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HomeMy WebLinkAbout1.2-7261 Ph 1 Record DrawingPACHEICO ROAD 1'4 [20l.� 1FAIREW ABBREVIATIONS ROAD TOTAL FL/F.L 21 SI TE PANAMA LAN IF 24 351 TOP O' MANHOLE CL BERSHIR �0 24" STORM DRAIN ELEV. ELEVATION SMH 29 McCUTCHEN 28 ROAD ¢ 0 26 a OSKING 25 0 0 33 34 35 36 37 GRADE BREAK T a./'ELEV. McKEE HWY. PUd�Pk ROAD ORRRbiFFIRRLD IIID_ 1051 .5 114 < �- 1 —" w PROPOSED WATER - SEE CWS PLAN CENTER 1 a (�CURRNOW8 DESIGN WATER SURFACE CATCH BASINS EX./EXIST. EXISTING XRW 2 TRACT BOUNDARY C/G 10 y 11f12yF (L MULTIPLE UTILITY I TRENCH * 4.5' MIN. TO 7' MAX. VICINITY MAP NO SCALE ' AN 'S' INTO CURB FACE EACH SEWER LATERAL PLL SEWER MAIN HrL STREET 5' T;5 Z WATERLINE STREET -Y' 3 1MIN iR MIN. ' 4' SEWER LATERAL ON DEEP SEWER, SLOPE LATERALS / \ "� ' SET LATERAL PROVIDING PROPER TO LOT LINE 50 THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE 23' MIN. TO 60' MAX 6' OR B° SEVER MAN 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. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA I FUTURE COMMERCIALSITE- n FUTURE MULTI -FAMILY LOT -� O W - ° IT 213 ,4 ,5 ,7 1 6 �9 20 21 22 23 24 25 I SEWER AND STORM DRAIN PLANS 9 s 3 FOR8 / 40 39 38 37 36 35 34 33 32 31;1 30 29 28 27 26 1 TRACT 7261 7 PHASE 1 r. . tee. ...... 6 Y' 1 r1 2 3 4 5 6 7 8 9 10 11 12 13 14 15� 5 PHA�2 ° `- PHASE 1 TO 4 4 � -eP/5 I�UE ,. �- -- , -�_/ 3 7 29 28 27 26 25 23 22 21 20 19 18 1] 16 1 41 42 jW; 4 5 6 7 8 9 10 113 ` a 12 i F- ® 44 ® 22 21 20 19 RETENTION 18 17 15 14 13 F 9 1 � BASIN� ,_ El1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 PHASE 4 © I f£A UE ® 27 26 25 24 23 11 21 20 19 18 17 16 15 H� Ih P/ASE 5 J i I �-- 1 j 4.5' MIN. 'K TO 7' MAX. SURFACE MARKER FOR LATERALS PER C.O.B. STD. S-1 LEGEND: UNIT LEGEND (CONT.): PHASE ABBREVIATIONS PHASE4 TOTAL FL/F.L R.OWLINE R/W RIGHT-OF-WAY 351 TOP O' MANHOLE CL CENTERUNE M.H./MH MANHOLE 24" STORM DRAIN ELEV. ELEVATION SMH SEWER MANHOLE - — - - CENTERUNE C.O.B. CITY OF BAKERRELD SDMH STORM DRAIN MANHOLE LF T.O.M. TOP OF MANHOLE CB CATCH BASIN --- CONSTRUCT STORM DRAIN PER C.03. STD. INV. INVERT GB GRADE BREAK _.—s— CONSTRUCT SEWER PER C.O.B. STANDARD a./'ELEV. ELEVATION S/W SIDEWALK 1051 PA PROPERTY UNE FH FIRE HYDRANT —" w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE CATCH BASINS EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE ._ -- s EXISTING SEWER IRR IRRIGATION STD. STANDARD - 2 SEWER IMPROVEMENTS — -, ---- EXISTING WATER Q SURVEY MONUMENT :N PROPOSED GATE VALVE BOX - SEE OWS PIAN &VALVE __.._.__-_.. _. ____---_p-- EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE TYPE 'A' N EXISTING GATE VALVE -_ -_ - v- - __ c -.. -_. __ EXISTING GAS 2158 PER C.O.S. STANDARD. 609 1187 5004 CATCH BASIN WITH 3.5' OPENING PROPOSED flREEEE CWS PLAN J;HASE UNE 1020 PER C.O.B. STANDARD DETAIL S-12, `0' EXISTING FIRE HYDRANT EASEMENT LEGEND STANDARD MANHOLES UNLESS OTHERWISE NOTED.O $ PROPOSED 2' 2 ® CONSTRUCT SEWER MANHOLE TYPE °A' EECWBLOWOFF GUE ASSEMBLY - CWS PLAN SECTION LETTER EA. PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE - 2 4 �- 0 SEWER CLEANOUT PER C.O.B. 8"S —UTILITY: - G0.8. STANDARD DETAIL 5-20. STA W -WATER S -SENIOR 2 '`S�) EXISTING SEVER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN Y MAP CALQX DENOTES SHEET NUMBER NOTE: TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER DOC # 217174003 SUMMARY OFIMPROVEMENTS STORM DRAIN IMPROVEMENTS UNIT PHASE PHASE PHASE PHASE4 TOTAL 18" STORM DRAIN LF 389 848 85 395 1717 24" STORM DRAIN LF - - - 761 761 30" STORM DRAIN LF 178 - - - 178 36" STORM DRAIN LF 1051 - - - 1051 STORM DRAIN MANHOLES EA. 6 2 2 5 15 CATCH BASINS EA. 4 2 1 3 4 13 OUTLETSTRUCTURE EA. 2 - - - 2 SEWER IMPROVEMENTS 6" SEWER LINE LF - - 244 100 344 8" SEWER LINE LF 2158 1050 609 1187 5004 4" LATERALS LF 1447 1020 871 1061 4399 STANDARD MANHOLES EA. 5 2 3 3 13 CLEANOUTS EA. 1 1 - 2 4 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMIS ONS, OR VIOLATIONS OF TH98E`QRDINANCE,$. STANDARDS ANLySIGN CRITERIA SHALL BE `_ (j/r �v '_� � -t,G /8 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 INDEX OF SHEETS SHEET TITLE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD 1. COVER SHEET PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC 2. NOTES AND ARE TO BE PUBLICLY MAINTAINED. 3. BANDELIER DRIVE 4. BRISTOL SPRING AVENUE 5. CANYON TRAIL AVENUE 6. LINDEN TREE AVENUE 7. CREEK BEND DRIVE & WYNNFIELD "* 3^�094 8. EAGLE PASS WAY, JOSHUA LAKES LANE APPROVED BY:NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE TREE WAY, & WIND CAVE WAY R.C.E. N0. 61069 EXP. 12-31-18 9. MISTY WATER WAY AND RETENTION BASIN DETAILS REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-31-20 BASIS OF BEARINGS: THE BEARING OF N 88'57'35" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (PER PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP) [U.S.G.S. DATUM] ® v -,L7 " 1'i.,. y r 4 0 Know what's below. Call before you dig. STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN UNES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESGN 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 AUGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTIUTY IS DAMAGED THE CONTRACTOR STALL 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 UTIUTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTIUTIES 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 BAKERSFlELD 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 BAKERSFlELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBILITY CE THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2. STANDARD DETA 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 MATFRIAIS - 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 CORPORATION FOR THEIR "MAINLINE" BANDSFAL 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 REGUIREME14TS 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 BAKERSFlELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, 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, HOES, 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 COUPUNGS APPROVED BY THE CITY OF BAKERSFlELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. B. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC UNING 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 UNER 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 UNING 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. UNER SHALL MEET THE FOLLOWING REQUIREMENTS 1.8. PHYSICAL PROPERTIES OF UNER. ALL PLASTIC UNER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F 35 (25-C i3 ). PROPERTY INITIAL (PAR, 1,C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL 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 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) SETTUNG CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE UNING. 1.C. CHEMICAL RESISTANCE OF UNER! 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(1.13) 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 CONCENTRATION 20%** SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%i* NITRIC ACID 1% -- FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (UNEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM -THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND MEN MATERIAL FORMULATIONS ARE CHANGED. "VOWMEIRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. I.D. DETAILS AND DIMENSIONS OF LINER SHEETS. UNER 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. I.E. INSTALLATION OF LINING. INSTALLATION OF THE UNING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE UNER MANUFACTURER. COVERAGE OF THE UNING SHALL A NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE UNING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE UNING SHALL BE HEW 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 MEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END CE THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE UNING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE UNING 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 UNING, 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 ENTRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED PATH WELDING STRIP FUSED TO THE PATCH AND THE SOUND UNING ADJOINING THE DAMAGED AREA HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE UNING 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 APPUCATION 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 UNING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC UNED CONCRETE) IS INSTALLED THROUGH UNED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTON 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 UNING. NO INTERIOR HOOKS OR SUNGS SHALL BE USED IN LIFTING PIPE ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK UFT. ON PIPE HAVING A 360' UNER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. I.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 GEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL 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. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE UNING 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 (1000 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 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 UNER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FAP 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 UNING. 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 OORRO51ON RESISTANCE AND IMPERMEABIUTY TO THE UNER 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 Q. 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: N WA IS COUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL WI1E F GROUNDWATER TER EN PUMPING OFLEAKAGE S HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. MEN 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 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 UNING 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-UNED CONCRETE IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE O THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL 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 11NCH 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 WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE UNER 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 UNER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDEUNES, 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 % (5%) 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 PORTON 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. TRENCH 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 ONES 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 FSTABUSHED 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. TRENCH 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 LASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTI TY CONDUIT INSTALLATIONS SH BE IN TGR u ALL ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (909) 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 WMPS 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 UTUZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRING4JNE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FNM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPUNG HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFIWNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. 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 SE APPROVED IN WRITING BY THE ENGNEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGNEER. 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 ROVING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROVING. 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 ROWING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET CE FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROVING 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 (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROVING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3)INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK' AND SECTION 6-3, "TESTING', OF THE STANDARD SPECIFICATIONS STATE OF CAUFORNIA, 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 BAKERSFlELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECFIED 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. 10. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS THE PRICE PER UNEAL 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 APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDUNG 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 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 TIMFS 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 LA11NG, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASING 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 MEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFlELD SUBDIVISION DESIGN MANUAL AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERT' REGARD. EXISTING SENflR LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION CWPUNGS MAY BE UTIUZED 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 BAKERSFlELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER UNES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS 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 CENTERUNE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF- WAY 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 i DEEP AT PROPERTY UNE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 25 DEEP AT FLOWLINE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PWG. SOLVENT WELDED 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFlELD 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 BAKERSFlELD 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 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 ORSP ECIFICATIONS 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 65-1.068, "RUBBER GASKETED JOINTS', OF THE STANDARD SPECIFICATIONS. HANDUNG OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LA11NG 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 OFFSET'S 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 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 C FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. 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. BORED/JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITIR 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 PATH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBUTY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUCHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE'ATH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE YORK 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 BAKERSFlELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFlELD 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 PUNTED 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 PUBUC 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 REWIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. O 4Know whars below. Call before you dig. CITY RECORDS NO: IN 14 4 = Ei HED 0 W` N _� gz 0 F01111111 s � � I V :E`6 _0 M M aNNp Q Y MD0 aoa ZW I Q Jp U W W 3 - J W W . O fW N W m `g d IIO N t � " N M J Q M 0 _> 4U V 6 y�P 0 I W 0 > W o o a Z JO Q J �a of ^ W Z W � NM Q = t W = cr 0 � d 0 .. 2 W S I d O N i- O W Z h C* Z 6 J G Z i = Q i F <UW =`3 d I -W S S `d 6 E 2 � Fn N = (A W LL Q FUTURE COMMERCIAL SITE WATER PLANS J j-----1— -- J .1 16 I �m zJ�10 & a O I g I o g l oma W� 12 113 {5 14 15 � 1N� R W 3ca rcgo vWi I r1i I I I § I Ws loti»" z-Irc I `1'/ai 1 bi IzQNe N + wY:O-t a6litO o1C w ^J I d 366 364 362 36C 358 35E 354 352 35C 348 346 344 342 34C 338 336 334 332 33G 9+7510+00 SEWER S g _—+- '—_�'_ -i--- y_— N 88'59'36" W 360.00 r FL 8' PVCVC SEWERT � � ton IELD SEE 20' 7 LANE 7 J rn J n r I O p I i m, 8 /( o o 8 NM 11 M ^.R� 1718 20 21� t/1 M I^ Mo --- -----� SEWER MANHOLE I C.O.B. H I pfNJo � I m�WIK U U M T.O.M. is } O X00 IRS OOO y + I + ¢Qow I m T TW 200 0 O FIL W PA PROPERTY LINE FH FIRE HYDRANT - w PROPOSED WATER - SEE CWS PLAN E.P. y�Om+iQ DESIGN WATER SURFACE MM !yawl EX/EXIST. (H i TRACT BOUNDARY C/G F CITY WATER SERVICE W IRR y3�GG 7 u N A 2 k6,WSTAL�25.. I 5 M PROPOSED -SEE � VVI &VALVE _ _ p _ EXISTING STORM DRAIN 5' STORM DRAIN MANHOLE TYPE 'A' EXISTING GATE VALVE -__---� 20' 20' 30 M. C I I o ® EASEMENT LEGEND UNLESS OTHER'MSE NOTED. 6 PROPOSED 27 RDWOFF S ® 6 R/W ASSEMBLY - SEE CWS PLAN 00 I SIZE /—PIPE ® CONSTRUCT SEWER CLEANOUT PER 8'S—UTILITY: 4SECTION _ _ _ _ - C.O.B. STANDARD DETAIL 5-20. STAN W -WATER S -SEWER ^ J CREEK BEND DRIVE G -GAS D -DRAIN SEE SHEET 7 366 364 362 36C 358 35E 354 352 35C 348 346 344 342 34C 338 336 334 332 33G 9+7510+00 SEWER S g _—+- '—_�'_ -i--- y_— N 88'59'36" W 360.00 r FL 8' PVCVC SEWERT � � ton IELD SEE 20' LAKES SHEET 1 20' LANE 7 J rn J n r I O p I 30' m, 1 wTJi g I o O 8 NM 11 M ^.R� 1718 20 21� Jiw MANHOLE I^ zp� I --- -----� SEWER MANHOLE Nt C.O.B. H I pfNJo � I m�WIK U U M T.O.M. is } O X00 IRS OOO y + I + ¢Qow I m I TW U N a O 0 O IN O H H N N PA PROPERTY LINE FH FUTURE MULTI- FAMILY RESIDENTIAL 6+ o LTW—i60.LOOS N� -� n S - N 885 rcI z r w I I g j o WATER PLANS $ I o Q M R g l o I I 40 139b 1389 i 37bi 35 d � I. 34 wo) 33 32 31 36 ` '56,n ir_ '�I o c7iI rn 1 w � o owgo I COd+J (I1 Mp III1 ^ t ^ N�O V~Sj I rnm �azMjJ $NNyYmp�JwWj`Vl o 3cOzJ rc`m� $IIl O + N +M++ $I OO III r°O° I dn t;EI/d 18'WSEE WATER PLANS q WA1H „L I I I ma�ti zMn <o N; %- - I --/:.-.-, - --z`�irt_ ati-i^.-T �R/W I I I I I - I �dd I I 1 I I w In I�iJ I I I I 1 I I 1 I I I I 1 1 1 1 I I I I I BANDELIER DRIVE STA. 10+00.00 C.L. TO 20+94.40 C.L. O I o 22 230 I M I M m I I w I I R/W -_� - rn 19+00 W 379.40 FL 1 I DISTANCE 1 0 1 wTJi g I o 19Im RIGHT-OF-WAY 20 21� 1 MANHOLE -I---- ELEV, --- -----� SEWER MANHOLE CENTERLINE C.O.B. H STORM DRAIN MANHOLE U U M T.O.M. < I 1'n ro X00 IRS OOO y + I M + I Ip,+ I EL/ELEV. ELEVATION S/W LL PA PROPERTY LINE FH FIRE HYDRANT - w PROPOSED WATER - SEE CWS PLAN E.P. 6+ o LTW—i60.LOOS N� -� n S - N 885 rcI z r w I I g j o WATER PLANS $ I o Q M R g l o I I 40 139b 1389 i 37bi 35 d � I. 34 wo) 33 32 31 36 ` '56,n ir_ '�I o c7iI rn 1 w � o owgo I COd+J (I1 Mp III1 ^ t ^ N�O V~Sj I rnm �azMjJ $NNyYmp�JwWj`Vl o 3cOzJ rc`m� $IIl O + N +M++ $I OO III r°O° I dn t;EI/d 18'WSEE WATER PLANS q WA1H „L I I I ma�ti zMn <o N; %- - I --/:.-.-, - --z`�irt_ ati-i^.-T �R/W I I I I I - I �dd I I 1 I I w In I�iJ I I I I 1 I I 1 I I I I 1 1 1 1 I I I I I BANDELIER DRIVE STA. 10+00.00 C.L. TO 20+94.40 C.L. O I o 22 230 I M I M m I I w I I R/W -_� - rn 19+00 W 379.40 FL 1 8 PVC SEWER \\ 1_ I g I � WR/W � a; I a I 8'W-�E ^ / I m I qo I ATER PLANS TEMP TURNAROUND O (I I O EASEMENT PER 30 I 29 }h I 28 I k4 27 I 26 kX I; DDG., 2,7„5298 8 I 8 m P/L � I F I F I aNr PPP A�E 1 i "R/W I I PHASE 2 20.^ 2C I 30' 30' 1 1 I WHITE FISH WAY 11+00 12+00 13+00 LEGEND: LINE LEGEND (CONT.) DISTANCE � N 01'00'24 E N FL/F.L FL0IMJNE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE 1 CENTERLINE M.H./MH MANHOLE -I---- ELEV, --- -----� SEWER MANHOLE CENTERLINE C.O.B. CITY OF BAKERRELD SXMH STORM DRAIN MANHOLE Zig T.O.M. TOP OF MANHOLE CB CATCH BASIN n --- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT OR GRADE BREAK 24 25 EL/ELEV. ELEVATION S/W LL PA PROPERTY LINE FH FIRE HYDRANT - w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE MM !yawl EX/EXIST. EXISTING XRW EX RIGHT-OF-WAY TRACT BOUNDARY C/G F CITY WATER SERVICE W IRR IRRIGATION STD. STANDARD r--45 k6,WSTAL�25.. EXISTING WATER 1 M PROPOSED -SEE � VVI &VALVE _ _ p _ EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE 'A' EXISTING GATE VALVE - - - - - c- - - r, EXISTING GAS PER C.O.B. STANDARD. mr CATCH BASIN WITH 3.5' OPENING PROPOSED - E HYDRANT ASSEMBLY -SEE CWS PLAN SASE LINE PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT ® EASEMENT LEGEND UNLESS OTHER'MSE NOTED. 6 PROPOSED 27 RDWOFF S ® 59'3636=W ASSEMBLY - SEE CWS PLAN 00 PER C.O.B. STANDARD DETAIL S-7. SIZE /—PIPE ® CONSTRUCT SEWER CLEANOUT PER 8'S—UTILITY: 1 8 PVC SEWER \\ 1_ I g I � WR/W � a; I a I 8'W-�E ^ / I m I qo I ATER PLANS TEMP TURNAROUND O (I I O EASEMENT PER 30 I 29 }h I 28 I k4 27 I 26 kX I; DDG., 2,7„5298 8 I 8 m P/L � I F I F I aNr PPP A�E 1 i "R/W I I PHASE 2 20.^ 2C I 30' 30' 1 1 I WHITE FISH WAY 11+00 12+00 13+00 LEGEND: LINE LEGEND (CONT.) DISTANCE ABBREVIATIONS N 01'00'24 E 15.00' FL/F.L FL0IMJNE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE C.L CENTERLINE M.H./MH MANHOLE N 722411' E ELEV, ELEVATION SMH SEWER MANHOLE CENTERLINE C.O.B. CITY OF BAKERRELD SXMH STORM DRAIN MANHOLE Zig T.O.M. TOP OF MANHOLE CB CATCH BASIN n --- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT OR 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 MM !yawl 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 r--45 k6,WSTAL�25.. EXISTING WATER SURVEY MONUMENT M PROPOSED -SEE � VVI &VALVE _ _ p _ EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE 'A' EXISTING GATE VALVE - - - - - c- - - r, EXISTING GAS PER C.O.B. STANDARD. mr CATCH BASIN WITH 3.5' OPENING PROPOSED - E HYDRANT ASSEMBLY -SEE CWS PLAN SASE LINE PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT ® EASEMENT LEGEND UNLESS OTHER'MSE NOTED. 6 PROPOSED 27 RDWOFF S ® CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY - SEE CWS PLAN LETTER PER C.O.B. STANDARD DETAIL S-7. SIZE /—PIPE ® CONSTRUCT SEWER CLEANOUT PER 8'S—UTILITY: 4SECTION _ _ _ _ - C.O.B. STANDARD DETAIL 5-20. STAN W -WATER S -SEWER ^ J EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN 14+00 vu`f vi� y�'77 � yyZZ ,l�+l a+, •i T mmmm WWI W W 15+00 16+00 17+00 18+00 19+00 20+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 21+0021+25 LINE TABLE LINE BEARING DISTANCE U N 01'00'24 E 15.00' L2 N 04'41'32' E 25.05' L3 N 88'5936' W 42.75 L4 N 722411' E 53.81' 358 IW 356 354 352 350 348 346 344 342 340 338 336 334 332 %A1 SECTION %,,q,l SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 358 356 354 352 X350 348 346 344 342 340 338 336 334 332 15 Know whars below. Call before you dig. • l Imp /� - ; -_-- APIjRO%IMATE RNIS,ED GRA ® f IPE i I 1 i INV — -t 18'D INV. e'S I i 0 N l e • M ' Zig Mq^M ciU1 tl. 1 >» z o z o O U5 N6 iv nl ¢0N=1 uMi.rnnIm+a OvoM MM !yawl I U W �Z M Q >?» Ufn > J W m `<41 U W W W W INSTALL r--45 k6,WSTAL�25.. ,8". GJ -RCP OF.18' GJ -RCPT. 20% %A1 SECTION %,,q,l SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 358 356 354 352 X350 348 346 344 342 340 338 336 334 332 15 Know whars below. Call before you dig. CREEK BEND DRIVE SEE SHEET 7 io I 1 I � I 3 1 1 alo I 6 + 1 I LINE BEARING W C)N a=og 5 �wm 49.18' MANHOLE F-- I 1 s< 2 4 I =3 -4 �nl i � I d MpJ _3 CL vo o N pNp PROPERTY UNE FH n 3 Oy F j + i ID U F 1 .+- pZtiJ — FOO —� N --� m J ci (> 2 rn m 1 I _ J6HASa II I i I i WA , 1 F 1 O9 4 5 6 7 10 ti pp O 00 I IN IW N I N I 00 m I m 1 '(1 z vi ui IQ I uoi I z Ltl wJ voi I I o a rci ui P/L + N¢}} I ONI I IZO li N I n I CI inn � rc�: + aRLLr9 + + ml, I d¢ I I = IID _fiery + ++ w3dd y II y I .a- InNN II r I 1¢-' I�as� 6 I � I F iii yN J_ FL ' W 360.00 36' W 1 ann 133+0000 I F- 8 W-= - �' \ 1 a Ion F': 4 n I g , $ WATER PLANS m -oo i R/W $ i $ m° I i 30 i 29 i 28 127 126 I 25 124 m f n ui N I O 1 o I o I ¢o0 1 N 6r�- I 'N I$ I^ CREEK BEND D SEE SHEET 7 < zgo vt N + I + ' I m KNN 1 n 1 1 ou+in 1 >n l N I S I a , 41 rn I `^ m I y KrN P/L PHASE 3 1 1 I I 1 1 1 1 WATER PLANS 1 E LINE TABLE LINE BEARING w L1 N 57.281 E 49.18' MANHOLE F-- I 1 s< 2 23 I 22 L =3 g �nl � I d MpJ _3 CL O o N pNp PROPERTY UNE FH n m f I� F j + i ID U F 1 .+- SEE SHEET m m 1 RfN 4 N --� m J ci (> 04 PROPOSED GATE A VALVE _ B' WER N 88' N EXISTING GATE VALVE 1+00 FIRE HYDRANT N CATCH BASIN WTH 3.5' OPENING 11 _ J6HASa II I i I i WA , 1 F 1 O9 4 5 6 7 10 ti pp O 00 I IN IW N I N I 00 m I m 1 '(1 z vi ui IQ I uoi I z Ltl wJ voi I I o a rci ui P/L + N¢}} I ONI I IZO li N I n I CI inn � rc�: + aRLLr9 + + ml, I d¢ I I = IID _fiery + ++ w3dd y II y I .a- InNN II r I 1¢-' I�as� 6 I � I F iii yN J_ FL ' W 360.00 36' W 1 ann 133+0000 I F- 8 W-= - �' \ 1 a Ion F': 4 n I g , $ WATER PLANS m -oo i R/W $ i $ m° I i 30 i 29 i 28 127 126 I 25 124 m f n ui N I O 1 o I o I ¢o0 1 N 6r�- I 'N I$ I^ CREEK BEND D SEE SHEET 7 < zgo vt N + I + ' I m KNN 1 n 1 1 ou+in 1 >n l N I S I a , 41 rn I `^ m I y KrN P/L PHASE 3 1 1 I I 1 1 1 1 WATER PLANS 1 E LINE TABLE LINE BEARING DISTANCE L1 N 57.281 E 49.18' 8- PVC SEWER N 8859'38• W n o 1 g ABBREVIATIONS FLOWUNE R/W w Uh0 1 CENTERUNE M.H./IAH MANHOLE F-- I o s< N ZQQ 23 I 22 L =3 g CATCH BASIN I INVERT GB rc _3 CL O o N 8 S E PROPERTY UNE FH n m f I� I EX./EXIST. LE PASS WAY , t++ 1 SEE SHEET m J N I Q J ci (> WHITE II FISH WAY 1 112+00 20' 20' 1 ABBREVIATIONS FLOWUNE R/W 1 1 Uh0 1 CENTERUNE M.H./IAH MANHOLE F-- I o 30' N ZQQ 1 L NN 1 Z4IN g CATCH BASIN 1 i INVERT GB I I - SIDEWALK 8 S E PROPERTY UNE FH FIRE HYDRANT WATER PLANS EDGE OF PAVEMENT D.W.S. I EX./EXIST. LE PASS WAY C/G SEE SHEET 8 IRR WHITE II FISH WAY 1 112+00 20' 20' 1 ABBREVIATIONS FLOWUNE R/W 1 1 C.L CENTERUNE M.H./IAH MANHOLE I o 30' 30' N L Q I CATCH BASIN INV. INVERT GB I I ELEVATION S/W SIDEWALK 1 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 k GUTTER CWS CITY WATER SERVICE IRR IRRIGATION SM. STANDARD Q SURVEY MONUMENT 04 PROPOSED GATE A VALVE BOX ED CWS PAS o IN N EXISTING GATE VALVE PER C.O.B. STANDARD. FIRE HYDRANT CATCH BASIN WTH 3.5' OPENING PROPOSED ASSEMBLY -SEE CWS PLAN I w NT FIREHYDRAFF Onm UNLESS OTHERWSE NOTED. J ® CONSTRUCT SEWER MANHOLE TYPE 'A' � I � I OO O P I NMM 1m� II W O N 1 O I of pl I O I of I g , 1 -O I 'JS EXISTING SEWER MANHOLE G -GAS D -DRAIN 112 113 i 14 115 01 1 II Z� I Imn-+ g , cs d 1 9 IR\ PA1 UmZ I m q + + m I y FL I rn I R/W 1 1 PVC SEWER N 885936 W 365.00' g f —H- 19+00 W2 � N 885 i / ¢ I 3 n ro 1 n I n 1 `TEMP TURNAROUND 20 19 I ( 17 116 I EASEMENT$ 2111 299 o , O R 1 1 18 o l m l , n g ,ri S C I I m+ I m I ± I 1 < 1 PAL ¢ 1 1 N 1 m IT N 1 BRISTOL SPRING AVENUE STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL I = 5VERTICAL 368-- -� ---—�� �i 368 INSTALL 360.00 LF OF • PVC SEWER O .25X I I STA 0.G0 LE 8• PVC SEWER O 0.25XI ! t 11426_L365.00 LF OF PVC SEWER O 0125% 366 - -- -I -- - x -I —� �- t --- -- -I' 1- 366 4• o 1L m •'mwzwzmzAw�mmrow �i �3vlw �rn zw -_--_��!-. j- ----� '_. -._. ___--� J ✓roJmMM I1�— �----�� - �NJ 3mn 3 6 4364 5 36236 5; z 360 360 +j. 1 358358 x . I'I - - w _._. ; .__.._ — ___ __�`---._ I_.. 1>¢.w Gil 356 - r a —� r 356 o I — m t- + r w o1 4c 354 I— — - _ _ — - +- — 54 y _ I �� t 352 ��--- •I r (ADEA IutE' _ _* oy AP o9Nn IFlNI9IED jo -f ' * (— l A ®CENTfauNE SHEEO ._ _.._. 352 -- .__ — ...�__ - __-. OR DE 0 CE�'NTERUNE LOCAnGN&TNG �_ '� ' NV. ic-­- 350 r INV Sw ___ I_.-. j ? — IESS iHAN iz• ` B IN9416b-- -I --' ---- 350 348 — -- 348 346 Ilj� 346 ---�-- iL • - -_ - -�--�� - - Z Ii�INv_I--,„,,,.h.„,L7.. SJQAII m f — Ers 344 3 _j�V__-�8•S -�_ `` I._-_ i__=m m-`ol-- ----1 LOC TIONS OFCRO 344 TPER CJO TNkSTOF CROS�NG ! ------ 1 ! z z i z' I ER a AN 121 z�z _Z o LOC o LESS TNN 12 n n n m 340 0 ! -- ... _ ! —1 ¢i rt ----i ----- 340 m' N PIPES vATN a.EaR INS CONTRACTOR TO HAVE A LICENSED SURVEYORa At -4- 338 — L __ v ^aWm 338 336 li-��-- OFRIFY SEWERCATION & STUB RIORVTO BACKFILRT L. ti I. -- ----t- -{1 m WsT v zow -I �I �I 336 �� 334 -� - --I_ -i - J — I'- - 1 LF OF 1 334 49 8� f �� - I r IF OF iW ' INV. 36' D AW , I I � i zio - -- -- -- --- - — ' — _- -- I— - -�—� 332 9+7510+00 11+00 LEGEND: W cm ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L CENTERUNE M.H./IAH MANHOLE ELEV. o SEWER MANHOLE V N L Q rn CATCH BASIN INV. i / ¢ I 3 n ro 1 n I n 1 `TEMP TURNAROUND 20 19 I ( 17 116 I EASEMENT$ 2111 299 o , O R 1 1 18 o l m l , n g ,ri S C I I m+ I m I ± I 1 < 1 PAL ¢ 1 1 N 1 m IT N 1 BRISTOL SPRING AVENUE STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL I = 5VERTICAL 368-- -� ---—�� �i 368 INSTALL 360.00 LF OF • PVC SEWER O .25X I I STA 0.G0 LE 8• PVC SEWER O 0.25XI ! t 11426_L365.00 LF OF PVC SEWER O 0125% 366 - -- -I -- - x -I —� �- t --- -- -I' 1- 366 4• o 1L m •'mwzwzmzAw�mmrow �i �3vlw �rn zw -_--_��!-. j- ----� '_. -._. ___--� J ✓roJmMM I1�— �----�� - �NJ 3mn 3 6 4364 5 36236 5; z 360 360 +j. 1 358358 x . I'I - - w _._. ; .__.._ — ___ __�`---._ I_.. 1>¢.w Gil 356 - r a —� r 356 o I — m t- + r w o1 4c 354 I— — - _ _ — - +- — 54 y _ I �� t 352 ��--- •I r (ADEA IutE' _ _* oy AP o9Nn IFlNI9IED jo -f ' * (— l A ®CENTfauNE SHEEO ._ _.._. 352 -- .__ — ...�__ - __-. OR DE 0 CE�'NTERUNE LOCAnGN&TNG �_ '� ' NV. ic-­- 350 r INV Sw ___ I_.-. j ? — IESS iHAN iz• ` B IN9416b-- -I --' ---- 350 348 — -- 348 346 Ilj� 346 ---�-- iL • - -_ - -�--�� - - Z Ii�INv_I--,„,,,.h.„,L7.. SJQAII m f — Ers 344 3 _j�V__-�8•S -�_ `` I._-_ i__=m m-`ol-- ----1 LOC TIONS OFCRO 344 TPER CJO TNkSTOF CROS�NG ! ------ 1 ! z z i z' I ER a AN 121 z�z _Z o LOC o LESS TNN 12 n n n m 340 0 ! -- ... _ ! —1 ¢i rt ----i ----- 340 m' N PIPES vATN a.EaR INS CONTRACTOR TO HAVE A LICENSED SURVEYORa At -4- 338 — L __ v ^aWm 338 336 li-��-- OFRIFY SEWERCATION & STUB RIORVTO BACKFILRT L. ti I. -- ----t- -{1 m WsT v zow -I �I �I 336 �� 334 -� - --I_ -i - J — I'- - 1 LF OF 1 334 49 8� f �� - I r IF OF iW ' INV. 36' D AW , I I � i zio - -- -- -- --- - — ' — _- -- I— - -�—� 332 9+7510+00 11+00 LEGEND: UNE FL/F.L ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L CENTERUNE M.H./IAH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE C.O.B. CITY OF BAKERRELD SDMH STORM DRAIN MANHOLE tO.M. TOP OF MANHOLE CB CATCH BASIN INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK PAI., 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 k GUTTER CWS CITY WATER SERVICE IRR IRRIGATION SM. STANDARD Q SURVEY MONUMENT 04 PROPOSED GATE A VALVE BOX ED CWS PAS o STORM DRAIN MANHOLE TYPE 'A' N EXISTING GATE VALVE PER C.O.B. STANDARD. FIRE HYDRANT CATCH BASIN WTH 3.5' OPENING PROPOSED ASSEMBLY -SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, w NT FIREHYDRAFF UNLESS OTHERWSE NOTED. a PROPOSSTINGED -SEE ® CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY CWS PLAN PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER 8-S —U C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 'JS EXISTING SEWER MANHOLE G -GAS D -DRAIN 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LEGEND (CONT. 35L TOP OF MANHOLE CENTERUNE 0--- CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—S— CONSTRUCT SEWER PER C.O.B. STANDARD — w PROPOSED WATER - SEE CWS PLAN ---------- TRACT BOUNDARY EXISTING SEWER _-. --u -- EXISTING WATER _ - - ---- , _- EXISTING STORM DRAIN -- c ---c EXISTING GAS .0ASE LINE © EASEMENT LEGEND --�sECnoN I.ETTTDi 2 SHEET WHERE SECTION IS SHOWN 19+00 20+00 21+0021+25 LINE TABLE UNE BEARING DISTANCE L7 N 5728'39" E 49.1 B' ORO vv, " Know what's below. Cali before you dig. SCALE 1" = 50' 50' 25' O' 50' 100' 1,�-�a�1 9X/ -q CITY RECORDS NO: GOSFORD ROAD i ! I ( 16•W -SEE WATER T PLANS $ 3 I ¢ I w� 80 goy mm +m ¢¢ a ! � � �q 16•W- WA PLAN'. I � s1-0 I I GOSFORD ROAD PHASE 1 CRESEEEE SBEED7DRIVE PROPOSED C BLOCK WALL (SEE WALL CONSTRUCTION PLANS) 0 2~ m FE ENni BASNIV SEE SHEET 9 I n " I I , R ¢ $ I`m O 44 I 2 �n Iq' 20' 0 I I 3= I 30' 30' N N PROPOSED 6' BLOOC5 -. I 41 1420 m WALL (SEE WALL I I 1 5 m VP �. z CONSTRUCTION PLANS) I CITY WATER SERVICE c � o o,n WAY ^ tl 2 maoLL I x I Q HT1 ¢ m ' �IP w mJ I a s -- - - o Y PROPOSED E HYDRANT m r ASSEMBLY - -SEE CWS PLAN z � PER C.O.B. STANDARD DETAIL S-12, i-'' EXISTING FIRE HYDRANT twit3 I2 ! UNLESS OTHERWISE NOTED. I PROPOSED C BLOCK WALL (SEE WALL CONSTRUCTION PLANS) 0 2~ m FE ENni BASNIV SEE SHEET 9 I n " I I , R ¢ $ O I ¢O O 44 N N 22 �n n' m m 3 I I 3= g 1 PA o a N N m ~ m I I 41 1420 FIRE HYDRANT _ I I 1 O . m VP r � I CITY WATER SERVICE c � QN 3 o,n WAY K PROPOSED GATE VALVE & VALVE "11,E > a, 2 maoLL d I Q HT1 ¢ m �- -1— 859 - N 836• W 400.00' I 1 EAGLE PASS WAY SEE SHEET 8 I I I I i II II 111 J W aJ4 oo_ a 43M awe M =,gym II I Fay 1 I 2 13 0 I iM.tl ui ��M a I ui 1 a I am+aoS ,dol Im <; �rny c�yao /R/W to v�iwy m l d I Im F� W 1410-160.86' / I 15+00 --4 �127W-SEE WATER PLANS " I I $ 1 R ¢ $ O I ¢O O 44 N N 22 EEv. n' m m 3 I I � 21 m � Q I �a� N N PA ~ m I I PA N 8859'36• II � �lYW-SEE rc r $ WATER PLANS $ i EEv. n' m m 3 I STORM DRAIN MANHOLE M N ' F rn 21 20 Q I �a� i1 I w I 19 pl PA 1 WATER PLANS 1 FIRE HYDRANT , I I 1 O . >m g EX RIGHT-OF-WAY moci> I CITY WATER SERVICE O I STANDARD M O I WAY K PROPOSED GATE VALVE & VALVE "11,E > a, 2 maoLL aNN ® m ' I 1 , mJ o R CANYON TRAIL AVENUE I I I I I I I I I w I I F 1 (PHASE 2 I o 5 o N I �� I �, --PHASE 3 o^. M.`R' I b I b � I PAL 'vi oo wo / om da nr Iten¢ ,o =� I � 7 �� 8 g 10 M 6 Iws I ws I I'_ m , wci rn n^ zrrciwLL $ I m I `ui JJI m I �ij o oN� ii�mm Pt a`Ov t` �nLLow I 1 n in rn iz ^ mn�N � I d � �YfO `N ~ I + 2++ pj F mtill imr1 RIW a7' 1 DD �e \� 12 !. 5O"SR• w 19+00 SEWER 89.000T 32672' - R 1 6' PVC N 88 SEWER . , '59'02• 7 " 243.27 I oNx T— WIN 6-SEE \R$ nPLNS I X18 ; 17_ I 16 115 I Om 1d 13 Im I t I o I 114 as W I W A aI. + 6+ CONSTRUCTION NOTES: FL/F.L ABBREVIATIONS FLOWLINE R/W + 1 I N I N GIW24• E 20 20 EEv. n' m m 3 I STORM DRAIN MANHOLE M N ' F rn it a CATCH BASIN Q I �a� i1 I w I 19 pl PA 1 WATER PLANS 1 FIRE HYDRANT , I I 1 DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX RIGHT-OF-WAY U U 1 I CITY WATER SERVICE O MISTY STANDARD M O I WAY K PROPOSED GATE VALVE & VALVE "11,E > a, SEE SHEET 9 aNN ® I I I 1 , CANYON TRAIL AVENUE I I I I I I I I I w I I F 1 (PHASE 2 I o 5 o N I �� I �, --PHASE 3 o^. M.`R' I b I b � I PAL 'vi oo wo / om da nr Iten¢ ,o =� I � 7 �� 8 g 10 M 6 Iws I ws I I'_ m , wci rn n^ zrrciwLL $ I m I `ui JJI m I �ij o oN� ii�mm Pt a`Ov t` �nLLow I 1 n in rn iz ^ mn�N � I d � �YfO `N ~ I + 2++ pj F mtill imr1 RIW a7' 1 DD �e \� 12 !. 5O"SR• w 19+00 SEWER 89.000T 32672' - R 1 6' PVC N 88 SEWER . , '59'02• 7 " 243.27 I oNx T— WIN 6-SEE \R$ nPLNS I X18 ; 17_ I 16 115 I Om 1d 13 Im I t I o I 114 as W I W A aI. + 6+ CONSTRUCTION NOTES: FL/F.L ABBREVIATIONS FLOWLINE R/W + 1 I N I N GIW24• E 20 20 EEv. ELEVATION SMH m m C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE w p AIF CATCH BASIN INV. INVERT GB I 8•W -SEE ELEVATION S/W pl PA 1 WATER PLANS 1 FIRE HYDRANT d I I 1 DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX RIGHT-OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE RR MISTY STANDARD WATER WAY K PROPOSED GATE VALVE & VALVE "11,E > a, SEE SHEET 9 BOX - SEE CWS PLAN STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: _ 5HORIZONTAL 1 5' VERTICAL 368 Pvc ® 1 INSTALL �326.72 IF of I 00.25% --- ! ; 368 INSTA z2zze � o z5 366 366 N 1 364 362 — - m . ---- —; _ _ -- W z z m I,� W3 . - -___ -. - : o,— 362 — — _ _--- x _ =M ONO — _�- —_ J y�z -- 3.— ZZi ;awl --1- _-J aZZ ____� J a ! bo 360 �+WnW I - I 4 .._ »> —0 360 _ I t I� O. ___ _ _ c a I > > M O I O O 356 1 p,; 358 356 356 17�6W�-.._I.�. JI- i' 354 - - - e • a m 7O3 _- - _-�-_- • �- - ——� — ` — 354 352 -- T � - -- — f j -I i a 352 .o APPRO ATE FIN SHED-- 2 STI 350 L 1 - sew �CONSTRUf -- 350 li EX 1 'i !! I , I_ _-. I; I GRADE A CENTERLRIE I i 12 0 sew T PB�E L 348 _ �L - -- - --- + N . e w E-- _ �_ __ PD . C.O. -STn ¢ s T --' -- - 348 _. F LOCATIOF CR G CQNSTRUCT I INV. 18' - �t- -- $ ¢Ot PIPES WE -CLEAR-.�;� - 1 346 - -- wp OF G PLEARVis- INV. 18 - ESS 2 - t� _ - 346 - qt t INV. 18 U r- NV 344 I� tHAx iNv ems• N - j -- { - 344 T —y --r _ _ a - - _- e - - - a� 'I i '---_1,_ ____..._- I 4 _ �, �.m •. ��_�- � 342 3 342 _ >^ 1 340 - o N ar caYmacMR is x 3 M n m m m= w m I ��1-- - 340 I . SEWERMAIN A TIE-IN L TION - -- Jm . e�r m . !!! INV. tD j , w $ o Dm m m_ z a _ ._!I 338 it - " "'7 rH MELD �AEER �E Y DIJ EPAN ES - 14ppZ, j p J i N l ?? � z z ° ro W I xt 338 NOTigI' THE ENI !._- -_ _ -� .. ;.-- -___"' w 3. ______ > - _ -__--- - + n M + -._ - _-II-_- !I a o J ,m z m m m +--���` w a a . a m . w ---_-_ ------j --!tet j.. ____ .._-. ..___- _ .___. -+-- r, -- 336 336 - it o x a _ j n n' w W_ w p _z, waw ;---__ -'-_i _- _? z a J J Q O J ''r__.. ._._..__- _ ___"_ • '___ + _ L 334 a z t 334 332 332 i O we>5 -__' I_.._.'" W ___ (NST 4275 53.81 L<•" 00.71 ! 58X m INSTALL 364.86 if 0� 78' RG -RCP ®p.77R 18'-- INST� _, -- -- 330 330 J ---- --- t -- INrLTALL 17139 LF LF _ m W W W m f/1 W ! SDR 328 — I 328 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 * �c 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTACT RYAN TIEDE (661) 391-5821 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. * * PRIOR TO CONSTRUCTION CONTRACTOR IS TO FIELD VERIFY HORIZONTAL LOCATION & DEPTH OF EXISTING 10" SHELL OIL LINE & NOTIFY THE ENGINEER OF ANY PIPE CONFLICT. *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL LEGEND: CONSTRUCTION NOTES: FL/F.L ABBREVIATIONS FLOWLINE R/W RIGHT--WAY OF N GIW24• E M.H.INN MANHOLE EEv. 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 RR IRRIGATION STD. STANDARD Q SURVEY MONUMENT K PROPOSED GATE VALVE & VALVE "11,E > a, - s BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE TYPE •A• X EXISTING GATE VALVE - EXISTING WATER PER C.O.B. STANDARD. mJ a -- - - o Y PROPOSED E HYDRANT Im CATCH BASIN WITIR 3.5' OPENING ASSEMBLY - -SEE CWS PLAN EXISTING GAS PER C.O.B. STANDARD DETAIL S-12, i-'' EXISTING FIRE HYDRANT twit3 I2 ! UNLESS OTHERWISE NOTED. b BLOWOFF ® CONSTRUCT SEWER MANHOLE TYPE •A• ASSEMBLYPROPOZ•SEE CWS PUN z PER C.O.B. STANDARD DETAIL S-7. zo• -- p' Ix SIZE ® CONSTRUCT SEWER CLEANOUT PER/—PIPE Ell + C.O.B. STANDARD DETAIL S-20. —UTIUTY: r m a W -WATER S -SEWER C EXISTING SEWER MANHOLE G -GAS D -DRAIN LEGEND i CONSTRUCTION NOTES: 351 DISTANCE Li N GIW24• E 1542' TOP OF MANHOLE O THIS SECTION IS TO BE TRENCHED OR BCW AT L3 N 8859'36• W 42.75' CONTRACTOR/CITY ENGINEER DISCRETION - - — - CENTERUNE L5 N 63D7'3Y W 62.91' L6! O CONSTRUCT WITH PHASE 2 DEVELOPMENT D----- CONSTRUCT STORM DRAIN PER C.O.B. STD. 39.54' C * t OO STUB & PLUG WITH PHASE 2, EDEND WITH FUTURE DEVELOPMENT. —.—s— CONSTRUCT SEWER PER C.O.B. STANDARD 1 CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT — w PROPOSED WATER - SEE CWS PLAN I ELEVATION OF SNB PRIOR TO BACKFILL F ---------- TRACT BOUNDARY I__r5 �8•INV "11,E > a, - s EXISTING SEWER oa' w - EXISTING WATER mJ a -- - - o EXISTING STORM DRAIN Im ---a---c---., EXISTING GAS iZ x FJ� +p twit3 I2 ! -1 UNE J - OEASEMENT LEGEND BY-„t.T-” SECTION LETTER A 2 ^' SHEET WHERE SECTION IS SHOWN 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 LINE TABLE LINE BEARING DISTANCE Li N GIW24• E 1542' L2 N 36'2777' E 32.OT L3 N 8859'36• W 42.75' L4 N 72701 E 53.81' L5 N 63D7'3Y W 62.91' L6! 41'35'17' E 56.05' L7 N 7997'15• W 39.54' 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 ,326 324 �P,� SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5VERT. I I I '3J? a ' , I I I I _--_ I APPROXIMATE FlNISIED GRADE —, t � O PIPE I C * t I j Imo' 1 !I I I I ! I__r5 �8•INV !I O � oa' mJ a OJ w�C Im o �w3fn iZ twit3 I2 ! J - z . zo• -- p' Ix .- -Z z----1 ,n7' 6 + z a M M r m a a+� q+nrdnM zo �. mo ob v > J J -a+ I STALL X1500 LF( ZN1 3� OD iO 131.69 NOF 18• OF 18• .i i> OF 18•I R 0-0.67 RCP N y W w w IRGJ-RCPr N> D.32RI -1.00R 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 ,326 324 �P,� SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5VERT. rB�\ SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' 50' 25' 0' 50' 100' 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 i 0 Know what's below. Call before you dig. 1 J '3J? a ' Iz I _--_ I APPROXIMATE FlNISIED GRADE t � O PIPE I C * t Imo' !I INV. Il NV. I__r5 �8•INV � oa' mJ OJ w�C Im o iZ twit3 I2 ! z - z . zo• p' Ix .- mm Zo ly . ,n7' 6 + z a m a of zo �. mo ob v > J R1ST -a+ as IAS X1500 LF( ZN1 iO 131.69 NOF 18• Irc .i i> OF 18•I R 0-0.67 RCP N y W w w IRGJ-RCPr N> D.32RI rB�\ SECTION 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. SCALE: 1" = 50' 50' 25' 0' 50' 100' 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 i 0 Know what's below. Call before you dig. 1 :1 _=k 9 =1\1119 101 \ _ 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 SEE SHEET 9' 11 PHASI E 3 _ I1S 1 3 aY'2 J i I PIyAME 4. any@ J .� j J I J I 00 MCI �g 12 13 =q 1 s4 " 5" 16 I 7" ++ o vv-•- 1 �o I�O11m: 1 p� i rn i o ao oo rc + + - d 1 NR ' - - N 8859_36• W0 280.0 11+00 1 00 N 88.5936' W 280.0 14+00 24" , 15+00 —N 8859361 Wig N 8859'36" W 360.00' R N 885936' W 360. PVI PVI `s I j j1 � 6'W -SEE N 6812.55 E 17 Im 16 15: i WATER PLANS I N DDG.@ 217115300 p I W(JN o" 8 V 0 11 2J O of O J O j , 13� �z nl $ 200 , oao li yq� Q^ ma W �dza rcd IN. 0 La' P/� n o I O d n gyK/ x N I N 1 I N R,w_ =owe ot+ ml W Y 22O Y: IAN n O =$E IfTiNLLO fie-._ S-+-4 mmJy� gFa t2 N) J ;-W-z ��Q�6 NNN NI m �NU U 4 6 Sp I j j1 � LI N 6812.55 E 17 Im 16 15: i $ 1QdP TURNAROUND EASEMENT PER I N DDG.@ 217115300 p I W(JN j V 0 M X10 I 111 � 12 , 13� ,=NwLL n m 1 I Z Ow I Q -1 li yq� Q^ ma W �dza rcd IN. 0 La' P/� n o I O d n N I N 1 I N R,w_ I W` SEE rcR/W�- $ 1 1 WATER PLANS B. M30�: „�$N 1 N 1 N 1 �$ n 1ry a $ 1 o wo 0 128 I 27 2625 I 2�St N � 23 122 ,x W� 24 I o �� flI 21 � I=y��I 20 w0l 19ong m 1 z¢ II o 1 0 8$9N d: 0 9 m x +"N R' I OON ,, P�nnlm ffrn I y 1 Pn ea- 1 ti rn d 1 d 20' 20' 6'W -SEE! O O �WATER PLAN �oo �' �' 30 30 N WIND CAVE WAY— SEE SHEET 8 PHASE 5 =I¢ -'d JOSHUA TREE WAY_�— Ny SEE SHEET 8 yy LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.14 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL FL ­ c 8' PVC ELSFL N 88'5 iM y M WX 1< 20+00 N m Ljj CmU LL< $ WATER PLANS UNE j1 INSTALL OF 8" fjVC SEWER 0 -0. R1 LI N 6812.55 E 17 Im 16 15: i $ 1QdP TURNAROUND EASEMENT PER I N DDG.@ 217115300 p I W(JN ee ?' I + I y,�nyn N dd 328 L- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 LEGEND: LEGEND (CONN ABBREVIATIONS FL/F.L FLOWUNE R/W RICHT-OF-WAY 351 9 TOO' CL CENTERLINE M.H./MH MANHOLE TOP OF 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 n--- CONSTRUCT STORM DRAIN PER C.O.B. SID. INV. INVERT GB GRADE BREAK — . s CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PAL PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./IXIST. EXISTING XRW EX. RIGHT-OF-WAY ��������-� TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE ___---_ IRR IRRIGATION STD. STANDARD EXISTING SEWER yr EXISTING WATER QQ SURVEY MONUMENT M PROPOSED BO CWS PLAN TE VALVE &VALVE _.- __ --____o.-_.._._ ___ EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE 'A' XI EXISTING GATE VALVE -_ ----r.-- - --c-.__.__ -_ EXISTING GAS PER C.O.B. STANDARD. Y PROPOSED FIRE HYDRANT CATCH BASIN W17N 3.5' OPENING ASSEMBLY -SEE CWS PLAN - - - - - - WASE LINE PER C.O.B. STANDARD DETAIL S -I2, b' EXISTING FIRE HYDRANTWOFT ® EASEMENT LEGEND UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE TYPE 'A' a ASSEMBLY PROPOSED 2' CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE - - — - - ® CONSTRUCT SEWER cLEAN�our PER C.O.B. STANDARD DETAIL S-20. 8"S -UTILITY: W -WATER S -SEWER � EXISTING SEWER MANHOLE G -GAS D -DRAIN WERE SECTION IS SHOWN 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 20+00 21+00 61-A7.2O LINE TABLE UNE j1 INSTALL OF 8" fjVC SEWER 0 -0. R1 LI N 6812.55 E 44.47' i INyTA11 35tl00 LF OF 8' PVC 0 T0.25X I - I ` I INSTALL 36$14 LR OF 8" PNC SLl1FR 0 02581 j V 0 M O N <a - OZa Z Ow I Q -1 2 k on N W Y m - IIS— m � �_+ ? 3 J, J ;-W-z • I b�� U 4 6 Sp _ g z N 0 — T- +—"a—I _ I l` �_ � j II _ � I �' I _- al i_ A- ..—__ __I_ N_mm_I yI1'� _— _ _ I' � - I,__— III I I m -•N,, W x I Jy w W 1— I ¢WW J J III rI+Y�1MM 051 + _ _..._W i 1- -��h6 � W Z �-�`9,V, s `0C> W Q = C6 C Q —.�_ } t z �OZZ < z Q 0 i z < W J 2 72 o F W I qc X a' ----- —,-- 0) w CO % m ;._.. 1 1 SADDLE I L_--�- _. 1� -- T I � :FINI ITION9 OF NG CE 7 -I THAN I I I I I -r-- • —+-- I — -�-MI 8"S _�_ d INV - 18 --- I es — ¢' It III 1 � II � �- 'I INV, 18,DIZ i lu J. I '- i. I \ w I� i I - INVJ 24 D� r z 3 •> 's J ,)W —I�-� SII of Wj3 �-__ fINV�124b §1N. W N J h Im+ T 3- W Q _ I> I 4 >'j +' y IZ •thb 11- m W z Z!- >,' NN T._.._.. 1��; i p�D qQ ���{{{ _ O" �Q ITU 2 J I •_ r _ y : - IT IIS 1 >1NSfACL-150:OQI[F-OF-! w w Q W W �_ �� I- J J WTI"'__.__.' w '.y 18.3 e-4 N -- V+ NST it - 0-_ 2 Pte_ �- --1_I° T -�1 S 280. D0 LP OE 24" NGJ-+R0 0 0.12% -I` -F,;, 328 L- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 LEGEND: LEGEND (CONN ABBREVIATIONS FL/F.L FLOWUNE R/W RICHT-OF-WAY 351 9 TOO' CL CENTERLINE M.H./MH MANHOLE TOP OF 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 n--- CONSTRUCT STORM DRAIN PER C.O.B. SID. INV. INVERT GB GRADE BREAK — . s CONSTRUCT SEWER PER C.O.B. STANDARD EL/ELEV. ELEVATION S/W SIDEWALK PAL PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S. DESIGN WATER SURFACE EX./IXIST. EXISTING XRW EX. RIGHT-OF-WAY ��������-� TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE ___---_ IRR IRRIGATION STD. STANDARD EXISTING SEWER yr EXISTING WATER QQ SURVEY MONUMENT M PROPOSED BO CWS PLAN TE VALVE &VALVE _.- __ --____o.-_.._._ ___ EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE 'A' XI EXISTING GATE VALVE -_ ----r.-- - --c-.__.__ -_ EXISTING GAS PER C.O.B. STANDARD. Y PROPOSED FIRE HYDRANT CATCH BASIN W17N 3.5' OPENING ASSEMBLY -SEE CWS PLAN - - - - - - WASE LINE PER C.O.B. STANDARD DETAIL S -I2, b' EXISTING FIRE HYDRANTWOFT ® EASEMENT LEGEND UNLESS OTHERWISE NOTED. ® CONSTRUCT SEWER MANHOLE TYPE 'A' a ASSEMBLY PROPOSED 2' CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE - - — - - ® CONSTRUCT SEWER cLEAN�our PER C.O.B. STANDARD DETAIL S-20. 8"S -UTILITY: W -WATER S -SEWER � EXISTING SEWER MANHOLE G -GAS D -DRAIN WERE SECTION IS SHOWN 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 20+00 21+00 61-A7.2O LINE TABLE UNE BEARING DISTANCE LI N 6812.55 E 44.47' - d SCALE: 1" = 50' 1,50' 25' O' 50' 100• 0 ?t Know what's below. Cali before you dig. r')t I t`°Ai —tfi CITY RECORDS NO: NN N N �® O � Z� j V 0 M O N <a OZa Z Ow I Q -1 2 k on N W Y m E a m � � J I b�� U 4 6 Sp N 0 S O ♦ Z J O Q J J CL ut W Z W m Q Z s `0C> W Q = C6 C Q cc z �OZZ < z Q 0 i z < W J 2 72 o F W 0 qc X a' 0) w CO % m w z N CANYON TRAIL AVENUE SEE SHEET 5 1 Q08F= ROAD (AR7BWJ w W w _ H PROPOSED W BLOC( WALL r J (SEE WALL CONSTRUCTION PLANS) rr I 2 O PA'3 ' 4 oo'� a�a I $ I I g =gel W F- O M SM ZNN °i i cai in z o I = 1I �4 1 'yym N N I N �M 1 M1 R/W I taro (L2) 8 PVC SEWER 5 "' 1'0024° E 2$90.00' 13 IN IN- ill, Aj 0. 368 M - 366 .364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 --N 1W'24E B•W-SEE WATER PLANS 1 IWI INST F I I I ii 290.00 LIF OF 8° VC SEWER O 0.25% 45 I _ II INST 270.00 LF OF 8 PYL @ 026'X 1 I 1 a T� `P/L I 3 ABBREVIATIONS I� O 1 78 FLOWUNE R/W RIGHT-OF-WAY fX 1 1 MW 1 m SEWER MANHOLE C.O.B. i STORM DRAIN MANHOLE in TOP OF MANHOLE CB .w II INVERT GB al to ELEVATION S/W CANYON TRAIL AVENUE SEE SHEET 5 oa zw3� 0. 368 M - 366 .364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 --N 1W'24E B•W-SEE WATER PLANS 0 12+00 EL N 1W'24' E 517 I I) R/W 30' 30' 30 z 20' 20' Hy" �& III rn I s r -- 29m ___-_-- ---_t.N IW' � 24 E--- D- 1� �a'W-sEE I WATER PLANS -- Q -I- Q 1; ----- 2 ' 39 1 IWI INST F I I I ii 290.00 LIF OF 8° VC SEWER O 0.25% l _ II INST 270.00 LF OF 8 PYL @ 026'X mS I LEGEND: T� `P/L I 05 ABBREVIATIONS 6 1 1 78 FLOWUNE R/W RIGHT-OF-WAY fX 1 ?h 1 MW 1 ELEVATION SMH SEWER MANHOLE C.O.B. i STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB .w INV. INVERT GB GRADE BREAK EL/ELEV. ELEVATION S/W SIDEWALK P/L oa zw3� ' I 7F "• 6 YI 0 12+00 EL N 1W'24' E 517 I I) R/W 30' 30' 30 z 20' 20' Hy" �& III rn I s r -- 29m ___-_-- ---_t.N IW' � 24 E--- D- 1� �a'W-sEE I WATER PLANS -- Q -I- Q 1; ----- 2 ' 39 1 BRISTOL SPRING AVENUE SEE SHEET 4 CREEK BEND DRIVE STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �l m rl U y I I I I 20 1 20' 30' 30' 12 I I P IN BANDELIER DRIVE SEE SHEET 3 1 IWI INST F I I I ii 290.00 LIF OF 8° VC SEWER O 0.25% l _ II INST 270.00 LF OF 8 PYL @ 026'X mS I LEGEND: T� `P/L I CONSTRUCT SEWER PER G0.8. STANDARD ABBREVIATIONS PROPOSED WATER - SEE CWS PLAN FL/F.L FLOWUNE R/W RIGHT-OF-WAY C.L. 1 MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE 1 BRISTOL SPRING AVENUE SEE SHEET 4 CREEK BEND DRIVE STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �l m rl U y I I I I 20 1 20' 30' 30' 12 I I P IN BANDELIER DRIVE SEE SHEET 3 13+00 14+00 IWI INST F I I I ii 290.00 LIF OF 8° VC SEWER O 0.25% s 11+00 _ II INST 270.00 LF OF 8 PYL @ 026'X - - — - I LEGEND: CONSTRUCT STORM DRAIN PER GO.B. STC. M CONSTRUCT SEWER PER G0.8. STANDARD ABBREVIATIONS PROPOSED WATER - SEE CWS PLAN FL/F.L FLOWUNE R/W RIGHT-OF-WAY C.L. 1 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 P/L oa zw3� FIRE HYDRANT E.P. EDGE OF PAVEMENT DAA. DESIGN WATER SURFACE EX./EXIST. � I I 1 CURB & GUTTER CWS w — IRRIGATION STD. Imm`m�- Q SURVEY MONUMENT N PROPOSED GATE V� & VALVE — o - j -'o .ml�mm -� x EXISTING GATE VALVE m• PER C.O.B. STANDARD. z PROPOSED FIRE HYDRANT mr CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12. G FINE HYDRANT iso» UNLESS OTHERWISE NOTED. a 6 ASPROPOEXISTINSED BLOWOF -SEE ® w zzz _.-.zzZ ASSEMBLY CWS PLAN U {i PER C.O.B. STANDARD DETAIL S-7. LTi o ® o - r C.O.B. STANDARD DETAIL S-20. 1R S -SEWER W-WATER O EXISTING SEWER MANHOLE G -GAS D -DRAIN 0 ! m w L, } MMi IINSfXLL 135.00 LF OF W RGJ-RCP wo 1w III, > i W I Z Q J co v a Z � J Q of IL W I JIM rHo Q W s < W = LL Q Z o L Z d WN ~ OIS co _ W > < : Q r � t v Q WZ = s W m d Lug WW 1 ti � - I U. I I I i I i — FADE OCENTERU E I Ca. STD. PIPE LOCATIOoDLE PER —C.O.B . STD. D-9 AT LNS I ' -- f - INV. o G I I OF CROSSING PIPES WITH !. CLEARANCE LESS THAN tY l ' - —4 it I , r � !INV. 8$� INV. 851 — _- _ '-INV .,�INV. z_._--�---z 3fi'DI la �, 36'Dy-��- 1__ INY 3� D_. Wm Zi a roi -a I- o m m ;= . M M j! Q J_j.Z-?>? Z Z p ZO' t. It ISTALL 475+M iF I 169 61 LF >55 LF9 .._. W> W> -w GJ -RCP OOF6 T m LAWRGJ-RCP 80% 0.89%' KTALL 5.25 LF CIE 36W -RCP @ O.ZOR R� 328 13+00 14+00 °�'`s i� 10+00 s 11+00 TOP OF MANHOLE - - — - CENTERLINE LEGEND: CONSTRUCT STORM DRAIN PER GO.B. STC. M CONSTRUCT SEWER PER G0.8. STANDARD ABBREVIATIONS PROPOSED WATER - SEE CWS PLAN FL/F.L FLOWUNE R/W RIGHT-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 P/L PROPERTY UNE FH FIRE HYDRANT E.P. EDGE OF PAVEMENT DAA. DESIGN WATER SURFACE EX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY C/G CURB & GUTTER CWS CITY WATER SERVICE IRR IRRIGATION STD. STANDARD Q SURVEY MONUMENT N PROPOSED GATE V� & VALVE o BOX - SEE C® STORM DRAIN MANHOLE TYPE °A° x EXISTING GATE VALVE I PER C.O.B. STANDARD. PROPOSED FIRE HYDRANT mr CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12. G FINE HYDRANT ih UNLESS OTHERWISE NOTED. a 6 ASPROPOEXISTINSED BLOWOF -SEE ® CONSTRUCT SEWER MANHOLE TYPE -A- ASSEMBLY CWS PLAN U {i PER C.O.B. STANDARD DETAIL S-7. PV PPE SIZE ® CONSTRUCT SEWER CLEANOUT PER 8°S—W-WA r C.O.B. STANDARD DETAIL S-20. 1R S -SEWER W-WATER O EXISTING SEWER MANHOLE G -GAS D -DRAIN 12+00 13+00 14+00 LEGEND (CONT.) i� L1 N O1 W'24' E TOP OF MANHOLE - - — - CENTERLINE .n --- CONSTRUCT STORM DRAIN PER GO.B. STC. _.—s— CONSTRUCT SEWER PER G0.8. STANDARD — w PROPOSED WATER - SEE CWS PLAN ---------- TRACT BOUNDARY a EXISTING SEWER EXISTING WATER - - - - EXISTING STORM DRAIN --c---c---c EXISTING GAS i _WASE LINE ® EASEMENT LEGEND LETTER - 2 -SECTION z SHEET WHERE SECTION IS SHOWN 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 1 330 i 328 LINE TABLE LINE BEARING DISTANCE L1 N O1 W'24' E 69.49' L2 N 8859'36° W 25.42' L3 N O1W'24' E 42.75' 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 360 358 356 354 352 E350 348 346 344 342 340 338 336 334 332 330 328 15+00 16+00 C SECTION 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. BANDELIER DRIVE SEE SHEET 3 _---a----------�� 3I " I 1 1 I I 36 = i o0 15 I 1 i Y0' z :_---------�I30. p�y.Io S'h z � ¢J I ZJ4 1 11 I a l 0 0 �! K' 0 5' r�H�Tg �-- ---I E N zo I o o . PA- 35 y''�1j I WW 30'��j 1 d 8°W -SEE $ 18 18' WATER PLANS/ i 1 -1 R/W ' d I 34 I - W If 30°D N 1'00'2 ° E 135.00'_ FL $ 1. 78'D EL i n w p R/W 33 I 20' 1 20' w R/W 1 30 30' 17 x� 1 ES o ¢d 1 I zo 91 I r ----------T 1 , J I I �d 3 I S gSM + 18 —Ne M I r 31 t= 1 1 BANDELIER DRIVE SEE SHEET 3 WYNNFIELD LAKES LANE STA. 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TY T oWC Q ?v W ILL W O U } J J QZ �LLW LLH� CJ W 358 - -� — 358 T i 0 l0 l •9ro I Imo. jiOXI LATE' o l GRADE 350 — - - — FlNI __0PPE1_ I INV. V a I i i I I i O en�l m l3 INV. 8S O O z Z � I 6 J w .m+� z 6 kL ZZZ:. x r 3or o w m o O w N IIS INSTALL 25.00 LF? m o www! I RGJ-R I 360 358 356 354 352 E350 348 346 344 342 340 338 336 334 332 330 328 15+00 16+00 C SECTION 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. BANDELIER DRIVE SEE SHEET 3 _---a----------�� 3I " I 1 1 I I 36 = i o0 15 I 1 i Y0' z :_---------�I30. p�y.Io S'h z � ¢J I ZJ4 1 11 I a l 0 0 �! K' 0 5' r�H�Tg �-- ---I E N zo I o o . PA- 35 y''�1j I WW 30'��j 1 d 8°W -SEE $ 18 18' WATER PLANS/ i 1 -1 R/W ' d I 34 I - W If 30°D N 1'00'2 ° E 135.00'_ FL $ 1. 78'D EL i n w p R/W 33 I 20' 1 20' w R/W 1 30 30' 17 x� 1 ES o ¢d 1 I zo 91 I r ----------T 1 , J I I �d 3 I S gSM + 18 —Ne M I r 31 t= 1 1 BANDELIER DRIVE SEE SHEET 3 WYNNFIELD LAKES LANE STA. 10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TY T oWC Q ?v W ILL W O U } J J QZ �LLW LLH� CJ W 358 - -� — 358 T 356 — 1 ���4 __li � 356 I 354 - _ -- - 354 352 �+ APPROXIMAlEINFl SHED 1 352 i o l GRADE 350 — - - — 0 CENTERUW — 350 348 346 344 342 340 338 336 348 346 344 342 340 338 336 10+00t 11+00 12+00 TM *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1" = 50' 50' 25' O' 50' 100' oY -aa•sd P^ @ Know what's below. 0811 before you dig. v / o �z O = I my V a I I I O m O O z Z � I 6 J w r 3or o w m o O w N tvw W � g m ih a7kI� 1 U {i PV 0 r 0 m w IINSfXLL 135.00 LF OF W RGJ-RCP 348 346 344 342 340 338 336 10+00t 11+00 12+00 TM *CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1" = 50' 50' 25' O' 50' 100' oY -aa•sd P^ @ Know what's below. 0811 before you dig. v / o �z O = _Z V a m M � O m O O z Z � I 6 J fil 3or o w m o O w tvw W � g m ih M 1 U {i PV 0 r 0 m w W Z Q J co v a Z G J Q of IL W z JIM rHo Q W s < W = LL Q Z o L Z d WN ~ OIS co _ W > < : Q r � t v Q WZ = s W m d Lug WW w ti � w U. 0 CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 5 SEE SHEET 4 11 5' 1 1 11 5' I 0" 120' �_-- ' N 1 1 1 30 �0 3WA1Qt PLANS 30 30' I--_---�-_-_ --------- W 25 1 mn I 24 I 6 00 Q_ 5 R/W 6 15 rn VJ 1 x e ds 24 OG LL gay 7 23z QOLLqq Li$++nw I B R/W s 18b^�g m �^ 2 " M 8R/W 11+00 N °E O I D z R/W *-SEE B 1 Qo ,I• i WATER PLANS I 21 D I a 9 1 m I ( a to I 13 I I 23 1 s I M WATER PLANS z 30, 20 I _'... ( m r ' m" `30� s I i` +2 I z .. 10 356 354 352 350 348 346 344 342 340 338 336 334 20' I BEARING 22 Li N 0110624" E 1 e I 20' 20 L3 N 8859'36° W 1' 8'W -SEE 3D 3 0' 5275' LS — WATER RANS 5 .o ,I it I APPRRQQXIMATE 1 FINISHED GR T.O.M. TOP OF MANHOLE CB O PI�_�!I '-- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK —, g CONSTRUCT SEWER PER C.O.B. STANDARD ° ELEVATION S/W SIDEWALK CANYON TRAIL AVENUE FIRE HYDRANT BRISTOL SPRING AVENUE SEE SHEET 5 _ INV. I I SEE SHEET 4 _in, EAGLE PASS WAY CURB & GUTTER CWS STA. 10+00.00 C.L. TO 12+80.00 C.L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I s BEARING APPRO%I lE FINISHED 1D rGR^DE ® TER E ` Li N 0110624" E _ t e N 883936' W 25.42' L3 N 8859'36° W 15.47 L4 N D1YX1'24' E 5275' LS — _ _ _ CENTERLINE LB ,I it I APPRRQQXIMATE 1 FINISHED GR T.O.M. TOP OF MANHOLE CB O PI�_�!I '-- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK —, g CONSTRUCT SEWER PER C.O.B. STANDARD ° ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT INV., E.P. _ INV. I I : _in, EX. RIGHT-OF-WAY I C/G CURB & GUTTER CWS CITY WATER SERVICE i ice --F NVQ 18'D ' li 8 1)- NV 18b ,N n INV. 8"S i z ® - NV 8'S z w z y .•T.: Z �mNy 1n IUNi II PER C.O.B. STANDARD. w�- .2 2 w o I •� m z3 -" o m ._ Iz --_ J mm m o IM1>yJ�^ x.J w S- z Z z z m s 1- z 6 > > CONSTRUCT SEWER MANHOLE TYPE 'A' ryW{ �I a zz o z Z z •w,- LL p IS Z hW 2 O nM I 0Qw� ® m B'S -UTILITY: -� U W I g mMMMM U wli EXISTING SEWER MANHOLE -1 - INSTALL INS> ALL 2500 LF mm wwylW W X11 R RCP INSTALL' 1500 LF - OF 18' 1RGJ RCPfi �I w w w IISTAI-L25.00.Lf cai :'z o Jw 1% JmM W Ulli ILE S��yyN^t>>��� w W1 M > INSTALL11 270.00 OF 18" R -RCI 0 O."� 20R 2 �- zzZ i W--- --g' K cs 10+00 11+00 12+00 356 354 352 350 348 346 344 i 342 340 338 336 i I -- - --- --- 334 13+00 13+75 LINE TABLE UNE BEARING DISTANCE Li N 0110624" E 25.42' L2 N 883936' W 25.42' L3 N 8859'36° W 15.47 L4 N D1YX1'24' E 5275' LS SEWER MANHOLE _ _ _ CENTERLINE LB ,I it I LINDEN TREE AVENUE SEE SHEET 6 RIDGNEOTORPEST)DRIVE 0 :AITE8R 5 RGOSFM ROAD W-SFE23 PLANS ^ „ 20'w 20' L_ W Jog Q� PHASE 5819 3w . JQ /y��ry�pII/��yyx� i 5' I m d] x_g -N 1 JJITUQ ^NM1 ZryNI� M 1 2U(J Y m U T JWwQ 1 z�G7j m+n fi m _wooQ 22 O A . gJ 2N ILL I ("+,� fTl niJ &^- Iz 1- mm 8°'N -SEE m'_n�W viww $ I err )- - FUTURE PALJ m Ogg WATER PLANS cFrS d TI o FUTURE R/W ) R/W cpm z o 7 al- d .+n .y0, I FUTURE R/W R� \\\ y y ,- 18'D (L5) '. $ FUTURE B FUTURE B/ 'o B -. 14+00 y 1'00'24° E_15+00 ( ^ 13+00 14+DO FUTURE B N o N 1'00'24' L3 24'D 24"D L4 ' w 8 B � I (v _ FUTURE FL FUTURE R/W �:. R/W 30' °D 30' 1 Wz $ m m n _ l - nir FUTURE R/W �= 21 "���iil rm jQ K. 'O I N O QUO QF Uo�zSS zowJ I 3w poJC� Q m O W iii V �` M 11 �roIx m A 1� U N Z LL NN Nli fASyA� \, UU - 8Z MJj� QI _� % M 1 20 «�w 1 z W .. --4T --� N60 $'.. z do U N 2 O .++ 8"W -SEE g WATER PUNS ----___ -_-Qw mw cw [� FL N v� 1 'N 1`00'247 E 24"D (L6) B 18"D u, N 1`00'`4' E 145.00' m 6S I- N R/W WATER PUNS U m Z 27 8'W -SEE FUTURE PA I 3 y "-.. WATER PLANS T I a m m FUTURE PAL / QQ I m� 356 354 352 350 348 346 344 342 340 338 336 334 332 330 28 350 356 N 01.00'24' E 15.00' 00 N 01.00'24" E 57.40' 354 W TOP OF MANHOLE 352 CENTERUNE M.H./LIH r I 356 354 352 350 348 346 344 342 340 338 336 334 332 330 28 3 SECTION $SCALE: 1" = 50' HORIZ. 1" = 5' VERT. LEGEND: 350 LEGEND (CONT.) 348 ' 00 1 FL/F.L I W TOP OF MANHOLE OL CENTERUNE M.H./LIH MANHOLE I ELEV. ELEVATION SAH SEWER MANHOLE _ _ _ CENTERLINE C.O.B. ,I it I APPRRQQXIMATE 1 FINISHED GR T.O.M. TOP OF MANHOLE CB O PI�_�!I '-- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK —, g CONSTRUCT SEWER PER C.O.B. STANDARD EL/EUEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT -- w PROPOSED WATER - SEE CWS PUN E.P. _ INV. I I EX./EXIST. _in, EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE I IRR NVQ 18'D ' li --.. _..a EXISTING WATER ,N SURVEY MONUMENT 04 PROPOSED V� & VALVE _ -__- -_� - POSTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A' J Z m W$ Z PER C.O.B. STANDARD. Z .2 2 Nm�N iz •� -WASE UNE PER C.O.B. STANDARD DETAIL S-12, Iz n UNLESS OTHERWISE NOTED. S PROPOSED2' FRAN z Z z z m v CONSTRUCT SEWER MANHOLE TYPE 'A' M SECTION LETTER �N M1 IS O hW 2 /- 0Qw� ® CONSTRUCT SEWER CLEANOUT PER B'S -UTILITY: -� U W I g mMMMM U wli EXISTING SEWER MANHOLE -1 - INSTALL INS> ALL 2500 LF mm wwylW W X11 R RCP INSTALL' 1500 LF - OF 18' 1RGJ RCPfi d m IIS _ZZ� W z `OU ZJ Oi 1% JmM W Ulli min S��yyN^t>>��� 3 SECTION $SCALE: 1" = 50' HORIZ. 1" = 5' VERT. LEGEND: 350 LEGEND (CONT.) 348 ABBREVIATIONS 316 1 FL/F.L BOWLINE R/W RIGHT-OF-WAY TOP OF MANHOLE OL CENTERUNE M.H./LIH MANHOLE 342 ELEV. ELEVATION SAH SEWER MANHOLE _ _ _ CENTERLINE C.O.B. CITY OF BAKERFlELD SDMH STORM DRAIN MANHOLE 334 T.O.M. TOP OF MANHOLE CB CATCH BASIN '-- CONSTRUCT STORM DRAIN PER C.O.B. STD. INV. INVERT GB GRADE BREAK —, g CONSTRUCT SEWER PER C.O.B. STANDARD EL/EUEV. ELEVATION S/W SIDEWALK PA PROPERTY LINE FH FIRE HYDRANT -- w PROPOSED WATER - SEE CWS PUN 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 --.. _..a EXISTING WATER Q SURVEY MONUMENT 04 PROPOSED V� & VALVE _ -__- -_� - POSTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A' POSTING GATE VALVE - -c-- - -c- - -c EXISTING GAS I PER C.O.B. STANDARD. I I' I MUM CATCH BASIN WITH 3.5' OPENING PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS RAN -WASE UNE PER C.O.B. STANDARD DETAIL S-12, EXISTING FIRE HYDRANT EASEMENT LEGEND O UNLESS OTHERWISE NOTED. S PROPOSED2' FRAN $ ® CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY EE CW SECTION LETTER I PER STANDARD DETAIL S-7. PIPE SIZE O /- ® CONSTRUCT SEWER CLEANOUT PER B'S -UTILITY: -� C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER 2 EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHORN 356 1 350 354 348 352 316 350 344 348 I 342 346 340 34'4 338 342 336 340 334 338 332 336 330 334 328 332 330 I 328 L 20�OJ LINDEN TREE AVENUE SEE SHEET 6 RIDGE FOREST DRIVE LINDEN TREE AVENUE JOSHUA TREE WAY (NOTA PAR) WAND CAVE WAYSEE SHEET 6 STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL STA. 14+20.00 C.L. TO 15+60.00 C.L. 1" = 5' VERTICAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUCTION NOTES: 01 CONSTRUCT WITH PHASE 2 15+00 16+00 356 354 352 350 348 346 344 342 340 338 336 334 332 330 326 17+00 OM -A7- Oto 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 - T - SCALE: 0' 1" = 50' 50' Too' INSTALLtT00.00_LED� I I6' P1 9 TIER 0 1. 0°: I I APPR XIMATE (SHED ,L GRAD 0 CEN UNE r I I� L 20�OJ -' I � W �xll NL �NV.8" I ' 6 I %IMA FlNISNED I !- _ I I I' I I 1 II INV ---_ _ 124b INV. I z Z r w 3 24 O aaorovl --I-- -� J Z�WZ3I Z JLLO I. i W X11 Z ♦, U d m IIS _ZZ� W z `OU ZJ zzzzl-,-1. JmM W Ulli min S��yyN^t>>��� 6 m M > ! m+rrSM f MSI I'a'' 2 Vl UNIOOO zzZ U W--- --g' K cs NSTA T N m STALL 52.15-1F ¢ m INSTALL�7AQI IF 11F INSTALL 92.2525 l OF 24"I J,� OF 24°li RGJ-RCP, m m w 400 PVC 24' -RCP RGJ=t RCP O O20% 0 011% OF R- P O - 17X 1 o m w CONSTRUCTION NOTES: 01 CONSTRUCT WITH PHASE 2 15+00 16+00 356 354 352 350 348 346 344 342 340 338 336 334 332 330 326 17+00 OM -A7- Oto 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 - T - SCALE: 0' 1" = 50' 50' Too' INSTALLtT00.00_LED� I I6' P1 9 TIER 0 1. 0°: I I r I I� L 20�OJ -' I � W ' 6 %IMA FlNISNED I !- _ I I I' I I 1 II ---_ _ I � INv 11ebdo I z J I Z ♦, W N WI47) Ulli S��yyN^t>>��� ZQ zzZ m INSTALL�7AQI IF 11F r— m w w 24' -RCP INSTALL 14&09 V OF R- P O - 17X 1 o m w 15+00 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 16+00 16+75 * CONTRACTOR TO HAVE A LICENSED SURVEYOR VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. 50' 25' SCALE: 0' 1" = 50' 50' Too' Know what's below. Call before you dig. o II LINDEN TREE AVENUE SEE SHEET 6 '- SNB & PLUG W/ PHASE 3 9 CL 5+`°T°° 20 w -IV— -- II LINE P DISTANCE Lt S 43'24726" E 20.OY L2 N 00'50'36' E 11.26' L3 N 88'5936" W 12.87' L4 N 44W13" W Q3 L5 t 20.60' L6 N 4411'49" W 21.29' 3 I 10 n �---- U4iww UpOO. Z ++ I ppowLL NNLL�,y� -FF¢, cFT3 ooaW11 I III I ti NN ZO LINDEN TREE AVENUE 15 SEE SHEET 6 45 k C.L MISTY WATER WAY 18 CANYON TRAIL AVENUE SEE SHEET 5 r 1'l1■m'm ININ 7"m CII IYOI ITRAII IAVENUE SEE SHEET 5 7m — MISTY WATER WAY STA. 10+25.00 C.L. TO 13+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 ---- -- I STALL 279.91 LF 8° PVC SEWER,6 O. -M -i - 366 364 364 IIIL -� _ _ �� 362 Wim' 3 362 J �m0]0 ���¢� 6 N b05] 360 Z 0 w v z z o c4 --- -- -w --- w. 380 J -- M r Z - 'iQ •r J- Tir oaz a��nmv wm fI 0358 is d -W 1-1358 a +; 356 356 N W N J 354iiawJwJ I o�1-¢F JwJ QF4'•wJ ' ? q i"��--� 354 352 352ADE ® TERUNE 350 350 348 348 - I 346 _I � : -'- --------- _�---� I - 346 —+ —L_. 344 —I rv. 6'S 344 342 �� 342 340 — ; — — 340 IN TALL 44[38 I 338LF OF - GJ -RCP 6 i. - r - t 338 0.47% t 3361 �- I - II 336 I i I I I 334 ---14 � --J 334 332 - 332 9+50 10+00 11+00 12+00 13+00 13+50 LINE TABLE LINE BEARING DISTANCE Lt S 43'24726" E 20.OY L2 N 00'50'36' E 11.26' L3 N 88'5936" W 12.87' L4 N 44W13" W 21.21' L5 N 45'48'11" E 20.60' L6 N 4411'49" W 21.29' ¢ oma I rn m� m I in ww`; > "'N g 3 I I /7- PROPOSED 6' BLOCK WALL (SEE WALL CONSTRUCTION PLANS) DESIGN WATER SURFACE 10'x10' D50 RIPRAP AT 18" RETENTION BASIN (SUMP) VOLUME REQ'D: 6.14 AC. FT. VOLUME PROVIDED: 6.15 AC. FT. D.W.S.: 348.50 BOTTOM ELEV.: 338.50 10'x10' D50 RIPRAP AT 18" DEPTH o� �e — — — — — — DESIGN WATER SURFACE — — — -- I 0 .x9.f N88'S9'36"W 128.28' I I ,,.N 5936"W 128. 8' \3SI3 EG I 6.0' CHAIN-LINK FENCE I � * CONTRACTOR TO HAVE A LICENSED SURVEYOR I (tililltiECONSTIlUCTIM VERIFY LOCATION & INVERT ELEVATION OF SEWER STUB PRIOR TO BACKFILL. i SCALE: 1" = 50' 50' 25' O 50' 100' L3 CANYON TRAIL AVENUE 14 Lo3�.46' i A=49'26'3L5 `13 Rg92,* a 9200 7"„64 20 02° LINDEN TREE AVENUE e=8.42.27" RETENTION BASIN DETAILS SCALE: 1" = 20' S X k ,It Uj co Z k LEGEND: LEGEND (CONlT : RETENTION BASIN NOTES: ABBREVIATIONS M CONSTRUCT RETEN11ON BASIN (SUMP) FL/F.L FLOWLINE R/W RIGHT-OF-WAY 357 TDP OF MANHOLE PER CITY OF BAKERSFIELD STANDARDS C.L. CENTERLINE M.H./MH MANHOLE FIN, ELEVATION SMH SEWER MANHOLE - --- CENTERDNE D-11, D-12, & D-13. C.O.B. CITY OF BAKERFELD 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 —, g CONSTRUCT SEWER PER C.O.B. STANDARD EL./ELEV. ELEVATION S/W SIDEWALK PAL PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S DESIGN WATER SURFACE IX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE _ --s- --- EXISTING SEWER IRR IRRIGATION STD. STANDARD - �QROPESSIO EXISTING WATER 5 FAL SNF NEPT"YF If PROPOSED GATE VALVE & VALVE Q SURVEY MONUMENT BOX - SEE CWS PLAN EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A°- c x EXISTING GATE VALVE -- - -,.- - - - -- c EXISTING GAS PER C.O.B. STANDARD. . + Y PROPOSED FIRE HYDRANT i CATCH BASINWITIi 3.5' OPENING� � � � � -MASE ONE ASSEMBLY -SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, )Y EXISTING FIRE HYDRANT TSI CI 1� UNLESS OTHERWISE NOTED. ® EASEMENT LEGEND OFCAL�°'�Pi' $ PROPOSED - BLOWOFF ® CONSTRUCT SEWER MANHOLE TWE "A" ASSEMBLY -SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE A Know what's below. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARD DETAIL 5-20. 8"S UTILITY: -' 2 Call before you dig. W -WATER S -SEWER G EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN I �S &t ;- -� - CITY RECORDS NO: � � m n > LINDEN TREE AVENUE e=8.42.27" RETENTION BASIN DETAILS SCALE: 1" = 20' S X k ,It Uj co Z k LEGEND: LEGEND (CONlT : RETENTION BASIN NOTES: ABBREVIATIONS M CONSTRUCT RETEN11ON BASIN (SUMP) FL/F.L FLOWLINE R/W RIGHT-OF-WAY 357 TDP OF MANHOLE PER CITY OF BAKERSFIELD STANDARDS C.L. CENTERLINE M.H./MH MANHOLE FIN, ELEVATION SMH SEWER MANHOLE - --- CENTERDNE D-11, D-12, & D-13. C.O.B. CITY OF BAKERFELD 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 —, g CONSTRUCT SEWER PER C.O.B. STANDARD EL./ELEV. ELEVATION S/W SIDEWALK PAL PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S DESIGN WATER SURFACE IX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE _ --s- --- EXISTING SEWER IRR IRRIGATION STD. STANDARD - �QROPESSIO EXISTING WATER 5 FAL SNF NEPT"YF If PROPOSED GATE VALVE & VALVE Q SURVEY MONUMENT BOX - SEE CWS PLAN EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A°- c x EXISTING GATE VALVE -- - -,.- - - - -- c EXISTING GAS PER C.O.B. STANDARD. . + Y PROPOSED FIRE HYDRANT i CATCH BASINWITIi 3.5' OPENING� � � � � -MASE ONE ASSEMBLY -SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, )Y EXISTING FIRE HYDRANT TSI CI 1� UNLESS OTHERWISE NOTED. ® EASEMENT LEGEND OFCAL�°'�Pi' $ PROPOSED - BLOWOFF ® CONSTRUCT SEWER MANHOLE TWE "A" ASSEMBLY -SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE A Know what's below. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARD DETAIL 5-20. 8"S UTILITY: -' 2 Call before you dig. W -WATER S -SEWER G EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN I �S &t ;- -� - CITY RECORDS NO: � � m LINDEN TREE AVENUE e=8.42.27" RETENTION BASIN DETAILS SCALE: 1" = 20' S X k ,It Uj co Z k LEGEND: LEGEND (CONlT : RETENTION BASIN NOTES: ABBREVIATIONS M CONSTRUCT RETEN11ON BASIN (SUMP) FL/F.L FLOWLINE R/W RIGHT-OF-WAY 357 TDP OF MANHOLE PER CITY OF BAKERSFIELD STANDARDS C.L. CENTERLINE M.H./MH MANHOLE FIN, ELEVATION SMH SEWER MANHOLE - --- CENTERDNE D-11, D-12, & D-13. C.O.B. CITY OF BAKERFELD 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 —, g CONSTRUCT SEWER PER C.O.B. STANDARD EL./ELEV. ELEVATION S/W SIDEWALK PAL PROPERTY LINE FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN E.P. EDGE OF PAVEMENT D.W.S DESIGN WATER SURFACE IX./EXIST. EXISTING XRW EX. RIGHT-OF-WAY TRACT BOUNDARY C/G CURB & GUTTER CWS CITY WATER SERVICE _ --s- --- EXISTING SEWER IRR IRRIGATION STD. STANDARD - �QROPESSIO EXISTING WATER 5 FAL SNF NEPT"YF If PROPOSED GATE VALVE & VALVE Q SURVEY MONUMENT BOX - SEE CWS PLAN EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A°- c x EXISTING GATE VALVE -- - -,.- - - - -- c EXISTING GAS PER C.O.B. STANDARD. . + Y PROPOSED FIRE HYDRANT i CATCH BASINWITIi 3.5' OPENING� � � � � -MASE ONE ASSEMBLY -SEE CWS PLAN PER C.O.B. STANDARD DETAIL S-12, )Y EXISTING FIRE HYDRANT TSI CI 1� UNLESS OTHERWISE NOTED. ® EASEMENT LEGEND OFCAL�°'�Pi' $ PROPOSED - BLOWOFF ® CONSTRUCT SEWER MANHOLE TWE "A" ASSEMBLY -SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE A Know what's below. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STANDARD DETAIL 5-20. 8"S UTILITY: -' 2 Call before you dig. W -WATER S -SEWER G EXISTING SEWER MANHOLE G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN I �S &t ;- -� - CITY RECORDS NO: