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Home My WebLink About1.2-7342 Ph 1, 2 & 3LEGEND: CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CIS CATCH BASIN AS JUNCTION BOX SMH SEWER MANHOLE SC6 SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY TOM, 353.21 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1k ; CONSTRUCT SEWER MANHOLE TYPE "A' PER C.O.D. STD, S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN MANHOLE TYPE 'A" PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN TYPE pA" PER C.O.B. STD. S-12 ROADP0tJt TI TLE L y Dt-ejCr�TPACHHAO 1 22I,FAIRVIEW_I$DAD l s2TE �—II—I 24t9 FLOWAGE SITE PER & DRAIN AGE BLANKETFOR D218009715 I28 , 't I REVIEWED BY: STUART J. PATTESON R,C.E NO, 44898 DATE: A?;CUT 0 25 CHEiNROAD � ! a SO NOTES & SPECIFICATIONS -I _HO K NG 4. �. wl I 3t 5. o -MCKEE ROAO TAF NII 34 �._ H.I I HWY. 6. BELTRAMI PLACE THE BEARING OF N 89'01'11° W SHOWN FOR THE TTS VOLTERA STREET & TODARO WAY CENTN[2 ��``�� o 8, W CURNDW 77.- 12 7 8 N ( 10 u�i HEREON. � f IF ';I CE MULTIPLE UTILITY TRENCH Q SEWER MAIN 4, R 5 T I? CE 4° I TYP STAMP AN "S" 5 WATERLINE 3 FACE 0�5 IN ABOVE ii15 FINISHED SWEET � SENT IETFRAL _.._ — 60" 7' MAX. pc TYR. ,O * s 7=MIN t% MIN. e LATERAL (TEP) — ti �: ti ..,, _ _ '" �--a° LATERAL (T1P) ON DEEP SEWER, SLOPE LATERALS/ `` 1SET LATERAL PROVIDING PROPER TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE ANI LATERAL IS WTHIN REQUIRED UTILITY TRENCHES TOLERANCE. NOTE: CONTRACTOR TO VERIFY THAT WATER DETAIL MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. A 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. VICINITY MAP NO SCAB`. tv z— z VACANT PAR 4 PMW 07-0768 ITEM 118091. ZONED R-1 & M-•1 LAND USE L1 7• MAX. — mi -cd c EN R 0 A D - .S1VTRACT 6332_ ®. o TRACT 6338®_.. 8K 57 P6 57 ZONED G BK 57 PG 57 "n LAND USE LR ZONED I LAND USE Lft KEY MAP W SCALE: 1" = 200° STORM DRAIN IMPROVEMENTS TI TLE TEMPORARY ENTIRE Ell FLOWAGE SITE PER & DRAIN AGE BLANKETFOR D218009715 STORM DRAIN COVER SHEET REVIEWED BY: STUART J. PATTESON R,C.E NO, 44898 DATE: STORM DRAIN IMPROVEMENTS TI TLE } STORM DRAIN COVER SHEET REVIEWED BY: STUART J. PATTESON R,C.E NO, 44898 DATE: ASSISTANT PUBLIC WORKS DIRECTOR 2. NOTES & SPECIFICATIONS 3. CARUSO AVENUE & LOMBROSO STREET 4. VERSACE AVENUE 5. VESPUCCI AVENUE BASIS OF BEARINGS. 6. BELTRAMI PLACE THE BEARING OF N 89'01'11° W SHOWN FOR THE 7. VOLTERA STREET & TODARO WAY SOUTH UNE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E. PER TRACT NO. 8, VIDIUS WAY & BRECCIA STREET 6332 FILED IN BOOK 57 OF MAPS, PAGE 57 IN ■SEWER THE OFFICE OF THE KERN COUNTY SURVEYOR 9, SUMP DETAIL WAS USED AS INE BASIS OF BEARINGS SHOWN IMPROVEMENTS HEREON. BENCHMARK USECD TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF McCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. TIE-IN T EATING SEWER (INCL. SEWER AND STORM DRAIN PLANS FOR VESTING TENTATIVE TRACT NO. 7342 PHASE 1, 2p & 3 P I N Q W A Y INDEX OF SHEETS PRIOR TO THE START OF ! ! CONSTRUCTION INSPECTION DEPARTMENT . rST 24 HOURS NOTICE.THE BECTON SUPPLIEDBE NOTIFIED AT (805) 326-3049. 2. ALL MATERIALS FOR THIS PROJECT REQUIRE4 COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF ■ HAVE BEEN MET. 3, NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 4AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RiGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASE ON A N APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ENGINEER'S STATEMENT I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS OF THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. 1 �'�"..T■PSC{1�:1Ti�Ki7lT.,��RGSI.fi��l+li�i�+_�.0.��-t.-��-R's. -®5-li DATE SHEET=� TI TLE } 1, COVER SHEET REVIEWED BY: STUART J. PATTESON R,C.E NO, 44898 DATE: ASSISTANT PUBLIC WORKS DIRECTOR 2. NOTES & SPECIFICATIONS 3. CARUSO AVENUE & LOMBROSO STREET 4. VERSACE AVENUE 5. VESPUCCI AVENUE BASIS OF BEARINGS. 6. BELTRAMI PLACE THE BEARING OF N 89'01'11° W SHOWN FOR THE 7. VOLTERA STREET & TODARO WAY SOUTH UNE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E. PER TRACT NO. 8, VIDIUS WAY & BRECCIA STREET 6332 FILED IN BOOK 57 OF MAPS, PAGE 57 IN THE OFFICE OF THE KERN COUNTY SURVEYOR 9, SUMP DETAIL WAS USED AS INE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USECD TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF McCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP LEGAL DESCRIPTION: BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF .KERN, STATE OF CALIFORNIA. e3 A } Ha "4 61 STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWD(2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5 HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UIUTIES. 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 FITINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVAIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, CUTTER, SDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ANY ITEMS IN PUBLIC FIGHT -OF -WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REWIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFlELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFlELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-6, S-7, S-8, S-9, 5-10, 5-11, S-12, 5-20, 5-22, D-9. 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMRERESSION 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 SPECIFICAIOU C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REWIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING NTT THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4, ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF 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, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFlELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC UNING SHALL MEET THE FOLLOWING REQUIREMENTS:- I.A. EQUIREMENTSi.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE ETHER CLASS IV OR CLASS V WITH WALLS "B" OR 'C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR ANNA 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 NTH 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 NTH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS. WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25'C t3 ). PROPERTY INITIAL (PAR, 1,C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN, 200% MIN, SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 25 WEIGHT CHANGE 11.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE PATH ASTM D412 USING DIE S. 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 UNION 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. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING UNE THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION. THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION . THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA M%m PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE CONNECTION UNE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT FLUSHES WITH THE INSIDE WALL OF THE RCP. THE PVC BOOT WELD STRIP SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF 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 35 (25' C 33 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, CHEMICAL SOLUTION CONCENTRATION SULFURIC ACID 20%'• SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%•" NITRIC ACID 1% - FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (UNEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL BCU NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. "VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. UNION SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E INSTALLATION OF LINING INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER. MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE CONCRETE POURED AGAINST UNING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE. SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND UNING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. IF APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE PATH 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 UNING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN UFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES O 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: ADJACENT PIPE SECTIONS. IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOOKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE 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 WED STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE. WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS, LINER SHEETS 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 WIIERE THE TYPE OF PROTECTIVE UNING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING T00 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 I.I. 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(i.E) PARA. 8 ABOVE EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS UNTIL NO FURTHER SEPARATION OCCURS DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP LASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION 'D". PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE". 4. FIELD TESTS IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PUWNG A GO -NO-GO 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON VATHOUT 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 PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, REOOMPACTED 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 5-39, 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 WIIERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5-39 AND DETAILED SECIONS 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 LENGIH 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 5-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY PATH 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 SACKFILLNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. 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 CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30') FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE CONTRACTOR SHALL PROVIDE "FIRM BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGLNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, 50 THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS DURING BEDDING AND BACKFILLING, CONSOUDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 10 CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WALL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE INITIAL BACKFILL 'BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WALL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROILING AS SPECIFIED ABOVE MERE THE TRENCH IS WTHIN 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%) RELAIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NCL -STREET AREAS BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS EACH LAYER OF 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 5-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D15%. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR THE NUMBER AND LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITINGS, SPECIALS AND CASINGS MUST BE CAREFULLY HANDLED AT ALL IMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JDINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER, PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW 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 FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALLBE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, 'TESTING PIPEUNES' 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 UNES. CARE SHALL BE EXERCISED IN LAYING OF PIPE UNES 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 PREVENING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE SEWER LATERALS SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. STAMP "S" INTO CURB FACE OVER EACH SEWER LATERAL SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE THE TELEVISION CAMERA SHALL HAVE THE CAPABIUTY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE SUBDMDER 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 UNE OR RIGHT-OF-WAY LINE PATH 30' OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT-OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF BAKERSFlELD STANDARD DRAWINGS S-7, S-8, AND 5-21 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 5-20. 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 UTIUZE 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 OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECROI 65-1.06B, *RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASINGS MUST BE CAREFULLY HANDLED AT ALL TIMES ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDAIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW 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 FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTING 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. 16. BORED/JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHAD. BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKRUED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKRILED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICAIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THE PLANS 17 UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL OREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECIONS 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 5-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL' TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 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 NTH THESE SPECIAL PROVISIONS, AND CITY STANDARD 5-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE. USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. m 360 356 352 348 344 340 336 VOLTERA ST. SEE SEPARATE PLANS till i illi II,I I!i VESTING TENTATIVE TRACT NO. 71 JO �3 Id y Oa N I =J� L2 $ O • poy I I $ a CURVE A RADIUS LENGTH TANGENT DELTA Fl./F.L r ' O'A^ RIGHT-OF-WAY 351 TOP OF MANHOLE w 1 w�"'"<2 I O I 0� I ro I z y 3 0 l 4� I s 5 r� 7 �� 'o I O. N I � O O + yail MnJ• d O -ON r' STORM DRAIN MANHOLE 4 NOy , +2 'WI - T.O.M. TOP OF MANHOLE CB pNI$N r7 Iw y $N1 ED NOI - �- NO I 'V N01 NO i Nvl yY I J) m iN a�l m OI �9 4 -NOj off Ei HW -o PROPERTY LINE D.W.S. I�N EP. EDGE OF PAVEMENT XRW V Uf Know what's below. EX/EXIST. C/G EXISTING CWS CURB & GUTTER STI. GTY WATER SERVICE STANDARD s E%ISTNG SEWER N89'I 35"W N y SCO SEWER CLEANOUT - -w- EXISTING WATER I_ 0 6 SURVEY MONUMENT /f PROPOSED GATE VALVE BOX-- SFE CWS PLAN &VALVE -- p EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A" W EXISTING GATE VALVE _._.____- Wi SCALE: 1 " = 50' 41-�Imz - - _ L1 11 I - O' 50' 25' 50' 100' I PET C.O.B. STANDARD DETAIL S-IZ V EXISTING FIRE HYDRANT VESTING TENTATIVE TRACT NO. 71 `1 0 gS 89'0 E 97zsl.s>00 —1 'iSjOp N�2'S9"E 10 I ' � 2 Jo JO �3 8 y Oa N Q N =J� L2 $ O 6 } I I CURVE A RADIUS LENGTH TANGENT DELTA Fl./F.L ABBREVIATIONS FLOWONE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE is 1 I I I I CENTERONE M.H./MH 1 �1 I z y 3 0 l 4� I s 5 6 ;w I 7 �� ;q 8 'o I oJwl =j �o 90.y1a�1O I r 0 0 SW O -ON ll STORM DRAIN MANHOLE 11 , 'WI - T.O.M. TOP OF MANHOLE CB pNI$N CONSTRUCT STORM DRAIN PER C.O.S. STD. NIQ y $N1 ED NOI - �- NO I 'V N01 NO i Nvl yY I J) m iN a�l m OI w PROPOSED WATER - SEE CWS PLAN 4 -NOj off Ei HW -o PROPERTY LINE D.W.S. I�N EP. EDGE OF PAVEMENT XRW Mme- TRACT BOUNDARY Know what's below. EX/EXIST. C/G EXISTING CWS CURB & GUTTER STI. GTY WATER SERVICE STANDARD s E%ISTNG SEWER 811 before you dig. SCO SEWER CLEANOUT - -w- EXISTING WATER I_ 0 ' SURVEY MONUMENT /f PROPOSED GATE VALVE BOX-- SFE CWS PLAN &VALVE -- p EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A" W EXISTING GATE VALVE _._.____- ^O SCALE: 1 " = 50' 41-�Imz - - _ _- _ - _ -__^n W PROPOSED FIRE HYDRANT„ ASSEMBLY - SEE CWS PLAN - O' 50' 25' 50' 100' I PET C.O.B. STANDARD DETAIL S-IZ V EXISTING FIRE HYDRANT I� 6 I EASEMENT LEGEND lei `1 0 gS 89'0 E 97zsl.s>00 —1 'iSjOp N�2'S9"E 10 I ' � 2 Jo JO �3 8 y Oa N Q N =J� L2 $ O 6 } I I CURVE A RADIUS LENGTH TANGENT DELTA Fl./F.L ABBREVIATIONS FLOWONE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE o m � CENTERONE M.H./MH MANHOLE I -_ IT I�z 7.92 3.96 6" SEWER V,89 -02'59'W ' 17250' 589.0759"E tRinn I LOMBROSO ST, SEE RIGHT } s lil ----To--- - i o - M �yoMOuotoOMw< 1lIINa�5oZd' _NmI•.d�m,ti} IIII I'1I WHQ�-QN II I rn I1i FzWyppoa1f.NeY�a$>^O nUoo oWo1IfIl 9(MIuoAri.I.oZ$M I�'lI SM^ooo2M tII1I dh-$Ao.ooM I1IIdmoqr-oM0 IIII N$a-p 1IItNo Z- --- -I1TI $f/IZ----Q�"'�,++1• ___-rcg2Oa. o �llN�rcndo2ol-_-_.Ir1II Me�owoOo_ �ti<$rcrcm�ffvyo> I n Cd— pMOq Mto r;A oM en nb mW g + m $ o ` 0 -o 0.1m.s 12 ++222 21 _0 20 18 16 15 14 13 45FU` 2 b I N IH IJIa-F 1 1 I I 1 �m� I 5.0' VOLTERA ST. LOMBROSO SEE SHEET 7 SEE RIGHT CARUSO AVENUE STA. 10+00.00, C.L. TO STA. 18+79.60 C.L SCALE: 1" = 50' HORIZONTAL VERSACE AVENUE SEE SHEET 4 PIH A S E 3 I I �'I ....� I., '-P ASE 1 1 o I I 13 I I i I N I I I II I to I I SEWER MANHOLE NO. 13 --� - STA 9+95.00 C.L. 5.OBLT. = I STA. 9+95.00 SEWER i I " I G INTERSECTION 6 STA 18+79.48 C.L CARUSO AVE a L _ - _ - - - - _ STA t$+78.65 C_L OMBROSOS' e o I _ g FL B" SEWER N00'56'27g"E 288.69' I �T • • 10+ rt+�l�-ras. I �+�. 11+00 12+00 I INTERSECT16------------- STA. 10+00.00 CL LOMBROSO ST = I , I OG � WATER c--; - � GRp��p%®A 1ER NE $ ' bE - -- ! I Iwv 6 WA, [API-- NVERT 6 SEWER o N . m 04 io j J. aD o U z I.m - Z INVERT ' SENEI� Yla . J _ Z N'S I a INVER 6" �f INVFRrt 8" � 3 w_-� � J� 222 �m J UO O'^aN I I yyU11n +MM y y W INVERT 24GRAN _ , I Iw -O-FNSTALL 1028 LF 1.00R )NST 00.F OF 6"�EWE0.00%INSTALL48OF 8" ;EWER ® IN- — )NST 17250 OF 6' SEWER 1.00R wN w w I i I i I I I I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00, C.L. TO STA. 18+79.60 C.L carTsle�cr'p 119= saaM� SCALE: 1" = 50' HORIZONTAL co•S.�•D--9 1" = 5' VERTICAL LINE TABLE LINE F LENGTH BEARING L1 95.62 S89' 30' 1243'E L2 45.97 S89' 02' 58.86"E 360 360 356 356 352 352 348 348 344 344 340 340 336 336 334 CARUSO AVENUE SEE LEFT I I 1 yl r N F-- 1 A I I rmnT I I i 2 m I I p. L I SEWER MANHOLE N0, 18 TA 2+8.69 CL5.00LT 112+89STA FL. �5• L- -- STA 17+30.02 C.L VERSACE AVE VACANT FUTURE PARK VERSACE AVENUE SEE SHEET 4 — LOMBROSO STREET STA. 10+00.00, C.L. TO STA. 14+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 STA. 10+00.00 C.L. TO STA. 14+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 360 356 352 348 344 336 334 LEGEND: I LEGEND (CONT.): CURVE TABLE I CURVE A RADIUS LENGTH TANGENT DELTA Fl./F.L ABBREVIATIONS FLOWONE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE C.L. CENTERONE M.H./MH MANHOLE -_ C1 1000.00 7.92 3.96 0.45 ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. ll STORM DRAIN MANHOLE , - T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.S. STD. PHOXIM TE FINIS ED GRADE BREAK �- INV. INVERT S/W —.—S— SIDEWALK CONSTRUCT SEWER PER CO.B. STANDARD EL/ELEV. ELEVATION FH FIRE HYDRANT -- w PROPOSED WATER - SEE CWS PLAN PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE EP. EDGE OF PAVEMENT XRW EX RIGHT-OF-WAY ---------- TRACT BOUNDARY Know what's below. EX/EXIST. C/G EXISTING CWS CURB & GUTTER STI. GTY WATER SERVICE STANDARD s E%ISTNG SEWER 811 before you dig. SCO SEWER CLEANOUT - -w- EXISTING WATER SURVEY MONUMENT /f PROPOSED GATE VALVE BOX-- SFE CWS PLAN &VALVE -- p EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A" W EXISTING GATE VALVE _._.____- EXISTING EDGE OF PAVEMENT SCALE: 1 " = 50' PER C.O.B. STANDARD. CATCH BASIN WITH 3.5. OPENING W PROPOSED FIRE HYDRANT„ ASSEMBLY - SEE CWS PLAN .�,,, .,,� r<xr PHASE ONE O' 50' 25' 50' 100' PET C.O.B. STANDARD DETAIL S-IZ V EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. EASEMENT LEGEND I a 2" BLOWKIFF ® CONSTRUCT SEWER MANHOLE TYPE "A” ASSEMBLY SEE CWS PLM) SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER - 8°S—UTOTY: - — - - C.O.B. STANDARD DETAIL 5-20. 2 CS) SEWER MANHOLE I SHEET WHERE BECTON IS SHOWN ` 1_ . ~/ 9 1sT �s d i. 1 _ 2EXISTING rL i I it i m y M w.. rn U Z y" .j W Z• �� o 06 rz INVERT 1I!" DRAIN + 3QW Y W _. m #41 W w d 1 INSTALL 988.69 LI. OF 8" EWER ® .25R 10+00 11+00 12+00 13+00 STA. 10+00.00 C.L. TO STA. 14+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL 360 356 352 348 344 336 334 LEGEND: LEGEND (CONT.): CURVE TABLE CURVE A RADIUS LENGTH TANGENT DELTA Fl./F.L ABBREVIATIONS FLOWONE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE C.L. CENTERONE M.H./MH MANHOLE • C1 1000.00 7.92 3.96 0.45 ELEV. ELEVATION SMH SEWER MANHOLE - - - CENTERLINE C.O.B. CITY OF BAKERRELD SDMH STORM DRAIN MANHOLE , - T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.S. STD. T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W —.—S— SIDEWALK CONSTRUCT SEWER PER CO.B. STANDARD EL/ELEV. ELEVATION FH FIRE HYDRANT -- w PROPOSED WATER - SEE CWS PLAN PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE EP. EDGE OF PAVEMENT XRW EX RIGHT-OF-WAY ---------- TRACT BOUNDARY Know what's below. EX/EXIST. C/G EXISTING CWS CURB & GUTTER STI. GTY WATER SERVICE STANDARD s E%ISTNG SEWER 811 before you dig. SCO SEWER CLEANOUT - -w- EXISTING WATER SURVEY MONUMENT /f PROPOSED GATE VALVE BOX-- SFE CWS PLAN &VALVE -- p EXISTING STORM DRAIN ® STORM DRAIN MANHOLE TYPE "A" W EXISTING GATE VALVE _._.____- EXISTING EDGE OF PAVEMENT SCALE: 1 " = 50' PER C.O.B. STANDARD. CATCH BASIN WITH 3.5. OPENING W PROPOSED FIRE HYDRANT„ ASSEMBLY - SEE CWS PLAN .�,,, .,,� r<xr PHASE ONE O' 50' 25' 50' 100' PET C.O.B. STANDARD DETAIL S-IZ V EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. EASEMENT LEGEND a 2" BLOWKIFF ® CONSTRUCT SEWER MANHOLE TYPE "A” ASSEMBLY SEE CWS PLM) SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. PIPE SIZE ® CONSTRUCT SEWER CLEANOUT PER - 8°S—UTOTY: - — - - C.O.B. STANDARD DETAIL 5-20. 2 CS) SEWER MANHOLE W -WATER S -SEWER G -GAS SD -STORM DRAIN SHEET WHERE BECTON IS SHOWN ` 1_ . ~/ 9 1sT �s d i. 1 _ 2EXISTING 02 01 m m =y, m INSTAL OF' 16.70 8° RCP - INSTA� 45.55 I.F I_CNGTII 0 0.55%- 75.89' 1..2 S 31°05'22" E 18.14' L3 S 55°35'22" E 45.55' ro N 3410'56" E 18.03' L5 S 89'30'12' E 42.50' LB S 89'30'22" E 42.50' i.a '4iilc ua z waw I a3mz �WR M'< tom M m w J 9 N 89'30'22" `N o p cF L10 N 89:30'12' 4t' 84.54' L11 x) 56.00' zJ z< rj 4 z zzz p w> tn = O Z n --? -I- U 2 t¢Otw 4 < Ax MW w 4 --4 ow i 'j U n w _- ___---p'Vo F.. 4 y - Y 1 C5 yt 1 APPROXIMATE EIN1SHk GRACE , +731 a I INVERT INVER DRAIN I .-_._ A _ _ __.Wper_ ITT 8° S MR K -i m go mi ml KM NEI m iiW 9m. M. mf 368 364 364 360 360 356 356 352 352 348 348 344 344 340 1 340 340 B SECTION 4 SCALE: 1' = 50' POINTS, 336 1" = 5' VERT, 332 328 p I •5- X _g ----l- 9 X-- L10 I X f 29,p0'i C h ® q 1 J L6 I J LSI \ �-.f X'--- -X 6A' CHAIN-LINK '1 `\ ( i VOLTERA ST, SEE SHEET 7 II I it i Ms III +r I r I � _ _ N �m III y a"� it II �•_ m j oS N® �Nif fl » __... - _'_ I •Nm iz=vi ®I Yb I e -b I r -o I -mu"x a ry mJPI a �b j' la=b x JJ a .m ra am ai ai I Jo t -'a ¢31 0 L,- 0 I S a umr_!' W Immr = I IBJ®2 $MIM I QM M b� I- R29 o. a b �n b� ® a �� W- n� w a;w rw a a o o nm ® W+*+l zciNa `T"J ® ¢ $ W �� 25 I gw26 �m27 I: 28 130aI M�31 7 M° I 8 I. g mm� YFm® �o Milm "'x`m M° m" M° In `. k' m¢ of oiw w + m 4 ¢ M ` 1 - t . t �! t%S 1 . K- i -! w a' S m w I m M- 1 -a IS m m W I Es" r - I Q <' I m �, m H W � I m w m^ Ian• z o 0 rcJ ( T— I�'on- 05'! 4`+ N I .na 1 N I w ro -' a Nw W W m z � •_ no YH�HN� - �i w (�+ € m mo fio o® ro. �fv Ikiry .rl N ��1 N �:1: iiJ ®N N F a; ,¢ zm x z a a o 6= I '_N tai. w ! f-': *-`_ d w � w+ m EtJ m +z +o ho <vo ,:s »o ma 'mm' a cS ci ++r' oca`io `r .ao m o z W y Y q I _a I =z I �� I ^� I `� I a �$ F rqi ^g _�4 aUrU�� PARK �I�gI a I I m I� i� `°' 'Ym o m mom. , a I m t < < ZONED A --20-A x�^ z�E Y+ QP' I Tn I vYi I in 7 m ! m 3 I cn z¢!� "x®{ r- I r Iv- V) i N 6' m -F N J S° Ni B m m t� E q � -m o I 4 <! 0. 0. i $ ib b- i_.t'M11�1� UrJL .iz DA aw j (aI 30"SD_- N89'30'S4'W � '�, ' ._-.-._...._ - e:: 1 "-' o --__-.... .:� �-__ i .-.. �.. ''I _._ __--•.__._ -_.-,..____....meq +_ 9 4 85' " 2 75+ FI -1 78`SD S89°30'12'E f6+OD 242.21' `-' oR. '6'm4i L1 ........ .— ..__-.-...--..__._. ` 98100 99+00 20+00 21+00 89.30'12" W 454.85, + - I -_ _ _ - -..._ -# _ _ € 098 $ , S89'30'12°E 474.04' ? - r 8 - N a93G'i2" W 275.17' g- _ ur 1 `3 &' SEWER N89° 0' 12'W 227.45' � �, B" - 1 s .S'w SEYkR NB 3 Y2"W 8 22J.44 .n o a - } 8' SE �� I u I ...� Sa930'12'E & 9 I 53 •� \ m "SEWER $° FL l , 58 30 2 E 252.84' � ! 1 6 ®� SEWER S89°3092 I a ,r 9 E 900. I J �, / i wa I �4 � t r 1 � 1 m � ¢ I � I� I� .h- I Q rc F ar (� !� pJl ¢ 1 W F- Iw __ _-�...I a �- .....OY � -.®.- � IN 0 1 "a' m 1 rr a _8 Boz R b o ( I i z 1 I zJ a a m w I IE 1 a a o b d 1 a a 0 C b I b x h o - z a b b i S oib W a _ a w b ai - N a o J m o ol- - a® z n i+. 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',. ^� r, ..._.._! ,,_. .I_.; ,_. i vYim ys'� I m 1�{ ij Ei Ian T I I I I I P IH A S E TODARO WAY SEE SHEET J VERSACE AVENUE STA. 10+00.00, C°L. TO STA, 22+04.03 O.L. SCALE: 1" = 50' HOR17^ONTAL I INSTAR 77.3 kF___ _. ____-____-.____.__ �_._ -__ -7' --. ---- -..-INSTALL. 75.89. OF 30" RCP 0 1,15% INSTALL 45485 LF Of 34' RCP D. 12% TA -L 242.1 OF OF 18 R P 0 0. 2% F 98" MCP ®092% Cn c kC O O T W 1 O W $ 2I_._... ---. --_ -- "- S t* __... _ __-S _y' '1 .R Ili _ _ w ,3[ (JS Z .... Z--- — .rl S Ml M fV - ......_.-_ . .-.. • W 4 2' Z _l OJ ¢ Z z ow >gym- °Z U 2 _ Z ! R - _.--Q •.-aro W '---- -__ _..__... - ,A T �- *+ ' W W Of v1 I_Z Z IX O 1 'Z_ _ � 'cam-�. __ �C$Z 4�UNi! °tea z: aV$'a"MJMM I ----. : ZO nbbx +MMq _- �_.- .% MMM, `# a w' . >;;G �.'{Ij.{'S� - : cs ft' > ryes ofww LLx ! , _--. ��M�a�'+m Mww .> m ww 4 S4T JI`A 4# 1 y 0�a VIC T- - I PROXIMATE F NI k7} TEMPORARYl' __ _ __ __ RAD W CEN ERUNE @,CENTERU._ 3 SUMP 4 a i ._ i._.... GRAD S@tCE ERUN n L �rI l I 1 MVERT. B' INVERT 6.SEWER ... ... 2 [N T 5° ., ft .-.-.. INVER 8' SEWER _. SEWE INVERT 87TR 2 2BTM, Y. 3386 -- . INVQtT 07 DRAIN IN T 9a AIN ._.-- r r r NVEftr 30" DRPN Q ro m ro p. w a J z= t 1 a zJ -- z. T JW)>� RE ---.. f7-ZY4-L}> :,.Q ,>Z ,>Za _ �I U'> .. -- J w z > - Z W to fh a Z m1O Cl M1h.. II— .y anv _ }am+ g?MIM M`�3+M�?f+y Mx., CC+il1 aW>- - '-- W4w ! mx�W s¢w}t>�i WJ n W ----. V! _.. wow FtY- N d$ N w W iw w 4 ' ---� W ✓al W - W w w INSTAUI 1 W.0X IF OF I`4- w INSTALL27.44 LF OF 8" 0. 5% INSTALL 227.44 LF GF 6T SEWER -0.25 4NSTALL 265.93 LF OF 8 SBYkR 010.259 - '.. 6' SE RID -1.Op% m w 9+00 C DETAIL 4 TEMPORARY SUMP 1"=30' i rI Mn HE m i 328 I r ' 10+00 11+00 12+00 TEMPQRARY SUMP CALCULATIONS: IIVOLUME REQUIRED: 0,398 AE t AREA: 6.33 AC, C=0,42 (6.33)(0.42)(0.15) = 0.398 WE �-_---- -- VOLUME PROVIDED: 0.408 AF �� ....— (AD AREA(MID) 0.051 AC .--. 1 CHAIN-LINK FENCE - - -- 1 0.051 X 8.0° = 0.408 AF - s N REACH BYRON WATER SURFACE BOTTOM SELEVJ 0 SECTION f 4 TEMPORARY SUMP SCALE: N.T.S 13+00 14+00 15+00 16+00 17+00 18+00 STA. 10+00.00, C.L. TO STA. 22+04.03 C.L. SCALE: 1" = 50' HORIZONTAL I' = 5' VERTICAL LEGEND. LEGEND (CONT,) ABBREVIATIONS FL/F.L FLOWUN£ R/W RIGHT-OF-WAY 351 TOP OF MANHOLE C.L. CENTERLNE M.H./MH MANHOLE ELEV. ELEVATION SUN SEWER MANHOLE - - — - CENTERLINE C.O.B. CITY OF BAKERFIELD SDMH STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.G.B. STD, TAO TOP OF CLEANOUT GR GRADE BREAK INV. INVERT S/W SIDEWALK —' S CONSTRUCT SEWER PER C.O.B. STANDARD EL,AELEV. ELEVATION FH FIRE HYDRANT —.. w PROPOSED WATER - SEE CWS PLAN PA PROPERTY UNE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY ®®- ®-®--- TRACT BOUNDARY EX./EXIST. EXISTING CWS CITY WATER SERVICE _ EXISTING SEVER C/C CURB &GUTTER STD. STANDARD SCO SEVER CLEANOUT EXISTING WATER NX SURVEY MONUMENT iA PROPOSE® GATE VALVE & VALVE _ __ __. BOX - SEE CWS PLAN EXISTING STORM DRAIN STORM DRAIN MANHOLE TYPE °A' [v EXISTING GATE VALVE _ .,i ---.- EXISTING EDGE OF PAVEMENT PER C.O.B. STANDARD. CATCH BASIN WITH 3.5' OPENING PROPOSED FIRE HYDRANT PHASE LINE MirPER C.O.B. STANDARD DETAIL 5-92, ASSEMBLY - SEE CWS PLAN ' UNLESS OTHERWISE NOTED. EXISTING OS ED 2' HYDRANT® EASEMENT LEGEND BLOWDIFF To CONSTRUCT SEWER MANHOLE TYPE 'A° S ASSEMBLY - SEE CWS PLAN PER C.0.11 STANDARD DETAIL S-7. SECTION LETTER 0 CONSTRUCT SEWER/—PIPECLEANOUT PER SIZE ®®®- - A C.O.B. STANDARD DETAIL 5-20. 8 S_--UHUTY: 2 W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS SD -STEM DRAIN SHEET WHERE SECTION PS SHOWN 19+00 20+00 I_IN`- TABI-F LINE $ IR APING I_CNGTII LSI S 8930'12" E 75.89' 1..2 S 31°05'22" E 18.14' L3 S 55°35'22" E 45.55' L4 N 3410'56" E 18.03' L5 S 89'30'12' E 42.50' LB S 89'30'22" E 42.50' L7 S 00'29'42' W 14.00' 1..6 S 00'29'42' W 14.00' 10 N 89'30'22" `N 84.50' L10 N 89:30'12' 4t' 84.54' L11 S 00°29'42" 'If 56.00' L12 N 00'29'42" E 56.00' t 1 21+00 Know What's below. all before you dig. CONSTRUCTION NOTES: 1� CONSTRUCT NTH PHASE I CONSTRUCT WITH PHASE 2 3 CONSTRUCT PATH PHASE 1 REMOVE WTH PHASE 2 4 SNB & PLUG NTH PHASE 1 & EXTEND V47H PHASE 3, CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STUB PRIOR TO BACKFILL. SCALE: 1" = 50' 50' 25' 0' 50' 100' W o' m'. O� n i ar r; 3 va � BOUNDARY 4 i mmmmmm C5 t 1 21+00 Know What's below. all before you dig. CONSTRUCTION NOTES: 1� CONSTRUCT NTH PHASE I CONSTRUCT WITH PHASE 2 3 CONSTRUCT PATH PHASE 1 REMOVE WTH PHASE 2 4 SNB & PLUG NTH PHASE 1 & EXTEND V47H PHASE 3, CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF STUB PRIOR TO BACKFILL. SCALE: 1" = 50' 50' 25' 0' 50' 100' f`Jnl Mf ♦ W R1*i'i `N °X I�JI b I I i I I dMd 4 N I s Z w Mn JO w -a Jm O� Jd NI h kb doh d u'P it FY, ,o h- n �- brvi € �'m IJa I I I <JWw W ui p$"�y. z to li ii JO �- w c_cs �� s> GiJ�" o p'o �i Psl ww I Dema 1 ao 1 0 !gib �g�PtiwazP mj - Ir^ry J8 a I Wa zN a,Iza ! of o I -' ,' ilb I ®w 045 NSI m 46 NR 47o.l bn ow oar been Pai-I-i s:.av .I. o .h Nw ofN bN .¢J (J}iJ SrvIbN Iz a`"!�P'1 ! cs o z bP `-� o °' ai of I o 1 J b ttJ • N O ai N O mi- Os "F 2 { ® I Oi SJ W w m'xees O a O m m ai Ci J Vt O emv Oi d 5 2ca a d a 7n.1 .Lvl r °,,° ai w o; �� N s n `.°' m w aI w ,v w .m mil Q ! mw I 48 I 5a I� ��mJ�j°®a - z3 3� NI 3o I d�_ 17I 26 I V5 �4 �3 2 O� m G5+ ® 4 �• NaF n ' "V 6 w Nm 6"' J '� N Ns $cv (Wj •W mom® 6 a'- SiN® N• 4 �00� } n0 I.. m Cs'8 4mJJ C 2..v' nOY 4m' W 'O ml m INw 58iw Ia d I n m I n min$ o fv d 1 Fti 3 N m ; z +z ! w N ! mow' 1,6w I®a a'i»o'�z4n °- II ®•- m fA 9) mmlm 1 m �,: i.,_ Sm`I m a" `v- ®- x "`- N`v o� N° Wait- o i m' I m'P® i I mw InaP .�' ow Afd n 1� Y. rc5• S`+ a! zm �''d z �,, ei® , rv. +'a N PIS rdoI "eo In 1 ob n a -t a z--�r 4- o So% a l t,� = c4i 1 +m a iv I c"�1 m al + I ' r z z o 1 y-• Z Z O I a M [O -`4. '� [G O C3tm } 8 } z x¢ i a ! 'a, of N Vl K .- N} }G }6 tTd to O -P44^4 J�. 2 WZ +Z 6W n- w f- h2 42 '"c {my 4n O {.O O m!Y ^Z I N T2 P] IWf~II 1.. �-. 4Z4 V! -F dll m W d ! d ' Q° d d 2 in o r`s- ¢ d vwi +i -ie r d ce vwi d IS SEWER BN89 6°17W 300A0' T+00 s "'I I 12+011 8° SEWER NEPAL 2°W 1 +00 388.89° F -- _ _ / N8O'30'f2'W a t ° N�n EL I V, J \ to/ ., E a _� ��ae • I � W I� 1 �� Iw ( _ +-d I Lm Iz 1 {® U� ® m� CY 61 M� Ing I�� IMS IMS IM® 44 J _I 43 I®42 ISM 41 140 Un39 3 �; owool cid Iqw IOW fr»'w MW ka~'w �a pg,-? aN+�I 1k8 `8 cn mz 3¢al {m .-^. imz Irnz Irnz ltnz KIM ml MycaUmmm R' ISgg30'7{t12-"E�2-05.-C Ft 1 rrEELi IIIIIIIII VIDIIfS WAY SEE SHEET 8 I I Q wI + ea I t m 1 11 I p, y4 NI CC! tf? 0 L1 L2 LEGEND: 49.E-2' 38.64° LEGENDCONT, -- APPROXIMATE 110 C, p..Ca W CP V6 amd 8 GI t no a RIGHT-OF-WAY WOO �IN SJ m0 M O M73 +. a 1'"m a e;i TI n r4i m Imo �yU,1 37m; o 361 1 < 321 33 Qm 34 ]JSw Z Jin �w M f GCJ ano ®WuL cl$I 37 +y.l vpw �N av 'Y`:W6 +µP N 0. w CITY OF BAKERREL.D SOMH STORM DRAIN MANHOLE ��I�� Iwo T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.0.9. SIU. NO,a�� ti a �t T.O.C. TOP OF CLEANOUT GB GRADE BREAK 3 44 ��— I} I --_ .. 344 INV. I e-4flVI s CONSTRUCT SEAR PER C.O.B. STANDARD I i I f I< r 1 �a 3 SOI dl PROPERTY LINE IT.W.S R' ISgg30'7{t12-"E�2-05.-C Ft 1 rrEELi IIIIIIIII VIDIIfS WAY SEE SHEET 8 I I Q wI + ea I t m 1 11 I p, y4 SEE SHEET 8 VESPUCCI AVENUE STA, 10+00.00, C.L. TO STA, 21+87.88 C.L. SCALE: 1" = 50° HORIZONTAL NI CC! tf? 0 L1 L2 LEGEND: 49.E-2' 38.64° LEGENDCONT, -- APPROXIMATE 110 ABBREVIATIONS 348 FINEGNED GRADER 348 FL/FL FLOWUNE RjW RIGHT-OF-WAY 51 TOP OF MANHOLE m � M O O 1'"m CENTERLINE M.H.jMH MANHOLE 0 o 1 < I EtJ ® , UU356,u1 drmi ai all 36Iq cl$I 37 al 38� ! ml 39 awl 81 40 Imw41 w CITY OF BAKERREL.D SOMH STORM DRAIN MANHOLE < T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.0.9. SIU. NO,a�� ti a �t T.O.C. TOP OF CLEANOUT GB GRADE BREAK 3 44 ��— I} I --_ .. 344 INV. I e-4flVI s CONSTRUCT SEAR PER C.O.B. STANDARD I i I f I< FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN �a a SOI dl PROPERTY LINE IT.W.S al I f _IN 18" DR N E.P. EDGE OF PAVEMENT XRW EX. RIGHT -O --WAY ®®®®®®-®® TRACT BOUNDARY INVERTI EX./EXIST. EXISTING CMS CITY WATER SERVICE 340 8° SEV&Ti __. - ___' 3a CJG CURB & GUTTER STD. STANDARD SEWER EXISTING I I SC() SEWER CLEANOUT 4, EXISTING WATER rj SCALE: I- = 50' HOMIER. CIL SURVEY MONUMENT M PROPOSED GATE VALVE A: VALVE BOX - SEE CWS PLAN __... _..__._ ,._ EXISTING STORM DRAIN 1" = 5 VERT. STORM DRAIN MANHOLE TYPE °A° a EMBLE GGATE VALVE '% - EMIEDGE OF PAVEMENT 1 1 J PER C.Q.B. STANDARD. m ul �4 a — I n 00 CATCH BASIN WITH 3.5° OPENING PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN , PHASE LINE LIJ4D 4 g Lu h p $ PER C.O.B. STANDARD DETAIL S-12, `f EXISTING FIRE: HYDRANT EASEMENT LEGEND `J SEE SHEET 8 VESPUCCI AVENUE STA, 10+00.00, C.L. TO STA, 21+87.88 C.L. SCALE: 1" = 50° HORIZONTAL LINE TABLE '_INE # BEARING IF-NCTH L1 L2 LEGEND: 49.E-2' 38.64° LEGENDCONT, -- APPROXIMATE 110 ABBREVIATIONS 348 FINEGNED GRADER 348 FL/FL FLOWUNE RjW RIGHT-OF-WAY 51 TOP OF MANHOLE m � M O O CIL CENTERLINE M.H.jMH MANHOLE 0 o 1 < EIEV. ELEVATION SMH SERER MANHOLE -- CE_NTERUNE -- - C.O.B. CITY OF BAKERREL.D SOMH STORM DRAIN MANHOLE < T.O.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.0.9. SIU. N ,y ti a �t T.O.C. TOP OF CLEANOUT GB GRADE BREAK 3 44 ��— -._ I --_ .. 344 INV. INVERT S/W SIDEWALK s CONSTRUCT SEAR PER C.O.B. STANDARD I i ELYELEV. ELEVATION EH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN i PJi PROPERTY LINE IT.W.S DESIGN WATER SURFACE I f _IN 18" DR N E.P. EDGE OF PAVEMENT XRW EX. RIGHT -O --WAY ®®®®®®-®® TRACT BOUNDARY INVERTI EX./EXIST. EXISTING CMS CITY WATER SERVICE 340 8° SEV&Ti __. - ___' 3a CJG CURB & GUTTER STD. STANDARD SEWER EXISTING S SEC110N I SC() SEWER CLEANOUT 4, EXISTING WATER rj SCALE: I- = 50' HOMIER. CIL SURVEY MONUMENT M PROPOSED GATE VALVE A: VALVE BOX - SEE CWS PLAN __... _..__._ ,._ EXISTING STORM DRAIN 1" = 5 VERT. STORM DRAIN MANHOLE TYPE °A° a EMBLE GGATE VALVE '% - EMIEDGE OF PAVEMENT 1 J PER C.Q.B. STANDARD. m ul �4 a — I n 00 CATCH BASIN WITH 3.5° OPENING PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN , PHASE LINE LIJ4D 4 g Lu h p $ PER C.O.B. STANDARD DETAIL S-12, `f EXISTING FIRE: HYDRANT EASEMENT LEGEND `J in f UNLESS OTHERWISE NOTED. 2 O PROPOSEDBLGWOFF CONSTRUCT SEWER MANHOLE TYPE °A° ASSEMBLY SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. SIZE CONSTRUCT SEWER CLEANOUT PER/—PIPE B S—UTILITY, _E C.O.B. STANDARD DETAIL S-20. W -WATER S -SEWER X54 EXISTING SEWER MANHOLE G -GAS SO -STORM DRAIN SHEET MERE SECTION IS SHOWN LINE TABLE '_INE # BEARING IF-NCTH L1 L2 s 5O'11°04° I_ S 46'29'09' E 49.E-2' 38.64° a B WE i RIP mm I s N V 110 w m � M O O m =4r 0 o 1 < � N W m < r N ,y ti a �t i _77F -i -- I I I i N i >i I f ' I di f i I r] 1 J a.r m ul �4 a — I n 00 � m m n CL At w LIJ4D 4 g Lu h p $ i m `J in f I — IT i -my I 0�1 0 27 I J 28 Mit awl A AUTHORIZEDADIN6,d/t w .o l a mi n q AGREEMENT AREA v m o zo ri R' 9A, m 2G rn W W 11+0 6' EWEft N893012 W 111.49` _.._V i Q O o� EL EL h o KIM m m M. m d f 1 ! ! 1 W am 10 �o ®s, 1. M 34 1_ of M� 30 1 R9,31 14M32 1Q a 33 a Mffi35. >h1 Ao 1 mw m w� N eCRI a 1+ INz Inz Inz t� '11 ... ...---- i--4 f �--f00-....-_I --_5 W30 rT iS11- _ (_ i-- _ Wwl w�IN� I Wti Na w 26 $i 25 ®®� „24 1 23+. 1 22 I w21 N enzk N N$IG I I BRECCIA STREET 1775€E H7E T° VB it vWi I 1 T QI�Ic¢i i ABBREVIATIONS o I moo! 1r 45 FL/F.L 'f $M1 o4m f[ m ur I o y; „�: c7 ca aw Nw 2 tom, m �; ry m Itim f Fow CQNSTRUCIMN NATES. d®i qo W TAW IS! 1 12 12 ¢n i V,a 0 VIz6 (~n2' -CCIA STREET M TOP OF CLEANOUT GB GRADE BREAK F e ED E, � BELTRAN PLACE 16+00 - -4 - P H A S E 1 V _ P H A S E 2 1 =� 1 Wa Y, la7 M 1 4m �� . "3 w4 Igm 5 7,6 E! I 8 Mm� m 9 - 1 1Jf tI Ne. tz fw 1 Nom!®? "o i li IWC I m n g 1® w IOPINION �{O LL�Jp 9GQj O� I'. No WO 'po 1 mz P +z !w_z I otrz 'cn+en ^a I Az p aN ! d 1 d 1 d 1 d k 1I..V 28,6?` a I z ZR - I L ---j--_ XIMATE-4TNtSf! T- -' --- ---. --- ^I _ � PROXI TO FINISHED --- I I' j GRA E CENTERLINE -. 1 I _ � w I 8° WATER I I L---_ IJ x ..� INVERT 1DRAIN--"" 2 INVERT 6' SEER A� 1 —_..._ INVERT INYER�' 8" SEWER INVERT 8 SEWER � -.w 3 3 2 S m <) .'U} m m ro --¢iFl uo'i, 6 rn a CS V> w O ts a z zzz zo,°V°�.- ___..- ._ . --.• c" o- o w m. '-i,niln w z OR M. O+M —• W1�} •-hbll �,,.. F7 M] Qlt] 4 W 6 WW � .-.. ^ KNM W S ---J. W W W W m ui INSTAR. 111.4`f LF G+---' 1 ----. --.-- ---." ----. -. --- t.... .. ..._ -- 6" EEWER 4 1.O6W - IN TAIL 4(52.11 LF 8 SEWER 0 -0 65X --. -_.-. - --- INSTALL 397.92 4F OF 8 INET 184.6 fE OF `SEWER � -1.00% "' W L N WWmw 1 1 ' —.. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STA. 10+00,00, C.L. TO STA. 20+80.12 G.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - m im ME m 9m LEGEND:, LEGEND CONT.) 1 I ABBREVIATIONS o I o l a { o FL/F.L FLOALINE R/W N®i N Two m ur I o y; „�: c7 ca 1 E1 N I rs a' f ®f= I + 20 m 19 + 18 ry ELEVATION SMH SEWER MANHOLE CONTENTING CQNSTRUCIMN NATES. + IFjI �w "N W TAW IS! 1 12 11 ¢n i V,a 0 VIz6 (~n2' -CCIA STREET M TOP OF CLEANOUT GB GRADE BREAK SEE SHEET 8 e ED E, � BELTRAN PLACE INVERT S/W STA. 10+00.00, C.L. TO STA. 20+80.12 C.L. SCALE: 1" = 50' HORIZONTAL. EL/ELEV. ZR - I L ---j--_ XIMATE-4TNtSf! T- -' --- ---. --- ^I _ � PROXI TO FINISHED --- I I' j GRA E CENTERLINE -. 1 I _ � w I 8° WATER I I L---_ IJ x ..� INVERT 1DRAIN--"" 2 INVERT 6' SEER A� 1 —_..._ INVERT INYER�' 8" SEWER INVERT 8 SEWER � -.w 3 3 2 S m <) .'U} m m ro --¢iFl uo'i, 6 rn a CS V> w O ts a z zzz zo,°V°�.- ___..- ._ . --.• c" o- o w m. '-i,niln w z OR M. O+M —• W1�} •-hbll �,,.. F7 M] Qlt] 4 W 6 WW � .-.. ^ KNM W S ---J. W W W W m ui INSTAR. 111.4`f LF G+---' 1 ----. --.-- ---." ----. -. --- t.... .. ..._ -- 6" EEWER 4 1.O6W - IN TAIL 4(52.11 LF 8 SEWER 0 -0 65X --. -_.-. - --- INSTALL 397.92 4F OF 8 INET 184.6 fE OF `SEWER � -1.00% "' W L N WWmw 1 1 ' —.. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STA. 10+00,00, C.L. TO STA. 20+80.12 G.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - m im ME m 9m LEGEND:, LEGEND CONT.) 1 I ABBREVIATIONS o I o l a { o FL/F.L FLOALINE R/W RIGHT-OF-WAY ty�l�g 14 1 1R11 MANHOLE m ry ELEVATION SMH SEWER MANHOLE CONTENTING CQNSTRUCIMN NATES. 17 6 I 15 TAW IS! 12 11 L LF wo _._. CONSTRUCT STORM BRAIN PER CO.8. STD. +113 M TOP OF CLEANOUT GB GRADE BREAK e ED E, � 1 INV. INVERT S/W SIDEWALK ®' $ CONSTRUCT SEWER PER C.D.B. STANDARD EL/ELEV. ELEVATION FH FIRE HYDRANT --- w PROPOSED WATER - SEE CWS PLAN STUB & PLUG WITH PHASE 9 EXTEND WITH PHASE 2 TO HAVE SURVEYOR VERIFY V P/L PROPERTY LINE. D.W.& DESIGN WATER SURFACE LOCATION AND INVERT FIEYATION OF STUN PRIOR ANDCONINVERT E.P. 1 / ZR - I L ---j--_ XIMATE-4TNtSf! T- -' --- ---. --- ^I _ � PROXI TO FINISHED --- I I' j GRA E CENTERLINE -. 1 I _ � w I 8° WATER I I L---_ IJ x ..� INVERT 1DRAIN--"" 2 INVERT 6' SEER A� 1 —_..._ INVERT INYER�' 8" SEWER INVERT 8 SEWER � -.w 3 3 2 S m <) .'U} m m ro --¢iFl uo'i, 6 rn a CS V> w O ts a z zzz zo,°V°�.- ___..- ._ . --.• c" o- o w m. '-i,niln w z OR M. O+M —• W1�} •-hbll �,,.. F7 M] Qlt] 4 W 6 WW � .-.. ^ KNM W S ---J. W W W W m ui INSTAR. 111.4`f LF G+---' 1 ----. --.-- ---." ----. -. --- t.... .. ..._ -- 6" EEWER 4 1.O6W - IN TAIL 4(52.11 LF 8 SEWER 0 -0 65X --. -_.-. - --- INSTALL 397.92 4F OF 8 INET 184.6 fE OF `SEWER � -1.00% "' W L N WWmw 1 1 ' —.. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STA. 10+00,00, C.L. TO STA. 20+80.12 G.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - m im ME m 9m LEGEND:, LEGEND CONT.) ABBREVIATIONS TONL FL/F.L FLOALINE R/W RIGHT-OF-WAY 519 TOP MANHOLE C£NTERUNE M.H./MH MANHOLE BEV. ELEVATION SMH SEWER MANHOLE CONTENTING CQNSTRUCIMN NATES. C.D.B. CITY OF BAKERFTELD SURD STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE ON CATCH BASIN _._. CONSTRUCT STORM BRAIN PER CO.8. STD. CONSTRUCT WITH PHASE I T.O.C. TOP OF CLEANOUT GB GRADE BREAK INV. INVERT S/W SIDEWALK ®' $ CONSTRUCT SEWER PER C.D.B. STANDARD EL/ELEV. ELEVATION FH FIRE HYDRANT --- w PROPOSED WATER - SEE CWS PLAN STUB & PLUG WITH PHASE 9 EXTEND WITH PHASE 2 TO HAVE SURVEYOR VERIFY V P/L PROPERTY LINE. D.W.& DESIGN WATER SURFACE LOCATION AND INVERT FIEYATION OF STUN PRIOR ANDCONINVERT E.P. EDGE OF PAVEMENT XRW EX RIGHT-OF-WAY ®------® TRACT BOUNDARY O BAOflL EX.jEXIST, EXISTING CWS CITY WATER SERVICE CJG CORE &GUTTER STD. STANDARD -_ - --s ___... _.__._. EXISTING SEWER SCO SEWER CLEANOUT .-_. _ v; EXISTING WATER SURVEY MONUMENT IQ PROPOSED GATE VALVE & VALVE _- BOX - SEE CAN PLAN - _.--._... EXISTING STORM DRAIN STORM DRAIN MANHOLE TYPE `A° \ EXISTING GATE VALVE - EXISTING EDGE OF PAVEMENT PER C.O.B. STANDARD. CATCH BASIN WITH 3.5' OPENING PROPOSED FIRE HYDRANT _ ASSEMBLY - SEE GWS PLAN . ,i.m PHASE LINE 4e PER C.Q.B. STANDARD DETAIL S-12, ti{ EXISRNG FIRE HYDRANTSCALE: 1" = 50' UNLESS OTHERWISE NOTED. EASEMENT' LEGEND b PR 2' OLDWOFF 50' 25' 0' 50' 100' CONSTRUCT SEWER MANHOLE TWE °A" ASSEMBLY - SEE CWS PLAN SECTION LETTER BMW ME PER C.O.B. STANDARD DETAIL S-7. PIPE SITE A Know haysbelow. CONSTRUCT SEWER CLEANOUT PER C.0,8. STANDARD DETAIL S -2O. 8"S—NPE SII W -WATER S -SEWER 2 gg [ before you dig. 45j EXISTING SEARS MANHOLE G -OAS SD -STORM BRAIN SHEET WHERE SECTION IS SHOWN _ _ VACANT - FUTURE RESIDENTIAL PAR 1 PMW 07-0742 717NED R-1 i! O w u'qs n iIp J a 1) 0 2 �U JIfI 4J 1JMJ i I �QMM 2 �"{ I GO :n_ k'c¢n QJ a ®-I za SJ zry ii n j 1 T4 a I z zti i ciww W`3 >5 ¢ 1a _J -i aad �l m<iUG1 g ztiti z� �i8J0 0BIT! ato PZZM" ) is o+ u`ri'ac'n �.-. U Z •k C1 in 6i ''Y" a-' in �} b Ci �.. u+o �� 1 cwt ll i �Ow'¢ ,3zw G, , �.. ; . Y ®® �2m ® m INSTALL �S.i9 LF xsa5IX9LF 384 OF ke RCP 0 138% hv, --_-�-' NOO`56'24'E - ,.^ 80.89 1Z3' S0 {- =� ® +OO Cv i2+DO 298.42' 1 $• 'ah.. y av `t 11 j _ _I_ ,r _. nn l--_ ._tip-'-� ,3F.� 38.26" 94+00 it W 1 N 360 �M—J tyNm �i 360 L1 tB" SD m �ol 8" SER NOO 56'24"E 294.38' v L4I18 N�58'24"E I 1 e> 11 ?`0 ®® ----._ _ �_ _._ -. _.... ... Qi Z .w 2 i Odd' -O Z d_j zZ o fv f'f - •-� 6 .-__ y .til :`> 356 owSMww ¢wM 356 39 o�¢ a3 �� Fes* GO I, aw' a ,o�� w,..m zo I 20 m -, ¢ w 1' W c+ I . M a w O'. ;" j - A u4 p w U zdw Niw '50 �0.� '` , K[ M r I �"p'M> S� m Z I �I 1 orya''s '! 3 _7 4 v w ¢ wN _ �__ ELI 352 �q• - 352 u �� 5y in 'iP 0` mom Uw7a, . .6 I �+ 19� Or24 w 36 a348 APPROXIMATE LUJJ a �W�fiJ u mm i� i I �i vv z INVERT B' ° .M Fl IiEn GRADE VERSACE AVENUE CARUSO AVENUE SEWER, 7--. -........I SEE SHEET 4 SEE SHEET 3 m mm mm / SECTION i SCALE: 1" = 50' HORIZ. 1" w 5' VERT. ff"M all ml m m M Nur .run M m VOLTERA STk 10+00.00, 50' k ON - ml m 9m Em VESPUCCI AVENUE VERSACE AVENUE "� I SEE SHEET 5 SEE SHEET 4 +/ I G i _® + Z .i it ¢q W O; :U } I r> r Z 1f z' (` ca t.c.141 0 0 " aI m 34 rr is � z Nf zJ ¢ av e GO J 28 UI p za s i I v M,6 1 LIJ 33 38 0+ Us OK 29 � fl1 N t FIL J 24` SD 500'29°d8W 2+00 28&00 a I 1 37 -� —=-- -- _`= 30 1 +n NI n 8" SEWER NOOGGL EE 268.00' 1 S®NOO`284$ E m I 36 53 32 m m n r P H A s E 3 F{ P 13 A S E 2 i z� OJ - _ a. e - _ - ...... _ - _ 'Z t2 :: I Ozao .m x• P H A S E 1- x .a �� ( a I $ 1 GV 32 '++ NLJ , I (� w[ 1g1j 31 I 10 w" I '1 o ___•'n®__ ,gym 1 N N i 4W(k¢�I ( 6, (t `__'e"®__®- ( {IW f VESPUCCI AVENUE VERSACE AVENUE SEE SHEET 5 SEE SHEET 4 { u I „ LINE A it STALL 80.89 LF L1 INSTALL 246.42 LF' OF 24",, RCP 0 0.95% 1-2 12+00 13+00 INSTALL 38.28 IF '_3 ' ' L4 N 89'31'17°' E STA. 10+00.00, m CONTRACTOR TO VERIFY LOCATION AND 348 APPRI�AIMATF atAOE-___-< ___-- ___-- 3 24! Rm 8093 F t" = 50' HORIZONTAL INVERT OF EXISTING STORM DRAIN LINE e, z , „jz3w cs ,OF 1 ENGINEER OF ANY DISCREPANCIES '�a^vn G,. z LEGENDS LEGEND_CONT ZM ' 344 Aa��xEAao�s Ing - z ' L FLOWHNE R {W zoz�l 3b1• a--°- TOP OF MANHOLE E:._ C. F, }j —TV. Tj-1 INVERT 98° !RAIN INVERT - 18' AIN � C.L CENTERLINE M.H./MH MANHOLE OXV. ELEVATION SMH SEWER MANHOLE �gl�m ' --. --..-- CENTERLINE CO.B. GUY OF BAKERIFELD DOWN STORM DRAIN MANHOLE Q.....00.0 , f --- 1 { 2N M�d� CATCH BAUM CONSTRUCT STORM DRAIN PER C.O.B. STD. to rnmm k MMM dam._ a^ ce O+MM°S'M wCNeIM S CONSTRUCT SEWER PER C.O.B. STANDARD t SEC110N INV. wn' SIDEWALK 7 SCALE: 1" = 50` HORIZ. EL/ELEV. RFVAWN EH .FIRE HYDRANT - w PROPOSED WATER - SEE CWS PLAN 1" = 5' VERT, b+q'�n1 PROPERTY ONE D,W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY } — TRACT BOUNDARY EX,VIST, EXISTING CWS It A z 4 EXISTING SEWER CJG CURB & CUTTER STD. STANDARD w° .-A EXISTING WATER C6) SURVEY MONUMENT WEPROPOSED ECATE VALVE CWS PLAN & VALVE - -. p__ ____- EXISTING STORM DRAIN °�� § F'w n EXISTING EDGE OF PAVEMENT PER C.O.B. STANDARD. ME t>w�w FIRE HYDRANT ASSEMBLY ASSEMBLY -SEE GAS PLAN '"'* •--'� PHASE LINE PER C.O.B. STANDARD DETAIL S -k2, EXISTING FIRE HYDRANT EASEMENT LEGEND � UNLESS OTHERWISE NOTED. E PROPOSED 2' BLOWGFF ��y) CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY - SEE CWS PLAN SECTION LETTER It PER C.O.B. STANDARD DETAIL S-7. "PIPE SIZE A CONSTRUCT SEWER CLEANOUT PER /-- 8"S—*-WAT: ----® __E C.O.B. STANDAR! DETAIL 5-20. W -WATER S -SEWER (Y) EXISTED SEWER MANHOLE ff MEET WHERE SECTION i5 SHOWN WA 7[R ® APPRCIXIMATE I INCHED GRADE CENTERLINE < 8'� WATER e ' Pi E( INVERT B° SEVEN° r irr 1 O i -. -- EXiBi DRAIPg 24T DRAIN 24' ,))RAIN o _ 4 I INVERT 4" � �I ¢_ Of 3 INVERT 24' OF AN I 's i 1fy'+, w 3 IS w z zz i W 2Z N M I I 4 CC ta ,g CE I W INSTALL 294.38 OF 8" WER W I-0.25% ml m 9m Em VESPUCCI AVENUE VERSACE AVENUE "� I SEE SHEET 5 SEE SHEET 4 +/ I G i _® + Z .i it ¢q W O; :U } I r> r Z 1f z' (` ca t.c.141 0 0 " aI m 34 rr is � z Nf zJ ¢ av e GO J 28 UI p za s i I v M,6 1 LIJ 33 38 0+ Us OK 29 � fl1 N t FIL J 24` SD 500'29°d8W 2+00 28&00 a I 1 37 -� —=-- -- _`= 30 1 +n NI n 8" SEWER NOOGGL EE 268.00' 1 S®NOO`284$ E m I 36 53 32 m m n r P H A s E 3 F{ P 13 A S E 2 i z� OJ - _ a. e - _ - ...... _ - _ 'Z t2 :: I Ozao .m x• P H A S E 1- x .a �� ( a I $ 1 GV 32 '++ NLJ , I (� w[ 1g1j 31 I 10 w" I '1 o ___•'n®__ ,gym 1 N N i 4W(k¢�I ( 6, (t `__'e"®__®- ( {IW f VESPUCCI AVENUE VERSACE AVENUE SEE SHEET 5 SEE SHEET 4 { u I „ 3! 3, 3< 3A 3, I I 14 NSTALL 288 OO LF OF ;z4" RCP.0 0,24 - in Z Q (fl O � I® i } J trdc O N N I OO Z Z x I m, . i `� ¢ Z _ T z 6 ryin in in N �` _.. o+� ca+ fOn 'ya> y+yy - w in w J Lw+J 12 _ 1 'APPROI MATE FINISHED.... 1 ..... T GRADE gi CENTERLINE , 8' WATER , I , 8 WA77{E , T , INVERT �" SEWER ' j I a -.- IN T 24' PRA 1 j ''1 I-. W Z r'' Z J W >H W S6 ` r I o E16 -z w zz Nn _... .. _.{.. _.._ ..._ z m o. _.-. in M M ( Qi fai n i) www INSTALL 268.00 UP OF 8'', SEWER -0.25%... w w 10+00 11+00 12+00 13+00 STA. 10+00.00, C.L. TO STA. 12+78.04 C.L. SCALE: 1" = 50' HORIZONTAL i" = 5' VERTICAL LINE TABI._E LINE A BEARING LENGTH L1 10+00 11+00 1-2 12+00 13+00 14+00 '_3 ' ' L4 N 89'31'17°' E STA. 10+00.00, OL TO STA. 14+23.63 Cl. ?K CONTRACTOR TO VERIFY LOCATION AND 348 APPRI�AIMATF atAOE-___-< ___-- ___-- 3 SCALE: t" = 50' HORIZONTAL INVERT OF EXISTING STORM DRAIN LINE iHNISHED j i" = S' VERTICAL PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES LEGENDS LEGEND_CONT 344 ° 344 Aa��xEAao�s ' L FLOWHNE R {W RIGHT-OF-WAY 3b1• a--°- TOP OF MANHOLE E:._ C. F, }j —TV. Tj-1 INVERT 98° !RAIN INVERT - 18' AIN � C.L CENTERLINE M.H./MH MANHOLE OXV. ELEVATION SMH SEWER MANHOLE ...-- ' --. --..-- CENTERLINE CO.B. GUY OF BAKERIFELD DOWN STORM DRAIN MANHOLE T.O.M. TOP OF MANHOLE OB CATCH BAUM CONSTRUCT STORM DRAIN PER C.O.B. STD. T,0^C, TOP OF CLEANOUT OR GRADE BREAK S CONSTRUCT SEWER PER C.O.B. STANDARD t SEC110N INV. INVERT SJW SIDEWALK 7 SCALE: 1" = 50` HORIZ. EL/ELEV. RFVAWN EH .FIRE HYDRANT - w PROPOSED WATER - SEE CWS PLAN 1" = 5' VERT, PA PROPERTY ONE D,W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY �__®®®®®® — TRACT BOUNDARY EX,VIST, EXISTING CWS CITY WATER SERWCE EXISTING SEWER CJG CURB & CUTTER STD. STANDARD SCO SEWER CLEANOUT EXISTING WATER C6) SURVEY MONUMENT WEPROPOSED ECATE VALVE CWS PLAN & VALVE - -. p__ ____- EXISTING STORM DRAIN STORM DRAIN MANHOLE TYPE "A" FROOM GATE VALVE EXISTING EDGE OF PAVEMENT PER C.O.B. STANDARD. ME CATCH BASIN WUI 3.8' OPENING FIRE HYDRANT ASSEMBLY ASSEMBLY -SEE GAS PLAN '"'* •--'� PHASE LINE PER C.O.B. STANDARD DETAIL S -k2, EXISTING FIRE HYDRANT EASEMENT LEGEND UNLESS OTHERWISE NOTED. E PROPOSED 2' BLOWGFF ��y) CONSTRUCT SEWER MANHOLE TYPE 'A' ASSEMBLY - SEE CWS PLAN SECTION LETTER PER C.O.B. STANDARD DETAIL S-7. "PIPE SIZE A CONSTRUCT SEWER CLEANOUT PER /-- 8"S—*-WAT: ----® __E C.O.B. STANDAR! DETAIL 5-20. W -WATER S -SEWER (Y) EXISTED SEWER MANHOLE G -GAS SD -STORM DRAIN MEET WHERE SECTION i5 SHOWN 3! 3, 3< 3A 3, I I 14 NSTALL 288 OO LF OF ;z4" RCP.0 0,24 - in Z Q (fl O � I® i } J trdc O N N I OO Z Z x I m, . i `� ¢ Z _ T z 6 ryin in in N �` _.. o+� ca+ fOn 'ya> y+yy - w in w J Lw+J 12 _ 1 'APPROI MATE FINISHED.... 1 ..... T GRADE gi CENTERLINE , 8' WATER , I , 8 WA77{E , T , INVERT �" SEWER ' j I a -.- IN T 24' PRA 1 j ''1 I-. W Z r'' Z J W >H W S6 ` r I o E16 -z w zz Nn _... .. _.{.. _.._ ..._ z m o. _.-. in M M ( Qi fai n i) www INSTALL 268.00 UP OF 8'', SEWER -0.25%... w w 10+00 11+00 12+00 13+00 STA. 10+00.00, C.L. TO STA. 12+78.04 C.L. SCALE: 1" = 50' HORIZONTAL i" = 5' VERTICAL LINE TABI._E LINE A BEARING LENGTH L1 N 5G'59'26" IT 33.82' 1-2 H 44'!6'43' W 21.19' '_3 N 89'+3'36" `N 15.00' L4 N 89'31'17°' E 2&01'- CONSTRUCTION NOTES: V CONSTRUCT MTN PHASE 1 02 CONSTRUCT iNTH PHASE 2 /Tt STUB & PLUS WITH PHASE 2, EXTEND WITH PHASE 1 lJ CONI iACCOR TO HAVE SURVEYOR VERIFY LOCAPON AND INVERT ELEVATION OF SNB PRIOR TO BACKFILL m m ME "f. FWA 364 360 356 352 348 344 364 360 356 352 348 344 L_Ja7l a.� .tc:i -INST VRS4 BE INSTALL '15.13 LF '.. SEWER MANHOLE OF F' BOB OF 1B' RCP I 40 O 0.37% STORM DRAIN COMO STORM DRAIN MANHOLE 8 MANHOLE 30 41 N CATCH BASIN a o JS u w� RIGHT OF WAY w Zn w O II w zJ + flan 29 .. _ ♦J J N`� O wwy .z z `w Js zzia z Z w N �w 0 YJ J x -j w xmi- °Pv-vmi,. MZ J f. +2<nN"¢en' m �j 28 rf _—__.�..,-- A 'gid 436 ow ° w w �W' ww U _t n w w 27 I N W ❑+"� M µNw. nvEn"'in V� 4wI�W m w fJw z. CP`.i tip,. 9 Iw ,W d• „d;3 APPRO MATE I• — j, flNISH GRADE ks3• .. L,• � i � 0 CEN CINE A1 i � 7 W ,L INVERT 8' WA R , '*? fy ImVHRT j 18' D AIN to urc�Nry I I SEVEN J B SECTION $ SCALE: 1' = 50' HORIZ. 1' = 5' VERT. 364 360 356 352 348 344 364 360 356 352 348 344 364 360 356 352 348 344 340 336 332 BELTRAMI PLACE VESPUCCI AVENUE SEE SHEET 6 SEE MEET 5 EI ji ' G0a I t I JL t E I wz 22mp ' I opt 4 1 I j l cen J r- m �o W 34 Z• Ot_ Zai 1 JJ I J J p� ( mtiw 2..3 "grvi O a xj CIO _' ✓ .4 if ut0 aY fn—te,i rR Nm 1 ®,Q ^Ur .r aY +nI'. w`a � i �..... , I- NN !,, 34 _ 1, {7d. L1 18' SD L3 : ,n inti ti . F j ( z m my NPO € 8` SD _= 2- ( Jr ra• sD s '3x27°w s$.32' + j - - - _ -. 24" SD 503b2'ti6'W ` L 0.23° ¢II 210" SD N05'3730€ _ 1_ 6� B. SEWER N00'29'4$"E I G• 1 %tiS ._ __ _ so37ra6°w 2 �, � ' - ® Lij {may a q uJ 35 BI S2 BI 6 7 o z o� II W mm y TJ7 ,U1 Pf + A. $ e i zU'd-"m'--- J J-+ pci zu>w _ p N ma .LL Z v p:n eo ai4 W S 1 j 3io m n ,mo mad -1a I AD ,:nW, I 3¢¢I I -4-I- v.,[4z a2 . { I i+mza iwn Ni I m,n 6 aW �' 36 BEL FIRM PLACE VESPUCCI AVENUE SEE SHEET 6 SEE SHEET 5 BRECCIA STREET STA. 10+00.00, C•L. TO STA. 14+81.56 C.L. SCALE: 1" = 50' HORIZONTAL I ' I '._----- _ __.- ___. --___ __ R 9� . __.. 4• _ OF 8" 'INSTAU] 220.2 LF OF DOE 00,1 I _. CENTERLINE 31 SEWER MANHOLE INV — BOB 40 a STORM DRAIN COMO STORM DRAIN MANHOLE 8 MANHOLE 30 41 N CATCH BASIN ELEV o JS u RfW RIGHT OF WAY SGP STREET CONSTRUCTION PLAN QI zJ + flan 29 .. _ Ir gW+ 42 ZtAiW ®.- Z • �w 0 YJ > x -j w F ti MZ J f. zJn � �j 28 rf _—__.�..,-- A 436 4 { _. ' 9 W »i .- 27 I 328 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00, C.L. TO STA, 14+81.56 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CENTERLINE INSTALL 9fi.3; SEWER MANHOLE INV INVERT BOB SEWER CLEANOUT SO STORM DRAIN COMO STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV o JS JUNCRON BOX RfW RIGHT OF WAY SGP STREET CONSTRUCTION PLAN QI zJ I '!n"''In'': 3g .. _ ..,, PHASEUNE 0_o -z Cr Gf ZtAiW ®.- Z • �w 0 YJ > x -j w a +' MZ J w 1 0 zJn � 2Z2Z A 4 { _. ' 9 W »i .- LlR w� I N m o+m om ❑+"� M µNw. nvEn"'in V� 4wI�W m w fJw z. CP`.i tip,. 9 Iw ,W d• „d;3 _`9,x 9 — j, q i_ mp �, p ks3• �� j a'o i � 7 W .Z 8' WA R , '*? fy ' : ABBY CARTE F1hISHEO iq p M CRAKE @ CENTERtJNE , I_ 2 INVER 18' DRAIN,/ 1 INVERT 24` DRAIN vs w r°i1ia w w w $` SEVER..... j ,.. . kDER ..,,y1.o _.. INSTALL 136.77 OF 8" SEWER & -6.35% kw INVERT Ir o roTnm zJ j µ ¢i _ Q JJ mmt9 I z z I +VVY} "i ro IM ! W J W US W W W i 4 W wwlw IN5TAIJ.. 174.Tt IF OF 0 'SEWER INSTAU.i207.30 OF 6` W 0.25% - 328 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00, C.L. TO STA, 14+81.56 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL m 364 360 356 352 348 344 340 �— 336 332 328 15+00 *CONTRACTOR TO HAVE SURVERYOR VERIFY INVERT ELEVATION PRIOR TO BACKFILL 44 CoAt rw 7 t�IpF .m — —s—CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.N. STD. S-7, 0 CONSTRUCT SEWER CLEMENT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAW MANHOLE TWE 'A' PER C.O.B. STD. S-7. IS, CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. S-12. X X CHAIN-LINK FENCE LINE 1ABLE CENTERLINE SMF! SEWER MANHOLE INV INVERT BOB SEWER CLEANOUT SO STORM DRAIN COMO STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING CB CATCH BASIN ELEV ELEVATION JS JUNCRON BOX RfW RIGHT OF WAY SGP STREET CONSTRUCTION PLAN QI 363'2 LTM' OF MANHOLE/TOP OF CLEANOUT ELEVATION ■ ■ ■ ■ 2 ■ ON TRACT BOUNDARY .. _ ..,, PHASEUNE INE CENTERLINE ®.- m 364 360 356 352 348 344 340 �— 336 332 328 15+00 *CONTRACTOR TO HAVE SURVERYOR VERIFY INVERT ELEVATION PRIOR TO BACKFILL 44 CoAt rw 7 t�IpF .m — —s—CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.N. STD. S-7, 0 CONSTRUCT SEWER CLEMENT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAW MANHOLE TWE 'A' PER C.O.B. STD. S-7. IS, CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. S-12. X X CHAIN-LINK FENCE LINE 1ABLE LINE # BEARING LENGTH L7 N 71°04'48° E 10.40' L2 N 8425'27" W 25.00' L3 _L$_._. W Y 73'06'29" F. 89.4903" 6.24' SECTION DESIGNA'RON: �ciuAa (EiiF.R SHtTT V%iBtE SEC'IF1R1 IS SrIfYMd 2 VESPUCCI AVENUE P H A S E 1 SEE SHEET 5 t I ^ - -- - - - -- - - --A . 22 QI I Q .`+ p INE ®.- • I > C3OR a +' w 1 0 zJn � N r N I 21�i� P VERT 8" SEWER 356 352 348 344 340 336 8 SEWER IN3a 45"E - 136.77' 9 19 s »ry o� � l `r ZQ 1 OL 'S ix i rc Ed $ S w I � 8 uai id I 0 I ^ T n n 44 1 it I . 1 rai n h 1 4ia 45 - I z 46 '.0 U= f t15 Z N m m. 2 VIDIUS WAY STA. 10+00.00, C.L. TO STA. 12+69.51 C.L. SCALE: 1" = 50' HORIZONTAL Im - - ♦ rr ^ - -- - - - -- - - --A 1 I '...':. APP�IOXIMATE' FINISHEDSEE— INE ®.- • I Y I � P VERT 8" SEWER Stz C3 „d;3 — o �� zv} a'o W .Z I' iq p M r°i1ia w w w ' RNSTAL,L '17.84 CF �' - ® j INSTALL 136.77 OF 8" SEWER & -6.35% 6' SEWER 10+00 11+00 12+00 STA. 10+00.00, C.L. TO STA. 12+69.51 C.L. SCALE: 1" - 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUC11ON NOTES: (D CONSTRUCT WITH PHASE I EXTEND DEVELOPMENT O O HAVE SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF SELL PRIOR TO BACKALL a 356 352 348 344 344 336 ♦ rr CONSTRUC11ON NOTES: (D CONSTRUCT WITH PHASE I EXTEND DEVELOPMENT O O HAVE SURVEYOR VERIFY LOCATION AND INVERT ELEVATION OF SELL PRIOR TO BACKALL a 356 352 348 344 344 336 WV -A N r P M,/\," 0 r' 0 / ! :., r r'1 1 rj o :'J i tc)N D R— l 1\,71-- 1 1 t , 1-` S Ll I ; E X PA 1�' S 101``1 I III L w IIS 11 LEGEND:�' I z.o% 5 CONSTRUCT SEWER PER QTY STANDARDS 356 I ._ 356 ! nTalaamPAD ABBREVIA770NS j 12° ACCESS ROA6 x CL CENTER€TN'e SSEAT SEWER MANHOLE CONSTRUCT SLASH MANHOLE Imo_ 1585 T(} !a82' ACCESS{IROAD INV INVERT SCO SEWER CLEANEST �J TYPE 'A' PER C.O.B. STD. S-7. TJ7 SD STORM DRAIN SDMH STORM DRAIN MANHOLE 352 _. 352 2�°t MH MANHOLE EXIST EXISTING CONSTRUCT SEWER {M.EANOUT <2.00% --__Z6 2°5 2911% CB CATCH BASS ELEV ELEVATOR � PER C.O.B. STD. 5-20. T = B SEC11ON TREE�BOATTD- i .._. $ BACK OF LOT TO SUMP US ANCHOR BOX R/W RIGHT OF WAY SCALE: 1"-18" SCP .SiFiEf PIAN _. ____ ___ CONSTRUCT STORM DRAIN PER CITY STANDARDS .— — —SUED ISCOURN S57_,__._ CDRSTRDCR015 _... SO t 77 348 CONSTRUCT STORM DRAIN j f .11 . 363.22 TOP OF MANHOEJTDP OF QEANOUT ELEVATION * MANHOLE TYPE 'A* PER C.O.B. STD. S-7. - -� DESIGN WATi72 SURFACE CONSTRUCT CATCH WAIN 344 344 TRACT BOUNDARY 7T TYPE 'A' PER C.O.B. STD. S-12. PHASEUNE s�cno�sGNA_ 340 3aa Know what's below. - DETaTERLLNE SEDDOd LLT Cal I p before OU dig. ® 2 _ -- _BTM_EL.EY. 33778& y 336 �. _. SCALE: 1" = 20" SHEET WHERE SECTION IS SHOWN --- - 20° YC• 0° RETENTION BASIN 1 61 SCALE-- 1' - SY HORIZ P=5° VERT.