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HomeMy WebLinkAbout1.2-6352 Ph 1 & 2 Only Record DrawingVK*M MAP NO SCALE CITY OF BAKERSFIELD LM PRQIECT CALIFORNIA a BffE KERN COUNTY SEWER AND STORM DRAIN PLANS 0IF� FORImm REVISED VESTING TENTATIVE TRACT NO. 6352 PHASES 1 THROUGH 5 S LEGEND: R,Y,���1-�. ABBREVIATIONS CL CENTERUNE INV INVERT SO STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.O.M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION EA PHASE BOUNDARY STORM DRAIN IMPROVEMENTS TOTAL THE BEARING OF NOO'32'24"E, SHOWN FOR THE EAST 18" STORM DRAIN LINE 1749 LF UNE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 1211N 36" STORM DRAIN LINE 576 LF THE OFFICE OF THE KERN COUNTY RECORDER, WAS 42" STORM DRAIN LINE 808 LF USED AS THE BASIS OF BEARINGS HEREON. 48" STORM DRAIN LINE 15 LF TYPE "A" CATCH BASINS 10 EA LEGAL DESCRIPTION: STORM DRAIN MANHOLES 13 EA JUNCTION BOXES 3 ililll■■ IL99A�li'_Illl_ BEING A MERGER AND RESUBDIVISION OF A PORTION OF PARCEL 1 AND ALL OF PARCELS 2 AND 3 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 74 OF PARCEL MAPS AT PAGES 120 AND 121, IN THE VK*M MAP NO SCALE CITY OF BAKERSFIELD LM PRQIECT CALIFORNIA a BffE KERN COUNTY SEWER AND STORM DRAIN PLANS 0IF� FORImm REVISED VESTING TENTATIVE TRACT NO. 6352 PHASES 1 THROUGH 5 S LEGEND: R,Y,���1-�. ABBREVIATIONS CL CENTERUNE INV INVERT SO STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.O.M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION EA PHASE BOUNDARY �..�..�..�..� TRACT BOUNDARY s CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. ❑J CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STD. D-17. �fr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. w WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS SCALE: 1" = 200' ODENOTES SHEET NUMBER SECTION DESIGNATION: SECTOR LETTER INDEX OF SHEETS 2 SHEET TITLE SHEET MIIDIE SECTION Is Slowx 1. COVER SHEET 2. NOTES & SPECIFICATIONS MULTIPLE UTIUTY TRENCH fL SEWER MAIN 3. HIGHLAND KNOLLS DRIVE R 6' r ILL R 4. KRISTA VINEYARD WAY 4 TYP STAMP AN 'S" 5' WATER INE 4 5. TURNING LEAF LANE TYP. mi IN FINISHED STREET 3 6. OLD WOOD DRIVE SEVER LETERAL GRADE 36" TON 7. SEEDLING WAY I sD 7' MAIC TYP, 0 7' MAX. 8. SUN ORCHARD DRIVE, * BRANDYWINE WAY & 1% MIN. IR MLN. DRY PORT WAY 4' LATERAL (TYP) \ ' %' -'-4" LATERAL (TYP) �5 ON DEEP SEWER, SLOPE LATERALS �\ SET LATERAL PROVIDING PROPER TO LOT UNE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTIUTY TRENCHES TOLERANCE. NOTES. CONTRACTOR TO VERIFY THAT WATER DETAIL MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS V15TAMH 15e,,,je-zE•J 3EuIE12- # FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, '3E 41 IA I0 A THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. �,a1yE5 -To - THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN 0-F A,57 STJITz@�1ED CROSSING OVER THE WATERMAIN. t y I r 5� �TOTZ, 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: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 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. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED, 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, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION LAND SUCH CORRECTIONS REFLECTED ON CQWECTED PLANsAiJ�mITTED TO THE CITY 8<<5-0 33322 DATE EXP. 6-30-18 IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. t APPROVED BY: NICOLAS FIDL.ER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED R,Y,���1-�. (� 6" SEWER LINE 8 —31- Z01 ,.:...- LF ASSISTANT PUBLIC WORKS DIRECTOR O,T ZYK6I3mi, a:16�2 SEWER IMPROVEMENTS TOTAL BENCHMARK: 6" SEWER LINE 283 LF U.S.G.S. Y-292, ELEVATION = 78257 8" SEWER LINE 4771 LF B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET 4" LATERALS 4033 LF SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY STANDARD MANHOLE 12 EA 178 AND LENE PLACE. STANDARD DROP MANHOLE 3 EA SEWER CLEAN OUT 2 EA TEMPORARY CLEAN OUT 3 EA BASIS OF BEARINGS: STORM DRAIN IMPROVEMENTS TOTAL THE BEARING OF NOO'32'24"E, SHOWN FOR THE EAST 18" STORM DRAIN LINE 1749 LF UNE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 1211N 36" STORM DRAIN LINE 576 LF THE OFFICE OF THE KERN COUNTY RECORDER, WAS 42" STORM DRAIN LINE 808 LF USED AS THE BASIS OF BEARINGS HEREON. 48" STORM DRAIN LINE 15 LF TYPE "A" CATCH BASINS 10 EA LEGAL DESCRIPTION: STORM DRAIN MANHOLES 13 EA JUNCTION BOXES 3 EA BEING A MERGER AND RESUBDIVISION OF A PORTION OF PARCEL 1 AND ALL OF PARCELS 2 AND 3 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 74 OF PARCEL MAPS AT PAGES 120 AND 121, IN THE OFFICE OF THE KERN COUNTY RECORDER; ALSO BEING A PORTION OF THE WEST HALF OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF n CALIFORNIA. 04 -Ax -t `J Know what's below. 0111 before you dig. STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOCLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT (EAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES IN THE EVENT A CONFUCT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTIUTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT OR DO NOT MEET CURRENT COB STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGNEER. ALL EXISTING PAVING AND SURFACING REMOVED. DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2 STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, 0-18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 3. VCP INSTALLATION MATERIALS - THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASIA 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 "MAINUNE" BANDSEAL COMPRESSION COUPUNG, OR APPROVED EQUAL, SHALL BE REWIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SENOR HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751, PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WIN THE CURRENT ASTM SPECIFICATION D-2321. ONLY CUSS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SOR35. 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 ELASTOAERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP RPE, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE RPE WITH PVC LINING. REINFORCED CONCRETE PIPE NTH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.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 AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS PIPE SHALL BE WET CAST VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC UNER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 369 OF THE PIPE. ALL WORK FOR AND IN CONNECTION WIN THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. I.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC UNER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25'C t3 ). PROPERTY RIM (PAR ILC) 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 71.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE NTH 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 ANDWELDING STRIPS SHALL FREE OF CRACKS CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING 1.C. CHEMICAL RESISTANCE OF LINER.- AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 7T 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 NTH SECTION 7-2.03(1.B) PARA. 2 ABOVE IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID CONCENTRATION 20%+• SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%"• NITRIC ACID 1%^' FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% LINEARAL KYL BENZYL SULFONATE OR LAS a z BACTERIOLOGICAL BED NOT LESS THAN 700 PPM "THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. " VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.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 NTH 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 UNING SHALL BE HED SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (3B MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE IN REMOVING FORAMS, 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 UNING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH UNER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A RPE 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, JON STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY RPE), 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 RPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXEROSED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING NO INTERIOR HOOKS OR SUNGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SLING OR NTH 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 NTH 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 CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE RPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE RPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS NTH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL DE MADE NTH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 NCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE UNING 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 LAVING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C� HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE- THE AMAGETHE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WIN THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOO 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 UNING 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 RICES 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 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 NTH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WHTN A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES AFTER THE RPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED `MIH LINING, INCLUDING WELDS SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PAC( 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 7-2.0x) 1.E PARA. 8 ABOVE.. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPUCATION 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 H PASSED INSPECTION. INSPECTION SHALL BE MADE AFTERIN THE WELDING STRIP OI ASSE BEEN C THE PROJECTING 2 DAYS AFTER TINE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE ENTANDWED STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C'. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION 'D'. PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTIR D 3212 AND ASTM F 477. 2 TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTIR F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROUE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE RPE 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 OD) 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 RPE. 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 UTIUTY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22 TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. B. 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 VAIN ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. 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 Cltt STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE, CONTRACTOR SHALL PROVIDE 'FIRM BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS DURING BEDDING AND BACKFILLING, 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 WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS SHOVEL-SUCTNG OR HAND TAMPING SHALL BE DOE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER PONT OF THE PIPE. INITIALAGCFl"BEDDING MATERIAL" AS SPECIFIED BY ASTIR 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 WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WTH 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/GR 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 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 (909x) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND 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 DE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD ST -22 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY 51RUCTURAL 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 D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE UNITED TO EXCAVATION, BEDDING AND BACKFILL HANDUNG OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED VAIN EACH PIECE WD TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT NTH THE ADJOINING RPE 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 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. PIPEUNE TESTING ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WAIN THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC 318-6(4), OR THE WATER EXALTRATION 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 BAKERSFIELD SUBDIVISION DESIGN MANUAL AND THE RPE 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 MEN PIPE LAVING 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 EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABIUTY OF ROTATING 369, 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 WIN 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) O THE INSPECTION SHALL BE FRONDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OP j THE Ott. /T.%„ 13. ALL SEWER STUBS SHALL BE CLOSED NTH A STANDARD PLASTIC PLUG SOLVENT WELDED 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND 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 BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A' FOR PIPES UNDER 48" IN DIAMETER AND TYPE 'B' FOR PIPES 48' IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 0 MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE CONTRACTOR SHALL UTIUZE RCP RPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS REINFORCED CONCRETE PIPE. REINFORCED CONCRETE RPE 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 SPECIFICATIONS FOR STANDARD N PLANS OR SPE I ANTS. 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 65-1.06& "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG 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 WALL CAUSE THAT PIPE OR FITTING TO BE REJECTED. 16 17 PIPE LAYING NO PIPE SHALL BE WD UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. RPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS RPE 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 NTH 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 15 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 SZE FOR THAT PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL RPE 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 RPE SHALL BE CUT TO FIT ACCURATELY, VAIN 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. 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 PIPEUNE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPADE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED VAIN GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE 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 NTH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE THE CONTRACTOR, BEFORE RESUMING WON, SHALL FURNISH THE ENGINEER NTH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD 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 NTH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHGWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WALL 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 SMALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. P , IM ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS EXTENDING A MINIMUM \ `, OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30' OF COVER AT FLOW LINE. `" IJ J3` SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT -OF- dK"a"y.j j WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF SO DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE �^ + I t�-:,s I .fib R+; I— < + M ¢ s'.l 1 a �, v _ , , _ . E 00 Know what's below. Call before you dig. �_a- ��� a �r, t -- Ps CITY RECORDS NO: ■ 4 !:_ n 8 w a z Fm> I � V :E Im O M N O r m Of a n � OU o O Z - I Q J LJU n 3 'i J .-. w !FOo� N w m is 4 i a B ce m 1 W.), HF W 6l. M J r" > �6 P 111 0 5 Em co Z Q a < N G Z O 2 H 0 p Q _j F-U W co ad W mW 0 log a W W = 2 W Z Q Ix I I.- C-4 co U) W 03 1�_ CO 0 0 Z Z N Ix G I <' 9 I F W % N = 0) m TK1oiz Tb coss-c�J"GTiani �T �lT'� \a1z�r � N N GOCF-D(�lA-cE I'dfT-+1 �p�R{;5 TSE PAZT.�IE�T"a DE3 30 (2 eZ BRECKEN DG NDRAINAG w BEDFORD GREENS DRIVE CHANNEL O 1 n w ' EX STREET DRAINAGE AND FLOWAGE EASEMENT { 120 I w o io '< I ,/- IMPROVEMENTS �� IN FAVOR OF THE CITY OF BAKERSFIELD - s. 8 o o < u a II RECORDED SEPTEMBER 18, 1996 AS 9 DOCUMENT Na 0196120103 OR r' �,J \ \�d `\ ` \ NM Q� Okla. NM ^'Z �2 O(`� p O — �\ �V A�Af o+< cT5 v+i v+i�y nn In c�3o tic 1\1 OT A ! AR E NpY 3i' x� as z $ mm OY`MNZ B \ 2 \ \ ,o ` ` as S yy S <S� CITY Of BAKERSfIELD PARK SITE PER RpN EE \ \\ ` Pn\ I yy �i ■ +p +o++ GRANT DEED DOCUMENT RECORDED SEZ 2d `\ 1 -� NNi .N MAY 6, 2010 AS INSTRUMENT NO. zoo �"� COMSiRUCT SDMH WITH GOVERNMENT TIDE ��••1Y J r 30 \ $ \ \ R/W 18 DRAIN 0210059820, O.R. a I w 'A' INLET GRATE AND FRAME, PLATE NUMBER Y �� '� �. �' \ \ \ F� 511'22'23 W 19. _ _.._ _ _.. __ _ .. __ _.. 00. PER DETAIL 'A' ON SHEET 3. 11 k\ 289.97' S892T43E IX 18 DRAB! 11950'N 1 P \� ` N8T41'40"E 18" DRAIN .M sw ..�- -_.- S892T43'E 18" DRAIN 369.36' ` \ 24+0 25+00 -S892743"E 6839 ._ --18' GRAIN A-12 .� $ 23+0 ■ 589'27'43'E 11.45' _. -_ __..._ - _. "z <� I M �. S: 290750 INTERSECTION i :ya `"' M o 1$ pRp1R +0 Ct ENTS m I") I STA 25+98.71 CL HIGHLAND KNOLLS DRIVE = 21' STORM DRAIN EASEMENT ' -- - I % ~ 4 a _ I 37.78 C.L.BEDFORD GREENS DRIVE CNT PER DOC. /%XX.. I' I .N EX. STREET IMPROVEMENTS ""' STA 22+ o _ o = \+ •2$1d'E - .. + * 'w f W O e m N _ - I � �� � z ti Ikr 21+0 _ _. - -. - - 30' WOE SEWER UNE EASEMENT IN FAVOR Q 4 STA 25+3232 C. T d �� ES•' _ - - CURVE TABLE of THE an of eAKERsnELD RECORDED - _ /994 IN BOOK 7OD5 AT PAGE N0 5 Cy 15 20100 KN61u Gk1VE _ _I� I /`' �^, /� (`� (`� I r MARCH 21� 12425 OF OFt1q RECORDS. 15 { 3 0 P. 19+ 4 71 OT`s 0 1NTER`"EC 6 C. HIGH p GypNE WAY 0 _. EXISTING S J J N G S L H O O L EK STREET a CURVE RADIUS LENGTH TANGENT DELTA SSA 19+191Oto .0 CL. BRI`R /� p 1 ( ��J �7 PART) \� I IMPROVEMENTS C 2000.0' 579.65' 291.Si 16-V21- (IN 6'36'21' _ N Y a I I E E 03 g HIGHLAND KNOLLS DRIVE NO OF MANHOLE ELEVATIONS OUTSIDE STA. 19+52.67 C.L. TO 30+23.52 C. L. OF THE TRACT BOUNDARY ARE ESTIMATED SCALE: 1" = 50' HORIZONTAL AND SHALL BE VERIFIED BY THE 1" = 5' VERTICAL CONTRACTOR PRIOR TO CONSTRUCTION 708 7D6 � _ r '. INSTALL 290.75 Lf OF 187RGJ-RCP 0 2.109> � GOVERNMENT TYPE "A" INLET GRATE AND FRAME FOR TRAFFIC NiPLATE CLEM OVERALL NEW APPROX. OPEMLNB nMU16E FILUM: WEIRNT A-120 24 339x 5 ..455.. Frame and Grate Machined to Fit. Painted: Bituminous Paint �\% IN 11 OEM II DETAIL "A": GRATED MANHOLE LID DETAIL NOT TO SCALE LEGEND:ABBREVIATIONS co F.L FLOWLINE R/W PoGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL./ELEV. ELEVATION GB GRADE BREAK PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB 8 GUTTER XRW EX. PoGHT-OF-WAY J SURVEY MONUMENT /—PIPE SIZE ® CONSTRUCT STORM DRAIN 8'S—UTIUTY: ALI MANHOLE TYPE 'A' PER J W -WATER S -SEWER 2 C.O.B. STD. SW -4 G -GAS D -DRAIN X CONSTRUCT CATCH BASIN Y TYPE 'A' PER G.O.B. STD. D-14 o CONSTRUCT STORM DRAIN W Q JUNCTION BOX PER Q C.O.B. STD. 0-17. J ® CONSTRUCT SEWER MANHOLE TYPE "A' PER CO.B. SID. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. SID. SW -6. z ,. EXISTING SEWER MANHOLE F " EXISTING SEWER CLEANOUT U LEGEND (CONT.): 1 -9-1-0-" TCP OF MANHOLE/TOP OF GLEANOT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—S— CONSTRUCT SEWER PER CO.B. STD. ---------- TRACT BOUNDARY -•, __ -, - - - �� EXISTING STORM DRAIN EXISTING SEWER PHASE UNE 2 SECROJ TETTER SHEET WHERE SECRON IS SHOWN CONSTRUCTION NOTES O CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 O2 CONSTRUCT SDMH W TH A HAMBRA FOUNDRY COMPANY GOVERNMENT TYPE 'A' INLET GRATE AND FRAME - PLATE NUMBER A-120, PER DETAIL 'A' ON SHEET 3 OR APPROVED EQUAL 700 698 696 694 692 690 688 686 684 682 680 678 (11 SECTION 3 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 700 698 696 694 692 690 688 686 684 682 680 678 dq-=-19 SCALE: 1" = 50' 50' 25' O' 50' TOO' Know what's below. Call before you dig. d` CITY RECORDS NO: o I) W M 0 co z J CL z R Cr G W Q J 4 CID ALI goJ J 2 Cr X 3 Y zCWiDZ W Q I Q J M 0 Mb z 9 F � U Q F W M 0 SUN ORCHARD DRIVE SEE SHEET 8 10 k 18' 18' I 30 I 30 ' I 1 I 1 I R/W I WIN v,. , - 14 Raw - � <.r,� ,.. _ _v -� .. FHA 22 I X23 N¢ m I I II ? n v 21 15 i X16 17 Y8 119 I J 20 m�= I N 2 WICF p � N I ZQ�p� c0 � � A m Cap I i 13 ¢ I ^ I N I =NN FA R/W e'857025' •P;<'- .r m 37' EE 'W2 - 16+00 17749E tot as-,' "5 -- 27196•, - _ 15+00 _�,•k; BRANDYWINE WAY SEEDLING SEE SHEET 8 Ijj-j L7 L I J� ( � h SEE SHEE 1 ?TJ � I I _ ( PHASE I of J , I o J i o 3 3 M 32 I 31 29 M " 28 I 27 " 26 i 6 1R 30' I 25M 8 3D R/IY I •- ^ 1 � I + I F 8 {qt l`bs�a _ 2p a0 - 17+00 18+00 F/L C© 19+00 m o 20+00 21 T2 I — 14+00 FA 12 ' n � 2 X10 fag I I �4 In Ir m o / _ g 86 5 _ M ,Q- i N p A I N 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 Al 10 R� m � �r 20 2 4 5 `o <� til''f?'9igCry'4ick. <vIr RMc Q m 7 1t 18 8"D I ✓I I BRANDYWINE WAY ti \ SEE SHEET 8 KRISTA VINEYARD WAY STA. 10+00.00 C.L. TO 21+78.07 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL STATIONING TABLE STA. "A": CL INTERSECTION STA. 16+65.84 GL KRISTA VINEYARD WAY CNT = STA. 11+84.10 C.L. BRANDY NNE WAY CNT 674 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: F.L. 1Y o R/W RIGHT-OF-WAY C.L. CENTTRUNE M.H./MH MANHOLE ELEV. ELEVATION SIH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN �� EL/0-EV. ELEVATION GB GRADE BREAK PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB It GUTTER XRW EX. RIGHT-OF-WAY ® SURVEY MONUMENT /—PIPE S12E ® CONSTRUCT STORM DRAIN 8'S—UTIUTY: MANHOLE TYPE 'A' PER W -WATER S -SEWER — — — — G -GAS D -DRAIN CONSTRUCT CATCH BASIN APPRO MATE FI SHED ❑U CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STD. 0-17. ® CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. SID. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. SID. SW -6. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT — — — —r GROUND O CENTI RUNE _ - 1 API ROAMATEFINISHED —� __T _+GRI UND O 0 NTERUNE a ( o 0%IMAEE FINISHED 1 r NO O cE NTERuNE z — • jmm _ 6 0� � j og _ zz _ kPPROXIM TE FIN J -99 INV. ' SEWER D CENTER. NE yoo _ o o INV. It ONNN + 12' MR. CLEAR CE N n n dww / J J w w -- INV. 8" SEWER — INSTALL 227.20 11 F OF 8' PVC SEWER O 11 X I d mm = J Z _ J +i3 m > > W z v Ed Li W INSTALL 339.C5 LF OF ' PVC R 0'.36% Nj i i --- INSTALL P9.05 OF 8' I VC O 1.125.°1 674 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: F.L. ABBREVIATIONS FLOALINE R/W RIGHT-OF-WAY C.L. CENTTRUNE M.H./MH MANHOLE ELEV. ELEVATION SIH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN �� EL/0-EV. ELEVATION GB GRADE BREAK PA PROPERTY UNE S/W SIDEWALK E.P. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB It GUTTER XRW EX. RIGHT-OF-WAY ® SURVEY MONUMENT /—PIPE S12E ® CONSTRUCT STORM DRAIN 8'S—UTIUTY: MANHOLE TYPE 'A' PER W -WATER S -SEWER C.O.B. STD. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. SID. D-14 ❑U CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STD. 0-17. ® CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. SID. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. SID. SW -6. EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT 11, 17+00 18+00 LEGEND (CONTA 'VA -Lo TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. SID. —.—S— CONSTRUCT SENOR PER C.O.B. SID. TRACT BOUNDARY �-- -- =*- -= -- EXISTING STORM DRAIN EXISTING SEWER PHASE UNE --SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES O1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9 O CONSTRUCT SDMH NTH ALHAMBRA FOUNDRY COMPANY GOVERNMENT TYPE "A' INLET GRATE AND FRAME. FLATE NUMBER A-1200, PER DETAIL 'A' ON SHEET 3 OR APPROVED EOUAL 19+00 20+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1484.00' 1 401.15' 1 201.81' 157997' C2 2184.10' 1 671.96' 1 338.66' 17'3140' LINE TABLE UNE BEARING DISTANCE L1 1 S 241617 E 1 28.21 21+00 22+00 12 712 710 708 706 \ 704 702 700 698 696 694 692 690 j,.. 688 r 686 ` J 684 682 680 678: N 676 674 22+50 ®'q -t8 -Cf SCALE: 1" = 50' 50' 25' 0' 50' 100' as Know what's below. Call before you dig. 2 12 C rvcq p LION _ Q?p� ae 10 m"^ � 7 14 R/W �I 714 712 710 708 706 704 702 700 698 696 694 692 690 668 666 684 682 680 678 676 674 SUN ORCHARD DRIVE SEE SHEET 8 BRAND)WNE WAY SEE SHEET 8 SEE SHEET 8 TURNING LEAF LANE STA. 10+00.00 C.L. TO 21+95.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL DI_IAr. 12 672 9+50 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: F.L ABBREVIATIONS FLOWINE R/W RIGHT-OF-WAY C.L CENTERLINE M.H./MH MANHOLE EIEV. ELEVATION SMH SEWER MANHOLE LO.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION GS GRADE BREAK PA PROPERTY LINE S/W SIDEWALK EP. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.WS. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY ® SURVEY MONUMENT /—PIPE SIZE o CONSTRUCT STORM DRAIN 8'S—UTILITY: n a Q MANHOLE TYPE 'A' PER \ W -WATER S -SEWER o CO.S. STD. SW -4 pAPF 11ry G -GAS D -DRAIN CONSTRUCT CATCH BASIN ROXIMATE FINISHED TYPE 'A' PER CO.S. STD. D-14 ' ❑3 CONSTRUCT STORM DRAIN 3w� JUNCTION BOX PER CO.S. STD. D-17. ovI`i� CONSTRUCT SEWER MANHOLE TYPE 'A' PER CO.S. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.Q.B. STD. SW -6. ,. EXISTING SENOR MANHOLE EXISTING SEWER CLEANOUT � 6 Mb GRI JND O CE NTERLINE U 4 j0 LO / ay f`iPh N 0 N K -- a APPR)IOMATE I INISHED ( I Q J IL z cc c ¢ z J Ovi J LU LL. Q Cr J S 30 z N Z at Z Q � � ~ cm In CIOm Z H � 8 Q IIEV yrJ4 W i I,mS V _ OR NO O C 31TEERILI i— INV. SEWER a z U_ 0 \ ' z ; j �___ INV. 8 SEWER \ \ PROXIMATE FINISHI 1) rn ^ n \J GROUND 0 CENTRO E 00 (INI. Ir SEMI w ww z'jj il' z z INST 198. LF OF PVC WER O .545 _— _— . � o 3w z a — Jo .zz --� —.ww ww — — 1 INST 11 395A 1 LF OF f PVC SEWER @ .495 r SEW R N IN''. 'BRAIN NVi � �'N 'PVC a 5Z INSTALL 247.49 LF OF SEWER @ .405 9 L — 3 7 LF OF ' PVC @ 405 w w 672 9+50 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: F.L ABBREVIATIONS FLOWINE R/W RIGHT-OF-WAY C.L CENTERLINE M.H./MH MANHOLE EIEV. ELEVATION SMH SEWER MANHOLE LO.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION GS GRADE BREAK PA PROPERTY LINE S/W SIDEWALK EP. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.WS. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY ® SURVEY MONUMENT /—PIPE SIZE o CONSTRUCT STORM DRAIN 8'S—UTILITY: n a Q MANHOLE TYPE 'A' PER \ W -WATER S -SEWER o CO.S. STD. SW -4 0 G -GAS D -DRAIN CONSTRUCT CATCH BASIN P o � TYPE 'A' PER CO.S. STD. D-14 ❑3 CONSTRUCT STORM DRAIN 3w� JUNCTION BOX PER CO.S. STD. D-17. ovI`i� CONSTRUCT SEWER MANHOLE TYPE 'A' PER CO.S. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.Q.B. STD. SW -6. ,. EXISTING SENOR MANHOLE EXISTING SEWER CLEANOUT 16+00 17+00 18+00 LEGEND CONT.): .pa'9 L M. TOP OF MANHOLE/TO' OF CLEANOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—s— CONSTRUCT SEWER PER C.O.S. STD. TRACT BOUNDARY EXISTING STORM DRAIN EXISTING SEWER ., -b • •-- - .. . ,. =^ PHASE LINE CTION LETTER 2 SHEET WHERE SECTION IS SHOWN O1 CONSTRUCT PIPE SADDLE PER C.O.B. STM. DEL D-9 O2 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY GOVERNMENT TYPE 'A' INLET ORATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL *A* ON SHEET 3 OR APPROVED EQUAL 19+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 500.00' 143.47' 1 72.23' 1828'24' C2 2474.80' 592.89' 1 297.BT 1 13'43'35' LINE TABLE UNE BEARING I DISTANCE L1 S 89'37'39' E 30.36' 1-2 N 5932'47' E 53.03' L3 N 4114'24' E 77.81' 20+00 21+00 714 712 710 708 706 704 702 700 696 696 694 692 690 686 686 684 682 680 678 676 674 672 22+00 22+50 eq -2.+..-11 6'! -P7'-ISS 1 r if- �i8yr r r SCALE: 1" = 50' 50' 25' O' 50' 100' 150 Know what's below. Call before you dig. CITY RECORDS NO: ■ r� n 0 Z� V � p n a Q o \ 0 O ai o m 0 a Z I a J P o � w � 3w� ovI`i� m� C�— � 6 Mb > 2w U 4 LO / ay f`iPh N 0 N K a Q J IL z cc c ¢ z J Ovi J LU LL. Q Cr J S 30 z N Z at Z Q � � ~ cm In CIOm Z H � 8 Q IIEV yrJ4 W I,mS V .. , DRY PORT WAY 3 G w SEE SHEET 8 a{ 23 11 ` � q Z i r I 1 a H II '? l 30 18 16 3 X17 �20< I I o 22 o 'T 13 14 M I X15 I a ow I 18 3 w19 �_ g= 3 ra 8f /LL� o ¢ I `; Jm JJ N 1 t us 1 21 /i�^j�� t s'I', ti o� �_ f my.- `� ^a5e o o�'a z° -°n d ON Q C r --,0 or vi eed M I n u n I. N6 N Z fI - i I A Me 1 a �rti r �tira- d< `^ by A II p I r Lfa 2,Q Q I Qt 6 1/141m m V; 1 In �_ mFmm �4 LLQ 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 6 Nom' AS�l� SHEET 14 / 13AR7J1 f 21 u v = ! /,X -6 A B ti i -�.O J//.•NmN2+N/ '/foir19 � f$' �T�2 417 654 I 2,o N J .�I r.v..:, n WN0 mm Q ¢ f 10< 1EI ro_N la } ppj r i. -•5Y. .. y �m+OI N N 1 ¢ G; _ r� � LF OF 18' 0 5.1'11 INST 2542 700 700 a haw b � %{ b > b 2 z spa -_ S Tz N m Oi �m w I I ZY mb yTL''m J m 696 I < 1J m m W W I W W U Z W 'a �"`: -- 1 D > D r to 688 to INS zg xr N n to a I J + NV Ir SEWER 24 CLEAR _ mQ, : , I 678 M1I a� 12 ��-'� unj--'VIII �i :ON o' zo 694 - Iw�iiwc� -> 5Cj > ZI. z(oy� 30 30 a m zcw mu�iwGi A wll M � 698 692 _ I 692 0 ��1, 696 a 11... s ti I 690 694 � , � m INV. 18• INV. DRAIN - 688 692 686 Umi71 O INVa 8' SEWER�I 686 690 684 f' �FHASr, 684 688 682 INV. 18 - DRAIN �II 682 686 680 I� L L T 680 BRANDYWINE WAY INSTALL Ei77.74 OF 8' VC SEW? 0 291 6 SCALE: 1" SEE SHEET 8 1" = 5' VERT. 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 6 Nom' AS�l� SHEET 14 / 13AR7J1 f 21 u v = ! /,X -6 A B ti i -�.O J//.•NmN2+N/ '/foir19 � f$' �T�2 417 654 I 2,o N J .�I r.v..:, n WN0 mm Q ¢ f 10< 1EI ro_N la } ppj r i. -•5Y. .. y �m+OI N N 1 ¢ G; _ r� � 74 I 12+00 13+00 712 -- 710 708 706 704 702 700 698 696 694 692 690 688 Ili INSTALLII5336 --_ RGJkRCP LF OF 18' 0 5.1'11 INST 2542 700 700 - haw b � %{ b > b 2 z spa -_ S Tz N m Oi �m w I I ZY mb yTL''m J m 696 I < 1J m m W W I W W U Z W 'a �"`: -- 1 D > D 698 �I 688 T INS ALL 24 44 LF 0 B' PVC SEWER 2761 { 696 NV Ir SEWER m < CLEAR _ mQ, : , I 678 M1I bm+ab ��-'� unj--'VIII �i :ON 700 694 - Iw�iiwc� -> 5Cj > ZI. �p (mp t r.H� 694 m zcw mu�iwGi A wll M � 698 692 _ 692 0 ��1, 696 690 11... s ti I 690 694 666 , INV. I INV. 18• INV. DRAIN - 688 692 686 ¢ ' INVa 8' SEWER�I 686 690 684 684 688 682 INV. 18 - DRAIN �II 682 686 680 I� L L T 680 INSTALL Ei77.74 OF 8' VC SEW? 0 291 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 3 ,z 6+Omi�— C b I a •> w o ,zz w x .ob rn rn APPRO MATE Fl SHED + o GRDIIN 0 CEN RUNE W W W J J W W I i \ \ Bg981• • � me �I APPRO (MATE Fl SHED • GRQUN 0 CEN UNE (a S. INV 8" SEWER m (mo y}1 d > I V. 76" AIN -- - - ' _ I V. 8' SE � — O ornm3w __ INV. 36'DRAI U >> y N N _ mb _ MM nMNnD IV ' + Vmbb _zz ' WWW 3 z w 4 m INSTAL217.88 OF RGJ-ftQP 0 0.8 X b m 0 2 INSTALL 223.61 OF 36" ftGJ-R 0 1.81 m wwJI w w o a n z 74 I 12+00 13+00 712 -- 710 708 706 704 702 700 698 696 694 692 690 688 Ili INSTALLII5336 --_ RGJkRCP LF OF 18' 0 5.1'11 INST 2542 700 700 - haw b � %{ b > b 2 z spa -_ S Tz N m Oi �m w I I ZY mb yTL''m J m 696 I < 1J m m W W I W W U Z W 'a �"`: -- 1 D > D 698 Ii 688 wU 2 _ _J_ �11 INV. 1 b ,„.- ... I { 696 NV Ir SEWER m < CLEAR _ mQ, : , I 678 M1I bm+ab ��-'� %61 SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 708 702' INST 2542 700 700 - 698 702 706 7001 I N m 696 n -�I 694 700 704 696 I o m >I N Q u m m �� > > a 'R O 'a �"`: -- 1 D > D 698 W U M 688 wU 2 _ z O 2 b Z z I Z I 702 696 -° m < w < _ mQ, : 696 —� 678 I�m bm+ab ��-'� unj--'VIII �i :ON 700 694 - Iw�iiwc� -> 5Cj > ZI. �p (mp t r.H� 694 m zcw mu�iwGi A wll M � 698 692 692 ��1, 696 690 11... s ti I 690 694 666 , INV. I INV. 18• INV. DRAIN - 688 692 686 ' INVa 8' SEWER�I 686 690 684 684 688 682 INV. 18 - DRAIN �II 682 686 680 I� L L T 680 SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 700 698 696 694 692 690 688 686 684 682 680 678 01 SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 718 716 714 712 18+00 lF 1p INST 2542 700 700 - 698 698 RCP 0,11X N 259'40' W 2542' 696 696 -�I 694 694 25.42' 692 692 15.41' w 690 690 W U M 688 688 - aS'N 686 686 -- I 684 684 - 682 682 •>w��` 680 680 —� 678 678 A •,u PREEN". _/ 20 2 ;l I/ N g Ill U . JQ N'n4 s50- sv� NN �NN �MN H•5V!�•TC C IQF /VV h m �, •bSTNG � SBy. 8 A 2Y43 ,ONES_ 186, J{ � f=_� Iy ti� N� na VI�m�II c yy yin r Siylc � �",C y OLD WOOD DRIVE STA. 12+27.64 C.L. TO 27+48.42 C.L. SCALE: 1" = 50' HORIZONTAL 1" = S' \/FRTICAI IN 15.41 lF 1p INST 2542 LF OF 1 N 22751' E RCP 0.111 11 S 8'42'03' E RCP 0,11X N 259'40' W 2542' L4 N 1496'23' E ...ILL L5 N 0'2533" E 25.42' L6 N 1'06'03' E 15.41' W U M O e m m aS'N m �U>O 'i > 5 i ii0 •>w��` a$i <''z ., < •ro-`m�oo� ��-'� unj--'VIII N W :ON m'!x amm � UN 2d� »� r-'rcgqyy�Iod> 5Cj 0(N`!m :cd>'Iro--'� m \ * A i M � L, z! U FIS , INV. I INV. 18• INV. DRAIN ' INVa 8' SEWER�I rE1 SECTION 6 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. n 11 I n 1 F j J + PARK AREA CONSTRUCTION NOTES J w z z I z o O3 SAWCUT AS SHOWN OR AS DIRECTED BY CITY ENGINEER. REPLACE EXISTING AC PAVING AND BAS PER CITY z ti w c ' cic STANDARD S-8 QU MATCH EXISTING AC AND PAVING �"� 1n tic AND BASE THICKNESS, WHICHEVER IS GREATER, OR AS F; A OTHERWISE APPROVED BY THE CITY ENGINEER. ++ z a c +r o -Srb+i , z sI m a e O EXISTING IID PARKING AREA LIGHT AND POLE A;% 4 TO BE REMOVED, SAVED AND REINSTALLED AFTER CONSTRUCTION X H W ' OF T - EXISTING CU1� AND SIDEWALK _UT SAWCUT AREA EXISTING 48 DRAIN _ - - ©CONTRACTOR TO PROTECT IN PLACE OR IF 109 75 589' r43 E - REQUIRED REPLACE IRRIGATION PIPE AND J ""� v �' • - _ CONTROL WARES IN CONFLICT WITH c CONSTRUCTION OF PIPES EwsnwG 8'�sEwER - - 109.75' Sf)$2743'E DETAIL "A" J\107 SCALE: 1" = 50' HORIZONTAL CICA T 1 DRAIN I IN RE OF tLOW "A, 6, A1O ASU ENT RWTE EC DocuMENr�NIt D & E i _ I • l _�-� 021005 /NSU?U,yE ORDEp r 2CI6 DR J� 'YNO 1 _ O.R. NTiluMU EWsG lrrNl� e 4 .. 2P COADU , ST i y _ OR e %'tR M ON O y N A/A' ARA SEM iE g �+r - S 1 �- LINE TABLE LINE BEARING DISTANCE U N 22751' E 53.36' L2 S 8'42'03' E 15.42' L3 N 259'40' W 2542' L4 N 1496'23' E 16.14' L5 N 0'2533" E 25.42' L6 N 1'06'03' E 15.41' 0 - -2k, a\ \&IGSnNG "ETE WSTA'G COMWI - - 706 -- - - � 704 ;TAUL 206.87 F OF B' PVC 0-0.35% WTI702 zy — 700 - d -�- 698 a 696 694 3 •ww 692 Oft (MATE FIN SHED-. ___ 690 GROUNI 1 0 CEN UNE 688 686 - - z 684 �- �- 682 -- r- -� 680 o m 678 __ INV. 8" i 676 J m 674 JNx > 672 _z 670 f N W 668 84%_ T W I I� 666 26+00 27+00 27+75 OI 0 M p n OZa O m Z2 z 3 Q J W U M m 30— N W � DO m \ * A i M � L, z! U FIS 00 Q LU J a Z a � O > J N ILLI 700 1. TES: 2 Ix PRIOR TO CONSTRUCTION AT THE CITY PARK O LLI O COORDINATE WITH RECREATION AND PARKS DEPARTMENT = NO 696 FIDEL GOCTION HE 326-3268 3 r) LEGEND: LEGEND CONT.): Q ��- 2. CONSTRUCTION SCHEDULE TO BE APPROVED BY Z y RECREATION AND PARKS DEPARTMENT. CONSTRUCTION ABBREVIATIONS 696 T M• FSHALL NOT DISRUPT PARKING FOR SCHEDULED EVENTS. 0 L CIENTE ft/W RIGHT-OF-WAY c51 0. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION C.L CENTERLILI NE M.H./MH MANHOLE 3. REPACE AND RESTORE EXISTING IMPROVEMENTS D Q 1 0 694 ELEV. ELEVATION SMH SEVER MANHOLE - - - CENTERLINE OPERATIONAL STATUS INCLUDING BUT NOT LIMITED TO F c-iW O T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE STRIPING, , CURB TI GUTTER, PLANTERS, LANDSCAPING TNG co INV. INVERT CB CATCH BASIN CONSTRUCT STORM GRAIN PER C.O.B. STD. SIDEWALK, IRRIGATION AND ELECTRICAL FACLITES m 692 EL/ELEV. ELEVATION OB GRADE BREAK _ S/W SIDEWALK ED $ CONSTRUCT SEWER PER C.O.B. STD. SCALE: 1" = SO' P GPERTY UNE O 69O E.P. EDGE OF PAVEMENT FH FlRE HYDRANT - —TRACT BOUNDARY 50' 25' O' S0' 100' Z EX./EXIST. EXISTING O.W.S. OESGN WATER SURFACE >^' r5; , C/G CURB k GUTTER XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN 666 Q SURVEY MONUMENT PIPE SIZE r - EXISTING SEWER ® CONSTRUCT STORM DRAIN 8" MANHOLE Y: ��l' N • _ PHASE UNE 686 UTIU MANHOLE TYPE "" APER S CO.B. STD. SW -4 0 -GAS D -OR 3's i SECTION LETTER CONSTRUCT CATCH BASIN 684 TYPE "A' PER C.O.B. STD. 0-14 C16 L a�Pf CONSTRUCT STORM GRAIN *SHEET 682 JUNCTION BOX PER �sFl' WHERE SECTION IS SHOWN ' C.O.B. STD. 0-17. CONSTRUCT SEWER MANHOLE TYPE "A' OA{ $,�•-(9 CONSTRUCTION NOTES 0�'I �t8'-tQ -,� 680 ® Know what's PER C.O.B. STD. R CL AND SW 5 Oj CONSTRUCT PIPE SADDLE PER C.O.B. STD. GET. 0 9 CONSTRUCT SEWER CLEANOUT 1 ; PER C.O.B. STD. SW -6. s . �` ..( [ 42 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY T ( .i'.. �` _.. ,' W 8 before you dig. 676 s r ' GOVERNMENT TWE "A" INLET GRATE AND FRAME. _. .. EXISTING SEWER MANHOLE 's ,'. ,. . PLATE NUMBER A-1200, PER DETAIL 'A' ON SHEET 3 , . • , ,.. f EXISTING SEWER CLEANOUT -. - _..` OR APPROVED EQUAL '.,. •.. 1 �- ' IW'1` ` Y ` .-. u_ CITY RECORDS NO: 71 704 702 700 698 696 694 692 690 688 686 684 682 SCALE: 1" ABBREVIATIONS 50' [INSTALL 3.42 LF OF 18 R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION 1 - I TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN C ELEVATION 3a GRADE BREAK m� PROPERTY UNE -. a� m EP. EDGE OF PAVEMENT jam II, EX./EXIST. EXISTING azo DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY Q SURVEY MONUMENT /-PIPE SIZE ® $ ti MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. SW -4 I1 CONSTRUCT CATCH BASIN v rc s >> O (Qj p N Y0 W VI II JUNCTION BOX PER '9 TQM.1 C.O.B. STD. D-17. ® CONSTRUCT SEWER MANHOLE TWE "A" PER C.O.B. STD. SW -4 AND SM -S. CONSTRUCT SEWER CLEANOUT PER. C.O.B. STD. SW -6. ----—fi INV. - 18" DRAIN ,., _ - ---'. SECTION 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. KRISTA VINEYARD WAY TURNING LEAF LANE OLD WOOD DRIVE r SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 PHASE 6 ' 26 7 IIrR/ 8 1 r—w I - C (N07 A PART) 6 8' 78 R� o;�i ag o A a+T�A� Trr O i Ynry R�! �+ R nn w n 24 N6 q, p��� V R�� 3 30 21 I'I 1 _ Nom_ � m oo �a "m ,fin 1 i I 1S 1 I �22 I m m 7 MF 0' Y= 23 INTERSECTION z 1 25 I S2 a LL ^Q r- STA. 15+57.08 C.L. SEEDING WAY CNT = k + + J :I b dd iepr b STA. 21+06.34 C.L. OLD WOOD DRIVE CNT 18" A. I INTERSECTION STA 12+78.58 C.L SEEDING WAY CNT = a a _R�_ STA 21+_95.99 C.1- TURNING LEAF LANE CNTR/W I ¢ kn ('R/W FAT, _ 18 DRAIN FA ' + < F/L — S89'10'36"E 13.00 NO'31'30"E 18" DRAIN 331.28' 8 0+00 - N003Y1YE 278.58' 11+00 m o 12+00 o 18+00 NOD 32'17 E 16588 17+001 V f - _ 5 I- _ 5 _ �_ _ _ S _ _ {13+00- SN00'329YE 278.50'-[14+0 5 - _ 5 I _ _ _S NO'32'1YE 8 SEWER 26854 F/L N03217 E r 8" SEWER 278.48 SO'32'1YW 'SEWER 170.88 u, y l K r R 1 R a ° R :211 3QawJ 3 I �g�lrc I I rn20 IBJ M \ o kn kn rc � tim kn N atim n 4' 10 11 12 e 13m..' 14MM' 15 16 17 18�„�l o Y 19 M r nny IM ZCI N I 0 - 2aM+V N� ��NN� - m+ ZmN� I�I� X t + .+- n n M < vii �+ N I 6++ U gyp. F� pspdd- Z LL LL N SC, / N VI N N OYQ-YQ- NNNN N N M ~ mNN m N N 'FAIN W U M SEEDLING WAY w� N (r � STA. 10+00.00 C.L. TO 17+22.95 C.L. Y SCALE: 1” = 50' HORIZONTAL m s 1" = 5' VERTICAL 106 -� - _ _I - T - - 706 M 704 � - 331.2 LF OF 1 RG o 0. n� 7 -- w w 704 702 20 704 d s'� __ Y _ k_-.. J z- _ m" EN z 702 3 -.i. d> _._k- �� 0>> _ '_--Q� 700 z t2' 102398 -100 _ t- ..� � ml.� I700- - + �- mI y 698+E%ISBNG PLANTER CURB EXISTING PLANTER CURB kl 396 ¢a�- - - zu+m 2 Id 696 ¢dt --� m - w x • > > > _..__.. ,..a y EXISTING PAVEMENT _ E%ISTING PAVEMENT 696 -- - --__ >-_.__-_- �F J EXISTING BASE ` `' EXISTING BASE T _. cA- APPRO%RfA FINISHED .. f-- T _ _ww______- 694 :,.: 696 )94 BS OUND O ENTER -__ _. - !. PAVEMENT PATCH m 1 � _� 6� ... �� t 0 ` m w I I PER CITY STANDARD ST -6 6 yp� APPROXIMAT�FlNISHED )92 _ � I I � - _ _ _ t, t-- - _ - - 692 OR MATCH TWISTING AC AND BASE 694 - I -- 1 _ _ �--QENTERUN I 5S0 � THICKNESS, WHICHEVER IS GREATER. 692 390 1� Gxn o y _ 690 _ I BACKFILL AND COMPACTION - _ - f>�' _ PER Ott STANDARD ST -22 690 388 _ �I 1 L �I 688 1OI 686 386 —_ - - - -- _- 686 a-�- �- 382 �— o 686 )84 .I Tr - 684 .. I.. _. ___ �'I� - �- -- -.I�_. ' 1 �INI/. a" SEWF 682 N) N 664 IN . 8" - -- �.!6" CLEAR CE all �I 662 a _ N . a SEWER _ _ I - 680 380 - 1 rm 378 V Ia s°° � mN o m m `s Z 678 m _. -o m --- - - -_._-_ w z z I __. v z w \I SECTION 3 z3 376 zo>? z »> a��> a>o> • ° 676 ] SCALE: 1" = 8' VER. vi ��� �N " wI.3 1" = 8' VERT. J ZN (v z Z ; I J j Z & Z _ J 374 m - 674 ` ¢ _ __ _ _ _a L ! NOTES: 372 T - - -- _ --- no� > » IL. --- - o+ 672 1. PRIOR TO CONSTRUCTION AT THE CITY PARK I w w + g ' w j COORDINATE WITH RECREATION AND PARKS DEPARTMENT INSTALL 288.54 LF - > Im > �>n J J ~ J J '�' 670 FIDEL GONZALEZ (661) 328 3268 y �+ W�y� r w _ _ __..- w w t )7O STALL 2 8.48 LFI O -054$ STALL 1 0.66 LF 8 PVTC SEWER ®-0.35$ 2. CONSTRUCTION SCHEDULE TO BE APPROVED BY Z [ RECREATION AND PARKS DEPARTMENT. CONSTRUCTION Q 366 L � -_-_ IOF 8" PL SEWS ®-0.97R 1.-.- w 8" P SEWER _ __. _. _ L___ .. -_ _ _____ 666 SHALL NOT DISRUPT PARKING FOR SCHEDULED EVENTS. J 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 3. REFACE AND RESTORE EXISTING IMPROVEMENTS TO p OPERATIONAL STATUS INCLUDING BUT NOT LIMITED TO STRIIPING, CURB & GUTTER, PLANTERS, LANDSCAPIING 2 SIDEWALK, IRRIGATION AND ELECTRICAL FACILITIES e LEGEND: SCALE: 1" ABBREVIATIONS 50' 25' F.L. FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION GB GRADE BREAK PA PROPERTY UNE S/W SIDEWALK EP. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY Q SURVEY MONUMENT /-PIPE SIZE ® CONSTRUCT STORM DRAIN 8"S—UTILITY: MANHOLE TYPE "A" PER W -WATER S -SEWER C.O.B. STD. SW -4 G -GAS D -DRAIN CONSTRUCT CATCH BASIN TWE "A" PER C.O.B. STD. D-14 O CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STD. D-17. ® CONSTRUCT SEWER MANHOLE TWE "A" PER C.O.B. STD. SW -4 AND SM -S. CONSTRUCT SEWER CLEANOUT PER. C.O.B. STD. SW -6. EXISTING SEWER MANHOLE ,., EXISTING SEWER CLEANOUT LEGEND (CON moi' aj-01 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—s— CONSTRUCT SEWER PER C.O.B. STD. ---------- TRACT BOUNDARY EXISTING STORM DRAIN EXISTING SEWER PHASE UNE SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES O1 CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET D-9 O2 CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY GOVERNMENT TYPE "A" INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL "A" ON SHEET 3 ON APPROVED EQUAL No C 166 Know what's below. Call before you dig. SCALE: 1" = 50' 50' 25' O' 50' 11 No C 166 Know what's below. Call before you dig. E F'HAS:E 4 I I Y�1 13 14 w 10 11 h 12z; 13 14. I ' 15 j a F F & ad zaa h y FA �1MW _ NO3'19.52" W 240.50' 11+00 _ _1z+uu _ - T g 13+�00 11 S 5319'52"E 6" SEWER 147.47' F/L ��� g RAY -% II• p \ II. I m M o ui z R/ly M �� N 53.03' L3 a 159 z 4W i o sci wJ em' "5 10 56.15' is Z S N GJ -RCP R/W $ _ ?� ia� 18' 18' 8 10 00 .m PROPERTY UNE S/W U 2 O b R/Wl - �- Tg w3dd 16 zi++ a x. 18, .18, 9 30' 30' d m 1 6 m__ R/W f w3 d. gm /W i a �f z R/W ti i'%i m v W - m 0 ;W 1� --_stn Wq0 KRISTA VINEYARD WAY TURNING LEAF LANE Z O SEE SHEET 4 LLpb o SEE SHEET 5 Q ZOO 2 SUN ORCHARD DRIVE m VI VIN STA. 10+00.00 C.L. TO 14+07.60 C.L. Zyy�U Y KRISTA VINEYARD WAY SCALE: 1" = 50' HORIZONTAL WdW C.O.B. STD. D-17. W 1" = 5' VERTICAL CONSTRUCT SEWER MANHOLE TYPE "A" 720 718 716 714 712 710 708 706 704 702 700 698 696 694 92 3 2 LF OF 18" L, N 4194'24" E 77.81' L2 N 59'32'47' E 53.03' L3 0 g wJ Nv W zIl b 56.15' c Z S N GJ -RCP H m m y 8 10 00 � m m PROPERTY UNE S/W U 2 O b R/Wl dUZ EX./EXIST. z g 5 Z_ZZ_ ME $ z o B 1e' Z. �1y\N 0 ;W e'S—UTIUTY: Wq0 MANHOLE TYPE "A" PER m}J Z O n+ 9+ 9 LLpb o Q ZOO 2 mlpb w m VI VIN � NNm Zyy�U Y KRISTA VINEYARD WAY Vmj WdW C.O.B. STD. D-17. W SEE SHEET 4 CONSTRUCT SEWER MANHOLE TYPE "A" m BRANDY WINE WAY 0 CONSTRUCT SEWER CLEANOUT STA. 10+00.00 C.L. TO 12+03.79 C.L. rcl ,. SCALE: 1" = 50' HORIZONTAL C of EXISTING SEWER CLEANOUT 1" = 5' VERTICAL tA 'INV. 1✓i GRAIN INV. 18" DRAI o Z Z Z ZZZ APPR XIMATE SHED VJ b m mm a 2 5 _ZZ a � Z Wm o-�• b m c r a mem NISHEDTERUNE a+ m m z cst C4 C4 mow rc m+ OM• �DXIMATE »>t z+ R w Y www �Wmn m W V x w Ix APPROXIMATE FINISHED fiq1' -I 1 S. •GROUND O YNTERUNE- - j 1� 4SOM W A PPROXIMA rE FIND Mll'D O CENTERUI E I _ I I i 1i CLEARANCE N . 8" SEWER i WA UJ I QttQ - a a NV. ,✓Y (RAIN o•T K U • DRAIN 111 t� 1 V. 18" DRAIN I V. 8" M S �I^En i I i INV. 6 SEWER z mm ZW I1`V.6" "m m m z J Z >.Z _ •m 2 Zmm m. I NN z MIS Olm QON iN Om O -- t- + o -- o U o x i dd J W W 6 PVC O - OCYi INSTALL 35.35 OF 6" VC O 1. 6 9+50 10+00 11+00 710 708 706 704 702 700 698 696 694 692 90 12+00 13+00 INSTALL 15. 2 LF OF 18" L, N 4194'24" E 77.81' L2 N 59'32'47' E 53.03' L3 0 48.45' wJ Nv W zIl b 56.15' c Z S N GJ -RCP H m m y 8 10 00 � m m PROPERTY UNE S/W U 2 O b R/Wl dUZ EX./EXIST. z g 5 Z_ZZ_ ME $ z o B 1e' Z. �1y\N 0 ;W e'S—UTIUTY: Wq0 MANHOLE TYPE "A" PER m}J Z O n+ 9+ 9 LLpb o Q ZOO 2 mlpb tI• m VI VIN � NNm Zyy�U Y KRISTA VINEYARD WAY Vmj WdW C.O.B. STD. D-17. W SEE SHEET 4 CONSTRUCT SEWER MANHOLE TYPE "A" m BRANDY WINE WAY 0 CONSTRUCT SEWER CLEANOUT STA. 10+00.00 C.L. TO 12+03.79 C.L. rcl ,. SCALE: 1" = 50' HORIZONTAL C of EXISTING SEWER CLEANOUT 1" = 5' VERTICAL tA 'INV. 1✓i GRAIN INV. 18" DRAI o Z Z Z 710 708 706 704 702 700 698 696 694 692 6 690. A SECTION $ SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 14+00 14+50 UNE TABLE LINE BEARING I DISTANCE L, N 4194'24" E 77.81' L2 N 59'32'47' E 53.03' L3 S 3951'41" E 48.45' 712 710 708 706 704 702 700 698 696 694 692 690 688 J ti U •NOLLS DRIVE ET 3 S VINEYARD WAY OLD WOOD DRIVE SHEET 4 SEE SHEET 6 w R/W 22 `r 5 � � ` 22 t �� _ Ilz >w 4 1 m F A $ + rc 23 Ii-�-'^ INTERSECTION ORY PORT WP T 10400 N00'32'1Y11+00 E _136.91' _ • SA _ '371BS, SEWER 18+24.9GL 141.23 R/W �STA, 18" DRAT N73'55'S6"E $16Vd04"E 18" DRAIN 132. 18" DRAIN 28.85' W m b CENTERUNE • � �I o cs 13+00 >d — - 4 z wJ R 56.15' c FA \ GJ -RCP 0 1.25R n y 8 10 00 T PROPERTY UNE S/W U 2 O b S VINEYARD WAY OLD WOOD DRIVE SHEET 4 SEE SHEET 6 w R/W 22 `r 5 � � ` 22 t �� _ Ilz >w 4 1 m F A $ + rc 23 Ii-�-'^ INTERSECTION ORY PORT WP T 10400 N00'32'1Y11+00 E _136.91' _ • SA _ '371BS, SEWER 18+24.9GL 141.23 R/W �STA, 18" DRAT N73'55'S6"E $16Vd04"E 18" DRAIN 132. 18" DRAIN 28.85' F/L OF 18 CENTERUNE M.H./MH MANHOLE 5495720"E 13+00 8.85 LF -18" DRAIN. SI6'04'04'Eu' _ �_ _ _ _ _ _ _ ,1+00 o N,6T74'(M'W 12+ N16'04'04"W R 56.15' FA 184.10' FA \ GJ -RCP 0 1.25R n y 8 10 00 T PROPERTY UNE S/W - Q (b R/W EDGE OF PAVEMENT R/Wl FIRE HYDRANT EX./EXIST. 9 g 5 C/G CURB & GUTTER o o B 1e' /—PIPE SIZE 0 ;W e'S—UTIUTY: 29 MANHOLE TYPE "A" PER W -WATER S -SEWER Z C.O.B. SLD. SW -4 n+ 9+ 9 � CONSTRUCT CATCH BASIN ZOO � 1 Zr±r± �— tI• m VI VIN t 4i � NNm r DRIVE KRISTA VINEYARD WAY o z C.O.B. STD. D-17. W SEE SHEET 4 CONSTRUCT SEWER MANHOLE TYPE "A" m BRANDY WINE WAY 0 CONSTRUCT SEWER CLEANOUT STA. 10+00.00 C.L. TO 12+03.79 C.L. rcl ,. SCALE: 1" = 50' HORIZONTAL C of EXISTING SEWER CLEANOUT 1" = 5' VERTICAL tA 9+50 10+00 LEGEND: F.L ABBREVIATIONS FLOWLINE INSTA 56.15 OF 18 CENTERUNE M.H./MH MANHOLE ELEV. NSTALL 8.85 LF 18" T.O.M. TOP OF MANHOLE R J --RCP 1.478 INSTALL 32.65 OF 18" GJ -RCP 0 1.25R RGJ- CP O 0. 1% PA PROPERTY UNE S/W SIDEWALK EP. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY ® J /—PIPE SIZE 0 CONSTRUCT STORM DRAIN e'S—UTIUTY: MANHOLE TYPE "A" PER W -WATER S -SEWER Z C.O.B. SLD. SW -4 O 0 G -GAS D -DRAIN CONSTRUCT CATCH BASIN z3m W TYPE "A" PER C.O.B. STD. 0-14 ❑3 CONSTRUCT STORM DRAIN _ r JUNCTION BOX PER o z C.O.B. STD. D-17. W ® CONSTRUCT SEWER MANHOLE TYPE "A" m 6�0 bm PER C.O.B. SLD. SW -4 AND SW -5. �! 0 CONSTRUCT SEWER CLEANOUT 0 PER C.O.B. SLD. SW -6. rcl ,. EXISTING SEWER MANHOLE V C of EXISTING SEWER CLEANOUT tA INV. 18" DRAI o Z Z Z ZZZ W VJ z _ z J m mm a 2 5 _ZZ a � Z Wm b m c r a mem a+ m m z cst C4 C4 mow rc m+ OM• »>t z+ R w Y www �Wmn m W V x w Ix APPROXIMATE FINISHED fiq1' -I 1 S. •GROUND O YNTERUNE- - 1� 4SOM A PPROXIMA rE FIND Mll'D O CENTERUI E I _ I i 1i CLEARANCE N . 8" SEWER i WA I QttQ - a a NV. ,✓Y (RAIN i K U INV. 18 DRAIN 111 t� V. 18" DRAIN I V. 8" "DRAIN �I^En i I 9+50 10+00 LEGEND: F.L ABBREVIATIONS FLOWLINE R/W RIGHT-OF-WAY 0.L CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O.M. TOP OF MANHOLE SDMH STORM DRAIN MANHOLE INV. INVERT CB CATCH BASIN EL/ELEV. ELEVATION OB GRADE BREAK PA PROPERTY UNE S/W SIDEWALK EP. EDGE OF PAVEMENT FH FIRE HYDRANT EX./EXIST. EXISTING D.W.S. DESIGN WATER SURFACE C/G CURB & GUTTER XRW EX. RIGHT-OF-WAY ® SURVEY MONUMENT /—PIPE SIZE 0 CONSTRUCT STORM DRAIN e'S—UTIUTY: MANHOLE TYPE "A" PER W -WATER S -SEWER Z C.O.B. SLD. SW -4 O 0 G -GAS D -DRAIN CONSTRUCT CATCH BASIN W TYPE "A" PER C.O.B. STD. 0-14 ❑3 CONSTRUCT STORM DRAIN r JUNCTION BOX PER o z C.O.B. STD. D-17. W ® CONSTRUCT SEWER MANHOLE TYPE "A" 6�0 bm PER C.O.B. SLD. SW -4 AND SW -5. �! 0 CONSTRUCT SEWER CLEANOUT 0 PER C.O.B. SLD. SW -6. ,. EXISTING SEWER MANHOLE V C of EXISTING SEWER CLEANOUT 11+00 12+00 712 710 708 706 704 702 700 698 696 694 692 690 688 13+00 712 LEGEND (CONT.): ,9 T.O.M �� TOP OF MANHOLE/TOP OFCLEANOUT ELEVATION710 _ _ _ _ _ CENTERUNE 708 CONSTRUCT STORM DRAIN PER C.O.B. STD. 706 —.—S— CONSTRUCT SEWER PER C.O.B. STD. TRACT BOUNDARY 704. EXISTING STORM DRAIN -_.-_ _..... _.._. EXISTING SEWER 702 PHASE UNE 700 ECTION LETTER — A 698 2 SHEET MERE SECTION IS SHOWN 696 CONSTRUCTION NOTES 694 Oj CONSTRUCT PIPE SADDLE PER C.0.8. STD. DET. D-9 OZ CONSTRUCT SDMH WITH ALHAMBRA FOUNDRY COMPANY 692 GOVERNMENT TYPE "A" INLET GRATE AND FRAME, PLATE NUMBER A-1200, PER DETAIL "A" ON SHEET 3 OR APPROVED EQUAL 2ND 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 0 INSTALL Z a 41.23 LF OF 8" P VC SEWEI V y¢ P O 011% m 3 14 yam .I Q I rc n Q a^+i Z s ¢ tlm N 1 OLD WOOD DRIVE SEE SHEET 6 DRY PORT WAY STA. 10+00.00 C.L. TO 11+42.09 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9+50 10+00 11+00 INSTALL INSTALL 41.23 LF OF 8" P VC SEWEI O -0.3 % P O 011% l J pNI tlm N m Y m b a r d i wtii i _ z N Z O 0 W O 6` rc o r o z W m 3wz YQ� 6�0 bm �! .z 0 W'm'm V C of tA INV. 18" DRAI o Z Z Z W O m TT a c r a mem a+ m m »>t R w www W Ix APPROXIMATE FINISHED fiq1' 1 S. •GROUND O YNTERUNE- - I i 1i CLEARANCE N . 8" SEWER i WA I QttQ a a i K U INV. 4 "DRAIN �I^En al rRQ 9+50 10+00 11+00 [B_�\ SECTION $ SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 01 -t? -<Y 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 12+00 700 r, 698 AL " r' 696 694 Know what's below. SCALE: 1 0 Call before you dig. 692 50' 25' so Too 1 /T INSTALL 28.85 LF OF 18' I RGJ P O 011% J pNI tlm N Y m b r m II i wtii i _ N Z W O 6` b r W YQ� 6�0 bm T. M.. I tA INV. 18" DRAI [B_�\ SECTION $ SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 01 -t? -<Y 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 12+00 700 r, 698 AL " r' 696 694 Know what's below. SCALE: 1 0 Call before you dig. 692 50' 25' so Too 1 /T