m+ 6(nza 356 354 352 350 348 346 344 342 340 338 336 334 - IrWSEE —' -'- WATER PLANS -30 30 5 oil ' to CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 5 SEE SHEET 4 EAGLE PASS WAY ' STA. 10+00.00 C.L. TO 12+80.0; C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL + T 00 23 ABBREMATIONS FLOWLINE R/W RIGHT-OF-WAY �0 cn CENTERLINE M.H./MH MANHOLE ELEV. I + Ti APPROXI M ATE FINISI IED Wm CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB GRADE 9 JI INVERT GB GRADE BREAK EL/ELEV. 00 SIDEWALK cj ci 8ow-SE ISO—, E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE 8 8 WATER PLANS 30' C/G 0) CITY WATER SERVICE cs Ui co C's 20Z�� t •.' STANDARD 9 SURVEY MONUMENT + + N to 10 30 20' 22 STORM DRAIN MANHOLE TYPE "A* EXISTING GATE VALVE 02 N 00 V -- PER C.O.B. STANDARD. INV. Mir ')n PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN (n cn 356 354 352 350 348 346 344 342 340 338 336 334 - IrWSEE —' -'- WATER PLANS -30 30 5 oil ' to CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 5 SEE SHEET 4 EAGLE PASS WAY ' STA. 10+00.00 C.L. TO 12+80.0; C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 10+00 11+00 12+00 LEGEND: LINE FL/F.L. ABBREMATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH APPROXI M ATE FINISI IED C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB GRADE 9 INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION SM. STANDARD SURVEY MONUMENT PROPOSED GATE VALVE & VALVE -j 0 BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE "A* EXISTING GATE VALVE 02 N 00 V -- PER C.O.B. STANDARD. INV. Mir CATCH BASIN WITH 3S OPENING PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. 18-W IS CONSTRUCT SEWER MANHOLE TYPE *9 ASSEMBLY - SEE CWS PLAN z PER C.O.B. STANDARD DETAIL S-7. Z 0 CONSTRUCT SEWER CLEANOUT PER /—PIPE SIZE z — C.O.B. STANDARD DETAIL S-20. 8's —UlTUTY.. INV. 18-V T7 W -WATER S -SEWER (3 INV. 1WD R5 to cli M Z C*4 OTA r' 1111 07E 1 INV. IrS INV. 8*S L=L' 0* Z :j 0 La z Z LLJ C� O M z V) '4 if it oK) >; L Lq din W 01 -10 ell a COco 00 1 LU -� -i -fr I - T- 0 L4 z Zz z -00— 25 00 LF (n u) W w ED — INV. 5 z W INSTALL 15.00 LF z z z z i2b e-; --0--18" RG Z 0 u-) tc) C) -1 W (0 C V-- Z tn r-tt) 74 �0 1 m (- n a a * OD '* % -4 m 0 W00 z to CO W z3-� Z W U) INV. C4 < W z m 'W W ci , a a 2 LN Lij CL W IN < -•Ow STA.L25.00.11F d zad A z z C3 -A > Lq z Uj W i Idol �- cn -W A cn 1LJ -" W Uj a. INSTALL 27O.M OF 11871 RGJ-RCI.) 0 0.11 V1 V1 Uj LLJ vU-1a.t%%7v-n%0- 0.20% 0.20% in in b 0) tam) 0 fL?"5 z < - 10+00 11+00 12+00 LEGEND: LINE FL/F.L. ABBREMATIONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION SM. STANDARD SURVEY MONUMENT PROPOSED GATE VALVE & VALVE -j 0 BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE "A* EXISTING GATE VALVE 02 N 00 V -- PER C.O.B. STANDARD. Mir CATCH BASIN WITH 3S OPENING PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL S -1Z EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. PROPOSED 2* BLOWOFF IS CONSTRUCT SEWER MANHOLE TYPE *9 ASSEMBLY - SEE CWS PLAN z PER C.O.B. STANDARD DETAIL S-7. Z 0 CONSTRUCT SEWER CLEANOUT PER /—PIPE SIZE z — C.O.B. STANDARD DETAIL S-20. 8's —UlTUTY.. T7 W -WATER S -SEWER (3 EXISTING SEWER MANHOLE G --GAS D -DRAIN 13+00 356 354 352 350 348 346 344 342 3410- 338 336 %;%;gt 13+75 UNE TABLE LINE BEARING DISTANCE Li N 01 *00'24! E 25.42! L2 N 88*59'36* W 25.42' L3 N 88*59'36" W 15.42' L4 N 01 W24! E 52.75' L5 N 01'(X}'24" E 15.00' N 01'x'24" E 57.40' FUTURER/W < 356 In 356 Io(/) m L J ti 354 5 7) 354 - %;U/- 350 348 346 344 342 340 338 336 334 332 330 %Aji- 350 348 346 344 34122 340 338 336 334 332 330 SECTION � �8 SCALE: 1 50' HORIZ 1 5' VERT. LEGEND (CONT.): TOP OF MANHOLE CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER C.O.B. STANDARD W— PROPOSED WATER - SEE CWS PLAN TRACT BOUNDARY s EXISTING SEWER, W EXISTING WATER D EXISTING STORM DRAIN EXISTING GAS MASE LINE 4 EASEMENT LEGEND SECTION LETTER A 2 SHEET WERE SECTION IS SHOW FUTURE PA 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 8"W -SEE WATER PLANS R/W STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I OE- APIX(IMATE -JNSTAU -UnW 6- PD SEWER 2 1.00% mt2 GRAD�' 0 Pi :2 S -T j tINV. L COC 1 1%1 cow D 18"D E -j 0 \.-INV. 18"D I L ON! 02 N 00 V -- c; m z v- o cn uwj z to C5 z z U) 0,0 0 C-4 C4 z . z - Z C-4 -00 > > > z — C14 r - N T7 m+ M Z C*4 OTA mi a 0 - . R •U') 01. U) in + lot L W din W 0 _3 W IIIIIIIIII IN TALL 0 re) cn 25 00 LF (n u) W w ED — INV. z W INSTALL 15.00 LF z z :) V1 --0--18" RG J -RCP OF 18" RGJ-RCP -1 W (0 C V-- 010.11% -, 1 60-1112 1-i to a a * OD '* % -4 m 0 W00 z 0 %Aji- 350 348 346 344 34122 340 338 336 334 332 330 SECTION � �8 SCALE: 1 50' HORIZ 1 5' VERT. LEGEND (CONT.): TOP OF MANHOLE CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER C.O.B. STANDARD W— PROPOSED WATER - SEE CWS PLAN TRACT BOUNDARY s EXISTING SEWER, W EXISTING WATER D EXISTING STORM DRAIN EXISTING GAS MASE LINE 4 EASEMENT LEGEND SECTION LETTER A 2 SHEET WERE SECTION IS SHOW FUTURE PA 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 8"W -SEE WATER PLANS R/W STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUCTION NOTES. - (D CONSTRUCT WITH PHASE 2 Imliff ffilmork %J;jo 354 352 350 348 346 344 342 340 3-3-8 336 334 332 3-3-0 328 17+00 WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 I OE- -JNSTAU -UnW 6- PD SEWER 2 1.00% :2 COC 1 1%1 cow D E F. Z 0 -ck N Z 2: I L Ld to te) K Ld LL 18*D T7 APPROXIM mi a 0 L 187D T2- IIIIIIIIII z re) cn 24"D c; — INV. z W z z :) V1 W 3: Z 04 24oD %- -1 W (0 C V-- 04 Uj -J 1-i to a a * OD '* % -4 m 0 W00 z 0 W z3-� Z W U) INV. C4 ©cn z C" W ci , a a 2 (n A z z Z c .4 -j z Uj Idol m a. 00 C 0 F ei z t6 N in in b 0) tam) 0 fL?"5 z < - zzz 0 I -- W z 0+ � it J. >; INSTALL z to rt) 'ir) '00 0 1* C63 0 m > UJ 0 tq 0)to z < 1mr , C4 (d C51 LF OF 18' RGJ-R 'As 0 17% cn -j (A Uj WWW _j _3 -i Lj mv- -T- U) N to to n F INSTA 1 cn (n U UJ W W m j >; 5 15.21 LF ¢ w w III nr 1 %to INSTAL 92.25 2e -INSTALL OF 24" -52_7" RGJ-RCF (n (n 'd w W Uj RCP RGJ,-RCP 0 0.20% 0-+0.11% 1 0 0.1 x CONSTRUCTION NOTES. - (D CONSTRUCT WITH PHASE 2 Imliff ffilmork %J;jo 354 352 350 348 346 344 342 340 3-3-8 336 334 332 3-3-0 328 17+00 WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 50' 50" 25' CIS 50' 100, 368 366 364 362 360 358 356 354 352 350 348 346 344 34122 340 338 336 334 332 330 19;t 16+75 Know what's below. C1II before you dig., I OE- -JNSTAU -UnW 6- PD SEWER 2 1.00% :2 COC D F. Z 0 -ck N Z 2: Ld to te) K Ld LL T7 APPROXIM mi a 0 187D IIIIIIIIII z a 00 > z (0 C V-- W 0 ZCD m 00 z cd 4 W U) INV. C4 ©cn M C" 0 z t6 U -jj 05 z < z z W c .4 -j LLJ 1 z Z I :;z 1zx U '0 ca L f4) rnn F- 64 + cy) te) � it J. >; INSTALL to rt) 0 IF Or w w 24' R -RCP U4 UJ cn I T 145.00 LF OF 18' RGJ-R 'As 0 17% 0cn W CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 50' 50" 25' CIS 50' 100, 368 366 364 362 360 358 356 354 352 350 348 346 344 34122 340 338 336 334 332 330 19;t 16+75 Know what's below. C1II before you dig., IIIIIIIIII 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 lzlzn LINDEN TREE AVENUE SEE SHEET 6 c LINDEN TREE AVENUE SEE SHEET 6 r % ro Z&I�TY WWW ATER WAY STA. 10+25.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50HORIZONTAL 1" = 5' VERTICAL CANYON TRAIL AVENUE SEE SHEET 5 I WI t CANYON TRAIL AVENUE SEE SHEET 5 9+50 10+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 lzlzn 13+00 13+50 UNE TABLE UNE 11 ISTALL 2 .91 IF Of ar PVI,6%0 100.25% Li -0 1 1 1 L2 N 00'50'36" E 0 L3 N 88*59'36" W 12.87' L4 F: -1 21.21' 1 — I 4-- _: I _j I — J z 3t LLJ --------- Uj 0 0 0 L6 1�1 a a OD 00 _j 0 6 OD V_ 0 , 00 v- cn < C> ku6i 1 0 6 co 00 0 >: > : z < - ",r — z LO U z z — — 2 (05 z W j . z— z — _j 6. t_ OD < Q Z C! to OR 0) zc u6i W 0 • 0 _j• O_ z < 0 to Uj ct oi < 1* m C6 It C) + 24- vi-Ui LO + n re) 0 n 14) 8 • L,_ ®r 12' < Ld L J LLJ L4 LAJ t1i Uj _j (f) LUAJ Vn) jAj _J _j J W 0 LS. W W0 U) LAJ -I- I W LLJ t J f r I PPROXIMA TE FINISHED GRADE 0 CENTERUNiE eCw -- - --------------- V. 8*S IN )TALL 44 38 vj X OF 180 F GJ—RCP 0 0.47% 9+50 10+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 lzlzn 13+00 13+50 UNE TABLE UNE BEARING DISTANCE Li S 43*24!26" E 20.00' L2 N 00'50'36" E 11.26' L3 N 88*59'36" W 12.87' L4 N 44.00'13" W 21.21' L5 N 45*48'11* E 20.60' L6 N 44*11'49" W 21.29' CONTRACTOR TO HAVE A LICENSED SURVEYOR 1 VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. ................. H I V DESIGN WATER SURFACE N89V5'46*W 153-25' 10'x10' D50 RIPRAP AT 18" DEPTH 111 iil Ism]:49:4al I VOLUME REQ'D-. 6.14 AC. FT. VOLUME PROVIDED.- 6.15 AC. FT. D.W.S.: 348.50 BOTTOM ELEV.: 338.50 10'x10' D50 RIPRAP AT 18" DEPTH N89`O1`04?'W 104.74' L3 C4 co C1 C1 ;z 2:1 4U r18 a6 12 L3 04 Z 9 RETENTION BASIN DETAILP SCALE.- 1 = 20' 1 LEGEND: LEGEND (CONT.): RETENTION BASIN NOTES: ABBREVIATIONS P51 9 To.m. CONSTRUCT RETENTION BASIN (SUMP) FL/F.L FLOWIJNE R/W RIGHT -Of -WAY 3 TOP OF MANHOLE C.L. CENTERUNE M.H./MH MANHOLE PER CITY OF BAKERSFIELD STANDARDS ELEV. ELEVATION SMH SEWER MANHOLE — CENTERUNE D -11t D -12t & D-13. C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN D CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT W_ PROPOSED WATER — SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT—OF—WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE S EXISTING SEWER IRR IRRIGATION SM. STANDARD —W EXISTING WATER SURVEY MONUMENT )4 PROPOSED GATE VALVE & VALVE __D EXISTING STORM DRAIN BOX — SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE #A* p EXISTING GATE VALVE EXISTING GAS PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT 0 CATCH BASIN WITH 3.5 OPENING &ASE UNE ASSEMBLY —SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, \e EXISTING FIRE HYDRANT EASEMENT LEGEND UNLESS OTHERWISE NOTED. 6 PROPOSED 2� BLOWOFF CONSTRUCT SEWER MANHOLE TYPE ASSEMBLY — SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. —PIPE SIZE Know what's below. / 0 CONSTRUCT SEWER CLEANOUT PER 80S —UlIUTY-. _rA Call before you dig. C.O.B. STANDARD DETAIL S-20. W—WATER S—SEWER W_ G EXISTING SEWER MANHOLE G—GAS D—DRAIN SHEET WHERE SECTION IS SHOWN WL-41 F= J _j Z 6 co W LO LO z 8 ®r 12' cot 0 2:1 f eCw H I V DESIGN WATER SURFACE N89V5'46*W 153-25' 10'x10' D50 RIPRAP AT 18" DEPTH 111 iil Ism]:49:4al I VOLUME REQ'D-. 6.14 AC. FT. VOLUME PROVIDED.- 6.15 AC. FT. D.W.S.: 348.50 BOTTOM ELEV.: 338.50 10'x10' D50 RIPRAP AT 18" DEPTH N89`O1`04?'W 104.74' L3 C4 co C1 C1 ;z 2:1 4U r18 a6 12 L3 04 Z 9 RETENTION BASIN DETAILP SCALE.- 1 = 20' 1 LEGEND: LEGEND (CONT.): RETENTION BASIN NOTES: ABBREVIATIONS P51 9 To.m. CONSTRUCT RETENTION BASIN (SUMP) FL/F.L FLOWIJNE R/W RIGHT -Of -WAY 3 TOP OF MANHOLE C.L. CENTERUNE M.H./MH MANHOLE PER CITY OF BAKERSFIELD STANDARDS ELEV. ELEVATION SMH SEWER MANHOLE — CENTERUNE D -11t D -12t & D-13. C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN D CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PA PROPERTY UNE FH FIRE HYDRANT W_ PROPOSED WATER — SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT—OF—WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE S EXISTING SEWER IRR IRRIGATION SM. STANDARD —W EXISTING WATER SURVEY MONUMENT )4 PROPOSED GATE VALVE & VALVE __D EXISTING STORM DRAIN BOX — SEE CWS PLAN 0 STORM DRAIN MANHOLE TYPE #A* p EXISTING GATE VALVE EXISTING GAS PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT 0 CATCH BASIN WITH 3.5 OPENING &ASE UNE ASSEMBLY —SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, \e EXISTING FIRE HYDRANT EASEMENT LEGEND UNLESS OTHERWISE NOTED. 6 PROPOSED 2� BLOWOFF CONSTRUCT SEWER MANHOLE TYPE ASSEMBLY — SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. —PIPE SIZE Know what's below. / 0 CONSTRUCT SEWER CLEANOUT PER 80S —UlIUTY-. _rA Call before you dig. C.O.B. STANDARD DETAIL S-20. W—WATER S—SEWER W_ G EXISTING SEWER MANHOLE G—GAS D—DRAIN SHEET WHERE SECTION IS SHOWN WL-41