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HomeMy WebLinkAbout1.2-7255 Ph 1BASIS OF BEARINGS: INDEX OF SHEETS LF 1005 SHEET TITLE 880 THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LF 318 4" PVC LATERALS LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON 1. TITLE SHEET EA RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS 2. NOTES AND SPECIFICATIONS 3 THE BASIS OF BEARING SHOWN HEREON. EA 2 POINT OF CONNECTION EA. 3. PEMBERLEY PASSAGE AVENUE I BENCHMARK USED: STORM DRAIN IMPROVEMENTS STA. 10 +00.00 C.L. TO STA. 20 +00.00 C.L. 30" RGJ -RCP DRAIN 4. PEMBERLEY PASSAGE AVENUE 24" RGJ -RCP DRAIN TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 532 STA. 20 +00.00 C.L. TO STA. 21 +92.05 C.L. INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING CATCH BASIN WITH 3.5' OPENING DOWNTON COURT 5 THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., EA. 1 STORM DRAIN MANHOLE EA. 5 STA. 10 +00.00, C.L. TO STA. 11 +26.69 C.L. ELEV = 367.96' (NAVD 88 DATUM) WHITE LANE AUDLEY END PLACE m 0 } m W Y STA. 13 +60.70, C.L. TO STA. 15 +30.46, C.L. NOTE: 5. GRANTHAM AVENUE SUBTRACT 1.98 FEET TO GET TO USGS /CITY DATUM w STA. 9 +41.88 C.L. TO STA. 11 +13.00 C.L. 14 a 13 DOCKERY STREET (NOT A PART) m STA. 10 +00.00, C.L. TO STA. 14 +58.00 C.L. 6. HIGHCLERE WAY STA. 10 +00.00 C.L. TO STA. 15 +11.32 C.L. RAILROAD HOVINGHAM DRIVE STA. 18 +22.09 C.L. TO STA. 24 +10.32 C.L. MULTIPLE UTILITY TRENCH I_ 5' 5 TYP. Y Y I m3 -=T7 4.5' MIN. 60" TO 7' MAX. oo TYP. MIN. ON DEEP SEWER, SLOPE LATERALS / \ TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. SEWER MAIN 5' rYP. NOTE: UNIT 2 IS NOT A PART AND SHALL BE SUBMITTED SEPARATELY. R (L 5' WATERLINE FINISHED STREET GRADE 36" TYP.I _ I 4.5' MIN. p TO 7' MAX. 1% MIN. � _ 7SE�T LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION �k 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 WATERLAN. 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. LIST OF MATERIALS SEWER IMPROVEMENTS UNIT 1 12" PVC SEWER LINE LF 1005 8" PVC SEWER LINE LF 880 6" PVC SEWER LINE LF 318 4" PVC LATERALS LF 1303 SEWER MANHOLE EA 9 SEWER MANHOLE (DROP) EA 3 SEWER CLEAN OUT EA 2 POINT OF CONNECTION EA. 1 PROPOSED BLOCK WALL -SEE SEPARATE PLANS I STORM DRAIN IMPROVEMENTS 0 O 30" RGJ -RCP DRAIN LF 348 24" RGJ -RCP DRAIN LF 532 18" RGJ -RCP DRAIN LF 1055 CATCH BASIN WITH 3.5' OPENING EA. 5 CATCH BASIN WITH 7.0' OPENING EA. 1 STORM DRAIN MANHOLE EA. 5 POINT OF CONNECTION EA. 1 LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SO STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWUNE P/L PROPERTY LINE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWUNE 354 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. -- o CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. O CURVE NUMBER CONSTRUCTION NOTES: °a O CONTRACTOR TO VERIFY LOCATION AND INVERT L1 LINE NUMBER 0 ELEVATION OF EXISTING SEWER &STORM DRAIN Oj CONSTRUCTION NOTE F- LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER 0 OF ANY DISCREPANCIES. 8 20 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE S- UTILITY M PLAN FOR DETAILS. S =SEWER 000, D =DRAIN O PROPOSED BLOCK WALL -SEE SEPARATE PLANS I FOR DETAILS. 0 O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN FOR DETAILS. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. PROJECT AREA: 37.54 ACRES VICINITY MAP NO SCALE 10 --T \ LCI u� VEIST �TtNT. TRACT 7257 ` UNIT 128 25 27 ` 26 KEY MAP SCALE: 1"=200' CITY OF BAKERSFIELD KERN COUNTY SEWER AND STORM !771 CALIFORNIA DRAIN PLANS VESTING TENT. TR. 7255 - I--- N N m wa O DENOTES SHEET NUMBER NOTE: UNIT 2 IS NOT A PART AND SHALL BE SUBMITTED SEPARATELY. NOTE: CONSTRUCTION TO BE COMPLETED WITH STORM DRAIN TERMINAL BASIN FOR TRACT 7256 UNIT 1 & 2 FOR NOTICE OF -COMPLIAN E comFL.ern o �-4, UNIT 1 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. 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. APPROVED BY- ROGER A. McINTOSH R.C.E. 33322 EXP. 6 -30 -16 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY INDICATED AS "PUBLIC" WILL BE MAINTAINED BY THE CITY OF BAKERSFIELD AND ALL OTHER ARE TO BE PRIVATELY MAINTAINED. r. 3fn1,s APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31 -16 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DIG ALFMItT Call: TOLL FREE 1 -800 -227 -2600 00 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STOCKDALE °a T. .30 S., R. 26 E. tics, o M 0 1 �9b Of F- rn 0 rn o' O 2 of PROJECT IT 0 M 0 z 000, Of MING AVENUE I Tk sm 0 < U (io 0 N 11 2 J w co z '^ H �O a HL aam N WHITE LANE 5 m 0 } m W Y a z w 14 a 13 m U) OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE 10 --T \ LCI u� VEIST �TtNT. TRACT 7257 ` UNIT 128 25 27 ` 26 KEY MAP SCALE: 1"=200' CITY OF BAKERSFIELD KERN COUNTY SEWER AND STORM !771 CALIFORNIA DRAIN PLANS VESTING TENT. TR. 7255 - I--- N N m wa O DENOTES SHEET NUMBER NOTE: UNIT 2 IS NOT A PART AND SHALL BE SUBMITTED SEPARATELY. NOTE: CONSTRUCTION TO BE COMPLETED WITH STORM DRAIN TERMINAL BASIN FOR TRACT 7256 UNIT 1 & 2 FOR NOTICE OF -COMPLIAN E comFL.ern o �-4, UNIT 1 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. 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. APPROVED BY- ROGER A. McINTOSH R.C.E. 33322 EXP. 6 -30 -16 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY INDICATED AS "PUBLIC" WILL BE MAINTAINED BY THE CITY OF BAKERSFIELD AND ALL OTHER ARE TO BE PRIVATELY MAINTAINED. r. 3fn1,s APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12-31 -16 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DIG ALFMItT Call: TOLL FREE 1 -800 -227 -2600 00 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C-4 7(b W g MM i yc sf ,o 0 O Z X d 0 V b A J J > U a 0 "' o M � C14 F- rn rn o' O z 0000 t° M 0 O o a I o _j Ld W < U (io r J w co '^ N a W Y m m 0 } m W Y C-4 7(b W g MM i yc sf ,o 0 O Z X d 0 V b A J J > U a 0 STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING 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 SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT - OF -WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D -11, D -14, D -16, D -18 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C -12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. THE PIPE AND FITTINGS FOR 6 ", 8", 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. 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. 5, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6, REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C ". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25'C t3 ). PROPERTY I I (PAR. 1,C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50 -60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35 -50 t5 WEIGHT CHANGE 11.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY 11ME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG /M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7- 2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL C4Z6PC*InG : • 20% ** 5% 5%** 1 % ** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE - QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. * *VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE 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 LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. 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. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR ANO 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 LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P -2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT - SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH {MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT -AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT 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 LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LI NER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 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 do RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7- 2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE 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 APPLI ED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C ". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "O ". 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 0 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F -679 (T- WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. ". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO -GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. -(Y /100 X BASE PIPE 1.0.) 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 GRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE- BACKFILLED, RECOMPACTED AND RETESTED UN11L THE MANDREL TEST CAN BE PASSED. RE- ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S -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 WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S -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 WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUC110N 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 CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE, CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BAGKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFTLLEO WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR ROLLING AS SPECIFIED ABOVE. MERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL TESTING AND 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 BAKERSFIELD STANDARD S -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 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. t0. 5WER PIPE INSTALLATION 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 AN01 BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO 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 LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED ENO PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE, IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER EXALTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON 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 CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12, WYE FITTINGS SHALL BE INJECTION MOLDED IN -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. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT -OF -WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT -OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT -OF -WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65- 1.068, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM 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 LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED /JACKED P CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WI LL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 17. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS 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 ENCASEM SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 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. ��_ / DIG ALJMT Call: TOLL FREE 1- 800 -227 -2600 00 AT LEAST TWO DAYS BEFORE You DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA t,-�, ,-) ;s,�- HOVINGHAM DRIVE (LOCAL COLLECTOR) 1;5 SEE SHEET 6 / 1 5 A ! 7 c6 m I C7 N I r 5� ` J0 Z ; f 0 Ci 4 o 6 ti�a� 'co N NN 6 7�W�int a N N -L 12 "s _ -'� N65'21'S2 "E 12 "S -SEE TRACT 7256 50.43' E U 36" 11 s1- F- 1463'S9'19 E "0 _SEE FACT 7256 55.54 U RIGHT -OF-WAY TO E�cm a pEDICATE.D UM PER LO ADJUSTMENTNo. 14T 0373 ` �pNp DRAINAGE EASEIAENT rJ6 ��,vdo PER DOC. 4 021503022 o 'c l y�y6 153.23' 5 VEST. TENT, 366 R, 7257 S45.03'09 "E J 1\11 IT J a 370 LINE NO. BEARING 368 L1 N8326'52 "E 153.23' INSTALL 55.54' LF 366 OF 36" RGJ -RCP S45.03'09 "E 0 0.24% a 364 �I ** °~ Z� Z Q1 CONSTRUCTION NOTE co s a 2'n,MM 362 z Lj > > > CB SMH N ZZZ moJ Z N Z �Omm Q (60 360 �� 02 O +M MM ►oi dr H I O P.A.F.L. �+MMM o <WWW 0 H J J J 358 c0 u) N cn w w W � n of ai ao + rn M 356 3s .3 ro 355.5 T. TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION -- W �- - - -__� _ INSTALL 265.74 LF OF 12" PVC 0 -0.15% 354 ----------------- a ; CONSTRUCT SEWER MANHOLE a� NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" 352 = 354 WITH 3.5' OPENINGS PER C.O.B. STD. S -12. 1 o� 354 354 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ® 350 ELEVATIONS UNLESS OTHERWISE NOTED. 1 L L r T *SEE TRACT N0. 7256 -UNIT 1 & 2 - - 348 SEWER AND STORM DRAIN PLANS CONSTRUCT STORM DRAIN PER CITY STANDARDS 350 **TRACT 7256 -UNIT 1 & 2 TO BE ® CONSTRUCT STORM DRAIN I� CONSTRUCTED SIMULTANEOUSLY 346 `� - -- - ------ - - -� -- 36" DRAIN -- INV. A S =0.24% INV. 36" CONSTRUCT CATCH BASIN 344 DRAIN 346 � e \e 1 INSTALL 347.66 LF OF 30" RGJ -RCP 0 0.12% Jj \Jl'r r J rUR SrH JJL SITE (PART OF UNIT 3) PEMBERLEY PASSAGE AVENUE STA. 10 +00.00, C.L. TO STA. 13 +61.38 C.L. (PUBLIC STREET) STA. 13 +61.38, C.L. TO STA. 20 +00.00 C.L. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 104.82 LF OF 24" RGJ -RCP 0 0.12% PUBLIC INSTALL 237.87 LF OF 24" RGJ -RCP 0 0.12% LINE TABLE LINE NO. BEARING I LENGTH L1 N8326'52 "E 153.23' L2 N65.32'23 "E 24.29' L3 S45.03'09 "E 36.87' INSTALL 189.40 LF OF 24" RGJ -RCP 0 0.12% W °o wcnc3n No zcnw3 �� z3 ZJ C14 ro ZO pp 00 NN ZJ NN 2 U » > J = L5 �^ ZZZ tU zzzz : o ZZ Z�") 000 N ZO NN Q� 0 0 0 Z'n 1) Q� o- a' n c� n Q - a' t\n D+ d d'v w0 o+ d w N MMM D 41 MM MM �tD MM `�ssy APPROXIMATE FINSIHED j > j j > O Q W W W a > > >> o Q W W O O. GRADE 0 CENTERLINE J J J O Q W W W W W w -- a a.� (n N W W W H H J J J J 2 - - - - - - - - "4 j (n cn w w w w `i7� to (n J Toil sT�y �1�11 4s\ T04i 4.6 TAM• T ---- - - - - -- °l! ------- - - - - -- N 0' ' L , -- -- -- -- INV. 30" DRAIN -- \---INV. 30" DRAIN \ --INV. 24" DRAIN �- -INV. 24" DRAIN I 342 � ---------------- SEWER X12" 340 0 S= -0.15% 12" SEWER INV. 12" SEWER > 338 * *SEE TRACT NO. it I 7256 -UNIT 1 & 2 0 SEWER AND STORM 3 a 336 DRAIN PLANS o [-EnUW-JJ M� N z H NZ * *TRACT 7256 -UNIT 1& 2 a Z z 334 TO BE CONSTRUCTED Z ,,, J >z j SIMULTANEOUSLY ° C' -? aW Z� ^n 332 QM �+ m 330 c!l� En WW 328 INSTALL 50.43' LF 114.98' OF 12" PVC O -0.15% OF PVC 0 0.15% 326 8 +00 9 +00 10 +00 oNZ Ui ^ 104 N- J C) Z j Z O. u7 ul U OMM N W W INV. 12' SEWER INSTALL 256.65 LF OF 12" PVC 0 -0.15% INV. 12" SEWER CURVE e• ' INV. 12" SEWER CENTERLINE SCO SEWER CLEANOUT (D CURVE NUMBER 1 INV C W W U W In G a J l= O 3c w Z > Q1 CONSTRUCTION NOTE LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER 6.83' �d > >> z Q�'�iv04o CB SMH J `zzz W moJ Z a0 �^ 4f 'to 'M w OW U > > > ZZZ ►oi dr olxJ�- O PROPOSED BLOCK WALL-SEE SEPARATE PLANS P.A.F.L. �+MMM Q aZMnnU) =woL�W r, w V O -'Jln � O �MMM V a stJ<n to J � O Q of ai ao + rn M Q W W W ~ W W W 358 X a TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION _ w w INSTALL 184.68 LF OF 12' PVC 0 -0.15% v� W < W W _ INSTALL 265.74 LF OF 12" PVC 0 -0.15% co M rn M v n W Uj Cn w w w INSTALL 135.43 LF OF 11+00 12 +00 13 +00 LEGEND: CURVE CONSTRUCTION NOTES: CL CENTERLINE SCO SEWER CLEANOUT (D CURVE NUMBER 1 INV INVERT SDMH STORM DRAIN MANHOLE 92.73' Ot CONTRACTOR TO VERIFY LOCATION AND INVERT SD STORM DRAIN EXIST EXISTING L1 LINE NUMBER ELEVATION OF EXISTING SEWER &STORM DRAIN MH MANHOLE EL.EV ELEVATION Q1 CONSTRUCTION NOTE LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER 6.83' 01'33'55" MZ OF ANY DISCREPANCIES. CB SMH CATCH BASIN R/W RIGHT OF WAY SEWER MANHOLE F RIGHT E l- PIPE SIZE "S- O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE 500.00' 108.30' 8 UTILI TY PLAN FOR DETAILS. P/L PROPERTY LINE TP TOP OF PAVEMENT S =SEWER D =DRAIN O PROPOSED BLOCK WALL-SEE SEPARATE PLANS P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT 360 FOR DETAILS. =woL�W r, w V O -'Jln � O �MMM V a stJ<n to FLOWLINE ZZZ ml O Q +fMM V41M En ° M i- r7 _<w w ago �» Q §.-muJ � Q• -WWW W W W W 330 360 a- 358 4 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING 354 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION _ w w INSTALL 184.68 LF OF 12' PVC 0 -0.15% v� PLAN FOR DETAILS. • $ CONSTRUCT SEWER PER CITY STANDARDS co M rn M J! G CONSTRUCT SEWER MANHOLE 356 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 354 WITH 3.5' OPENINGS PER C.O.B. STD. S -12. 1 o� 354 354 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ® CONSTRUCT SEWER CLEANOUT ELEVATIONS UNLESS OTHERWISE NOTED. 1 L L PER C.O.B. STD. SW -6. 352 1,T • -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS 350 LL 1 1 ® CONSTRUCT STORM DRAIN 348 350 TYPE "A" PER C.O.B. STD. SW -4. 348 INV. T CONSTRUCT CATCH BASIN 346 346 TYPE "A" PER C.O.B. STD. D -14. 344 CAI 14 +00 PUBLIC 15 +00 16 +00 12" PVC 0 -0.15% PUBLIC C � --INV. 24" DRAIN N O) NC14=' QNA WW;! \1T "'� - SEE SHEET 6 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 183.39' 92.73' 21'00'52" 2 500.00' 156.28' 78.78' 17.5429" 3 500.00' 13.66' 6.83' 01'33'55" MZ 500.00' 142.62' 71.80' 16'20'35" J� U 500.00' 108.30' 54.36' 12'24'36" INSTALL 35.18 LF OF 1 370 18" RGJ -RCPO 0.12% SEE SHEET 4 FOR CONTINUATION 1 368 INSTALL 156.65 LF OF 18" RGJ -RCP 0 0.12% 366 �I X�w3 ° U)WCnn C) 364 )o zZCn I 0 >Lri00 co � z - -- N Z 362 -j °O ,CU ZZZ PIT ZZZ p 000000 a ~1 360 to �coMMM � :>» 358 Q W W W f? Q J J J )u) WWW <n WWW �s • 356 354 ------ - - - - -- -- - - - - -- -w 3 352 350 1348 INV. 18" DRAIN INV. 18" DRAIN SEE SHEET 4 FOR 346 • CONTINUATION 344 ' \- INV. 8" SEWER SEE SHEET 4 FOR " 342 . I . CONTINUATION ° I 340 370 ' INV. 12" SEWER < INSTALL 17.42 LF OF 18" a 1 338 368 RGJ -RCP 0 -4.00% o i Li z J 3 Z LIJ I= °) ' z = 1 336 366 0 ui z IJ d' � N � SO+o+w E N N N Q Q W 368 368 366 INSTALL 70.39 LF OF 18" 366 RGJ -RCP 00.11% 364 Z I o M 364 0 > o MN �Z o 362 ui Z - 362 e Q = V> u z Q) Z MO aZM� Z 360 al Q �O rl o�0 360 Ui 4 +� 3 pL) pn w Z � M U- Q W c � w > of m > w 358 m o� J � I � J 358 no WI to U)W 2I NNW > 3561 3ya6 QM. wI 356 354 354 cn cn V 352 , L 352 Z , , J 350 - - 350 348 ui 348 ui 346 N L-\\--INV. 18" DRAIN 346 0 0 Lo LIJ 344 0 344 0) 342 a Sao 9a INS. 342 0 z 00 o �' Q O I o 340 340 W Q � W U 00 338 338 3 0 SECTION SCALE: 1" = 50' HORIZ. 3 0 Of 1" = 5' VERT. Y m o W Y U in ` U 370 PUBLIC PUBLIC 370 H INSTALL 31.00' LF OF 18" INSTALL 15.00' LF OF 18" 368 RGJ -RCP A - 3.45% RGJ -RCP ® 3.27% 368 366 J_ w a�M Z o3w� 366 z z Co N o �u- °rn"i 3 ``o�Ki •'ro ,r, C'i 364 0 r3 o rj d M j N I ®° aZCnw �� 364 MZ �� �, Z N M z t 362 J� U ,a j co 00 d• W J >w QIZ -J�• -N O J >w Z Z U Z C (..j co - j - j �Z J �= U > >> Z J ZZ�WJ Q ZZZ ZZ�wJ - > .Z 360 w 0 a�N a !n W 'o L.� Cn (O c W Li Q a J In z W M �") M Q a J w m °� o Q Q m0� o -�� a,� pr, � o+LiN a N m 360 360 +� Zvi =woL�W r, w V O -'Jln � O �MMM V a stJ<n to �M ZZZ ml O Q +fMM V41M En ° M i- r7 _<w w ago �» Q §.-muJ � Q• -WWW W W W W 330 360 a- 358 °z�� "��woW ml°rJJJ "�?�0W °z <� 358 _ w w INSTALL 184.68 LF OF 12' PVC 0 -0.15% v� W NW C-0 1� inZ0 m N NwWW (:orM U)zo W w co M rn M J! uj ai 356 356 354 1 o� 354 354 - a I L. . 1 L L 352 1,T L L 1 1 352 350 LL 1 1 352 350 348 350 348 348 INV. 18" DRAIN \ -INV. 18" DRAIN 346 346 346 346 344 CAI D a 344 cc oLn cn 342 342 W � IN`I a 3� 16 1N4. 342 340 340' �? 340 338 acf) 340 338 c0 O O° ui N Z N Q w V to N� H in 1 INSTALL 7.42 LF OF 18" J z ao W" � QI 334 364 't J_ w a�M Z o3w� L? z z z ? z j) �N O ,r, C'i OZZN w o O Ld MZ ¢ 364 2 z mm DI =O. Ln Ln Cf z (fly u; LM O N 332 362 J� ° ``' Uj zadJ Z�l�OdN JMJ > W '-1•' I j - Q�ma) c� _oQOrn4a; ¢ =c> >» 360 360 �• r7M r7 �Z z us N i ZZZ ml O Q +fMM V41M En ° M i- r7 _<w w ago �» W W fxaJ3Q W W W W 330 360 a- 7u) a®� N"' m��„�o JL� Q a Q N��� cwn _ w w INSTALL 184.68 LF OF 12' PVC 0 -0.15% v� w w w INSTALL 132.35 LF OF a+o M v'n �M J N _ I O Q co M rn M 17 +00 PUBLIC 18 +00 8 "PVC 00.49% o <W Q� <w0- W o <WwW SEE SHEET 4 FOR 328 358 _ 0 a m z u)5 row uj � EnJwJ CONTINUATION w NW c� Nzo aW I N NW W W 326 356 19 +00 20 +00 354 0� 352 a 'ti L i , al 350 L 348 INV. 18" DRAIN 346 344 342 340 17I01 AT ERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 338 o� a 339 92 ItJV. SECTION C SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. SECTION 8 SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. 370 370 370 INSTALL 7.42 LF OF 18" 368 368 RGJ -RCP 0 1.57% 368 366 366 366 w o 364 364 Li J � N °O � U"i N m �cnlal c "' a. 364 w l 0 C14 Q z c0 cq Z J M W ^ 00 '- 362 362 (n J O W > W Q =ci >j zo"�J �'> 362 CL m W ff W 360 360 wI ? rimm m`t LM-�p dcIM CC u: Q QOIi W F Cn 360 W tY ml O Q +fMM V41M En ° M i- r7 _<w w ago �» 358 358 w Q m w a1 0 <ww 0� <aa o aW 358 ;NWW L4�(nZO WNW 356 356 J! 356 354 354 - a 354 L. . 1,T z 352 3526 LL 1 1 352 350 350 350 348 348 INV. 18' DRAIN 348 346 346 346 344 344 CAI 344 cc oLn Q 342 342 W � IN`I 342 co W 340' �? 340 340 acf) 340 338 338 338 W O- SECTION D O W co W SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. I. )- -I;�5-5 r fD V) z 0 W tY Q 0 z J C3 a Z < LV Z LU cc Q co W acf) W O- O W co W N m ~ W ai CW Z Go V Q LL 0 a' -O 370 I%. o � Z v\ \C J 1\11 r "1 K 5 HIQ�s� SN�E� VEST, rr N r, TR, 7255 10 UNIT 1 � 1 rn M I W V) F- U Jw n O� ' v. Iw�NOO; ��t- cr N O tnf*-- I cq 1 �� r J J\11 IT 1 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) STA. 20 +00.00, C.L. TO STA. 25 +16.78 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 30° i ! 3' DOCKERY STREET (PRIVATE STREET) SEE SHEET 5 344 - -u INSTALL 35.18 LF OF ro 3: (n rco �o o J co w 368 >; >: 18" RGJ -RCPA 0.12 Z9 342 S�CONTIN 00 INSTALL 156.65 LF OF 18" i tin Z INSTALL 215.03 LF OF 18" RGJ -RCP ® 0.12% CONTINUATION + 366 RGJ-RCP 0.12% ®3 340 04 w X C w w 3< w w W W cn 338 INSTALL 129.16 LF OF 8" SEWER 0 0.35% SEE SHEE FOR Lr� cn I O Ni M U-) ' °O W ° Z 40 W 3 W Vwi 336 CONTINUATION + } Q N M co � � 3413 o I �o � rW IV) --I 334 346 W . Z z z - - - co 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O w 3 a 364 o~ 358 358 �J C5 z°owtn3 W + M ZO°zcn3 PLAN FOR DETAILS. = 362 Z00 VIWN LLJ �O �I!'I ��� W 3 OWE �� w 30 PROPOSED BLOCK WALL-SEE SEPARATE PLANS JtA��r = W W z g ZJ O Q U j ZZZ 328 _� Q U > >> GROUND ® CENTERLINE �� ! ° ml� Qcijj> J� =1N �� �. �� z z z } 360 M pt) a F- a ai Oo: Eq ZOO 58.12' ;c- ul � � I 340 z0dd� aKimaoao — ' ' SIN o! +�f`f\ oO,,�MM 320.00' iui w W lY wno6c600 0 +��� Y v O 358 �OaO o ^r +��� �N >» NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" N NMMM o 352 338 otMMw7 O W W W 352 O< w W w �I O > > > <WWw Mn �'"� W W 350 H V) H W W W V) Li Ld LJ � 356 cU) En W W W °N 0 W o I 3 w Z 332 E&� �r Jm M > co -1 w = Q r APPROXIMATE FINISHED GROUND i' Z a c» 354 ------- - - - - -- 348 � �� ® CENTERLINE W �• W }0 I. � � o ro� "IF pQ = ^mo'� -----�-- ---- --- - Z� 5 _-_'_--------------- oQ + rroi co 6 m2 j +� r NM N - --- M M' N t~n LwiJ 352 353 3 326 t—ow z r-� 344 w V I W W W W W w 356 W w INSTALL 61.08 LF OF 8" PVC e m 344 W 0-0.35% 324 0 14 +00 15 +00 350 -- -- -- -- -- 342 342 I a w 348 354 _ • cn w INV. 18' DRAIN — INV. 18" DRAIN �� .�. ------ - - - - -, - 346 SEE SHEET 3 FOR INV. 18" • �_� • --��� ' ' �� . _ . - -- - -� INV. 12" SEWER EXIST. INV. 1w< CONTINUATION DRAIN •• =_ • . �---� - 338 -INV, g° SEWER 350 IL `1NV. 8" SEWER W IW -0 5zR 344 - -u 3W O ro 3: (n rco �o o J co w INV. 8" SEWER >; >: I 2 Z9 342 S�CONTIN 00 I i tin Z N CONTINUATION + mod' MM MM 340 04 w X C w w 3< w w W W cn 338 INSTALL 129.16 LF OF 8" SEWER 0 0.35% CD Lr� cn I O Ni M U-) °O W ° Z 40 W 3 W Vwi 336 + } Q N °' co � � 3413 o I �o � rW IV) --I 334 346 W . Z z z - - - J 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O w 3 a z r\ r CO 358 358 ? �� 358 + M 332 PLAN FOR DETAILS. = CURVE M M C4 ` a I W 3 > <wGiw 330 S =SEWER D =DRAIN 30 PROPOSED BLOCK WALL-SEE SEPARATE PLANS W N W W INSTALL 132.35 LF OF 8" SEWER ® 0.49% 108.30' INSTALL 289.84 LF OF 8" SEWER 0 0.69% 328 SEE SHEET 3 FOR 356 GROUND ® CENTERLINE �� ! ° ml� CONTINUATION 2 326 342 �p�� �L 19 +00 < 20 +00 21+00 22 +00 LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWLINE PA PROPERTY LINE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWLINE 354 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. -- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. mr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. J 23 +00 24 +00 FA i A,1 ' �oP �� ax �Pti 13 7 0 15 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 25 +00 2 �1 I I r I 2 in `a s U I- W � o PPA Q rn �P•AF'L' ion-- - 4 SEE-JNIT 2 7T5- - -u 3W O ro 3: (n rco �o o J co w J Z ij> >; >: I 2 Z9 .zz 0�in Y 00 lo i tin Z N Z (6 + mod' MM MM j 04 w X C w w 3< w w W W cn cn W W INSTALL 129.16 LF OF 8" SEWER 0 0.35% 7 23 +00 24 +00 FA i A,1 ' �oP �� ax �Pti 13 7 0 15 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 25 +00 2 �1 I I r I 2 in `a s U I- W � o PPA Q rn �P•AF'L' ion-- - 4 SEE-JNIT 2 7T5- _._ �. -.- M r A P.A.F.L. °a Q (P� � Cf �r J PA r0 w ,I N NOT A pgRffT) o aa..< a. - -u WW ,# rY W J �o ° = J 1\11 IT J w 1W N QO J3 I 2 J U J �Z 0 U Y X o r " Oo of a _ PASSAGE ~I~ Z (6 AVENUE � +a+ (PRIVATE STREET) WITH 7255 UNIT 2 M W Lo Lo SEE SHEET 3 C> Lo o z a-, v cn o + x3 QQ j �'' i I 7 Lr� cn I O Ni M U-) N 40 348 -- - - - - -- - -- 362 3413 o I �o � rW - co INV. 8" SEWER 346 - N18' 4'11 'W J 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 8 "S 61.80' 2 _._ �. -.- M r A P.A.F.L. °a Q (P� � Cf �r J PA r0 w ,I N NOT A pgRffT) o aa..< a. 4b 4A e moo/ AUDLEY END PLACE ---- (PRIVATE STREET) STA. 13 +60.70, C.L. TO STA. 15 +30.46, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 364 362 360 358 APPROXIMATE FINISHED GROUND 0 CENTERLINE 356 a 354 352 r J Z � WW ,# P,gssEjllB�•R IPRI�AGE �Y ra= a_r Set S3r)vf I 2 X o r CONSTRUCTED ~I~ J 1\11 IT 1M CJ CJ PROPOSED I 350 4b 4A e moo/ AUDLEY END PLACE ---- (PRIVATE STREET) STA. 13 +60.70, C.L. TO STA. 15 +30.46, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 364 362 360 358 APPROXIMATE FINISHED GROUND 0 CENTERLINE 356 a 354 352 R, 7255 J 1\1 IT ' 1 I 2 X o r CONSTRUCTED ~I~ �v o I_j / PROPOSED I 350 WITH 7255 UNIT 2 > > C> Lo o z a-, v cn o I 24" DRAIN 7 Lr� cn I O Ni M U-) Q1 CONSTRUCTION NOTE 40 348 -- - - - - -- - -- 362 3413 1" = 5' VERTICAL 8' SEWER I INV. 8" SEWER 346 0 S= -0.35% J 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 358 358 U 358 370 W PLAN FOR DETAILS. CURVE RADIUS ` z 344 Z S =SEWER D =DRAIN 30 PROPOSED BLOCK WALL-SEE SEPARATE PLANS •,Q 1 500.00' 108.30' f- 54.36' 12"24'36" 356 GROUND ® CENTERLINE �� ! ° ml� 368 2 a 342 �p�� �L A`� < INSTALL 17.42 LF OF 18" INSTALL N 3 37.00' 58.12' N RGJ -RCP 0 0.94% RGJ a I� 340 354 — ' ' 354 366 320.00' iui w W lY 1 86.93' 1 30'23'44" INSTALL 68.53 L.F. OF W NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 352 s" PVC ® -1.00z 352 338 LJ °' 352 Iui I0 336 N JJ Z ONN > N CD N 334 350 350 362 a o ° M Q I °° S Z `� �Mj �' O °N 0 W o I 3 w Z 332 ~ mOW �r Jm M > co -1 w = Q r i' Z Ci j c» Z -i � roo 348 W 00 348 W �• W Z Z z Z - W �r Z) Z,,- . <w1 o ro� pQ = ^mo'� Z� +� oQ + rroi co 328 m2 j +� r NM N w M M' N t~n LwiJ 11��J. Q " w W W> 326 t—ow z r-� 344 w V I W W W W W w 356 W w INSTALL 61.08 LF OF 8" PVC z o w w 344 W 0-0.35% 324 14 +00 15 +00 0 L) U N Z rUrUR SC.H0JI S IT r (UNIT 3) PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE LEFT AND SHEET 3 %SgeE (PRIVATE SkEtFT VEST, TENT. R, 7255 J 1\1 IT 1 1 I 2 X o r �v o I_j / uJ 64 W O M Ln fl 3 J n C> Lo o z a-, v cn o v 7 Lr� cn I O Ni M U-) v aT .rte n i s J I 1 JO. VO \L /, • co M - - -- - - `y � s = _ , Qs A.F.L. - - - :P /L �i vQ ) 2 4 co UNIT 1 _ VEST, rr N r. R, 7 55 16 +00 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 CONSTRUCTION NOTES: DOWNTON COURT 366 O1 CURVE NUMBER (PRIVATE STREET) 364 L1 LINE NUMBER STA. 10 +00.00, C.L. TO STA. 11 +26.69 C.L. Q1 CONSTRUCTION NOTE SCALE: 1" = 50' HORIZONTAL 362 1" = 5' VERTICAL 360 360 360 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O 358 358 358 370 8"S— UTILITY PLAN FOR DETAILS. CURVE RADIUS ` TANGENT DELTA S =SEWER D =DRAIN 30 PROPOSED BLOCK WALL-SEE SEPARATE PLANS APPROXIMATE FINISHED `s 1 500.00' 108.30' 54.36' 12"24'36" 356 GROUND ® CENTERLINE �� ! ° 356 368 2 500.00' 356 �p�� �L 07'52'01" INSTALL 17.42 LF OF 18" INSTALL 13.42 LF OF 18" 3 37.00' 58.12' RGJ -RCP 0 0.94% RGJ -RCP ® 0.12% 354 354 — ' ' 354 366 320.00' 1 169.76' 1 86.93' 1 30'23'44" INSTALL 68.53 L.F. OF NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 352 s" PVC ® -1.00z 352 364 LJ °' 352 N JJ Z ONN > N CD N ELEVATIONS UNLESS OTHERWISE NOTED. 350 350 362 `n �co ° M Q I °° S Z `� �Mj �' ° cq M c6 Z `° °'� �r 350 J Z mm O J J Ln Jr� M > co -1 w Call: TOLL FREE c» ZZUWw Q ci <- zzUww U> 348 348 I 348 360 Z �- w ° Z - W �r Z) Z,,- . <w1 ZZMWJ M? < a -- W ^° M d: ? INV. 6" a M�Mp m i7 M W J R M .6� tY m o M 0 a Mppipp L- 346 346 - SEWER °z J 346 358 +� r NM N _' + +dam U'ANWN W °NMM rh N Q W m M N =' + +s♦• U�NWNr NM f- vi N Q W N I ° z r-� mow W W t—ow z r-� 344 344 356 W w z° c , w W z o w w 344 W U + M 342 342 I a w 342 354 _ • cn w — 340 340 .�. ------ - - - - -, 340 352 , o xo i . _ . - -- - -� INV. 12" SEWER EXIST. INV. 1w< 338 338 J ® 338 350 W IW -0 5zR 336 336 W V'„ ° <6 0 w 3 Fo Of o 336 348 INV. 18" DRAIN INV. 18" DRAIN 3 w z C14 N Z 334 334 334 Q p `�' °° `„ o m o - N - 334 346 INV- _ j m� W _ °6 ZZZ a°-i - 34 314,1_"­"- 332 w o w . -- °=o� °� ° = ° ° °a 332 ° w V) Z L6 M N O O 000ofqt 01 oQ�oioi ±MM"' 342 ow �N 330 330 W�oMMn >W t"�� o� 330 aco xw uj j >> >w> w W w W vV) 328 328 W W (n In W W �'� VI INSTALL 138.06 LF OF 12" PVC 0-0.15% 328 340 PUBLIC Z 326 X 326 338 326 9 +50 10 +00 11+00 w 12 +00 SECTION A 324 SCALE: 1" = 50' HORIZ. 4 1" = 5' VERT. 16 +00 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 � , �- bass I CONSTRUCTION NOTES: O1 CURVE NUMBER 1 CONTRACTOR TO VERIFY LOCATION AND INVERT 0 L1 LINE NUMBER ELEVATION OF EXISTING SEWER & STORM DRAIN Q1 CONSTRUCTION NOTE LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PIPE SIZE 2 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE O CURVE TABLE 8"S— UTILITY PLAN FOR DETAILS. CURVE RADIUS LENGTH TANGENT DELTA S =SEWER D =DRAIN 30 PROPOSED BLOCK WALL-SEE SEPARATE PLANS 1 500.00' 108.30' 54.36' 12"24'36" FOR DETAILS. 2 500.00' 68.65' 34.38' 07'52'01" O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING 3 37.00' 58.12' 37.00' 90'00'00" PLAN FOR DETAILS. 4 320.00' 1 169.76' 1 86.93' 1 30'23'44" NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT RT DIG ALERT ELEVATIONS UNLESS OTHERWISE NOTED. Call: TOLL FREE 1 -800- 227 -2640 00 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA � , �- bass I HIGHCLERE WAY r PASSA�� AvU��.,� (PRIVATE STREET) UNIT J J (PRIVATE STREET) SEE SHEET 6 �,�J J r J SEE SHEET t4 � Nr I I °� II 18'' O�� O J ' I - 38 38 37 36 34 NW �` o 10 ' D, 38 1 a o �� t i y ' 3 °°� F__: N - R /�FRy 3 I W I W 1 � U 1 J c) �Ki I 'u �W� // 'E,R�s j�PFF �� vwi I w I u' I z oa� I cici tL1 i i I M oNM 27 I of <� 18' Cyl ffT T P EZi 1 ° u' I °a u' ' -- -- -° ; t wow Q h Z `- M W N o cg O / / j8� 5�� `\ 3 9 O Il LL, U J_ ,,, c� J c'nv v o 1 I N W a U _ Pa'�vP ° I I I I F- 'n j Z'a 0 > w - - tri c� ° Q. IQR� SF-� 18 . a; ' 00 tri "' I o N +'> 1 w ao + 11 J7W D J 7 \ O M I � O d LAW - -NQ t Q In 1 00 zO Ui WJ I z cjc/) LiV / % `;', / N M O M I d' I �rriQ I tl N !'� = W to to cn N ti / / � N 1 a 00 0] p �° I 39 O NN O rno // e�/ ./ O `.\ \� O N + I CO + r ' � �� Z }M -CCDD I I LJ -F-< (na I U r Q .� I w = F N \ o + toNa . I 1 r N . o+ o+ = u-) + 2 6 I z� rn C.) o a \ \ + i d I ° N cn ao U + + cavil +o+ / i / t I } r¢ + r ci t-on - — i o o U =��W I , 23 1 \\ O U I N a 1 ¢(na z�r¢- ~F- Ow w� �`'�� / o a,. (� j � 2 ¢ Q P L m(n 00 i It °o' w (n to (n z a ' w r F ? F- F- % =1 �O I 1 J 1 t 5 �cf: � cV) can �� N_ / _ _ .. _ _ �� ° — cn / _ � 3 PA U / CL INTERSECTION /B.C. S6532'23" W RAD. ! \ \a p.A.F.L� - - - _ / STA. 9 +41.88, C.L., GRANTHAM AVE.= P. A.F.L. `� (n F` _ _ _ " _ ao s "Ss �.' `SF 12 J� STA. 10 +00.00, C.L., HIGHCLERE WAY ` i \ ' -' -' -' - o --- - - - - - _ - - "- N t406'07�00 W / �. N01I4'42 "E 11 +005 13+00 z�¢x�gNy --- - - - - -- ----- - - - - -- i t2 00 �- e 1 11 +00 1z+ ' 22 `� - - - - -+-- c, N04- 11'00" _ _ _:o _00 N65'32'23 "E �- - - - �' N01'14'42 "E_ S 104.63 00 2 _ _ '`' N `�9sr 65'32'23 "E s.6 "S _ _P.A.F.L. 5212.71, - - - - _._. - _ ' - - - - - - 5'' / 20 0 - MP.A.F.L. _ _ - - - ST 03 \ , C'( o Ix z ^ - - - - Q cn m it - - a W I 3 S O \ I,� 1 3 � 1 ¢''� �- — a - 9 �9, i �¢ a w ckf II w P 3 w 1 0 cr it ° II w 3 /L w i ,�x`��'' �� ' Y z N o w vw'i o cwn LL II = 3 � (n "' w 1 _ w (n � N > >4, 4r 2 / U ¢ / t/i rn I I O 1 r a a� a � uN7 w II (n I I n \ ' �' \ Q O x O I�' I 1 P u i i I a ( to 1 L -' to M o c° ca ` ' r I ~ Q� I / 21 ° c� / cJi � ° z rn tci I M t c0 \ � � ^� ,; 1 CJ -Q � I J ° �� M 16 I _ 15 14 13 co Z�Z M> M") ^ N O pl..l Ci¢�3t� O c'j6 \� �Z J to M O W J¢ w n O J'3 ;r a� ��w rn rn EO <v �� Uv / ° N`� 'n 20 N 19 J M 18 117 ` Z -�W Zd >W d Z W IwzOQ w0i N I e .p �� Z00 Ototo �. U (n C) (n W U (n � M w F ci p_ _j N � , V O � z tiJ -1 N t� U °~ U 1 M I \ S O F j -( N N t(i ^ Z N N O I ° S70 oo c / w t7o ao M 1 cp I= c° c° ai I o I rn M tri O cc t7o v7 t� .4 v i i� Mi �i I o z F 44� U o I I¢ r� M t r + = LO C14 ¢ �� _ °'tn t ^Zn +¢d I i co \ 21 � a/ Q w oo U oo ^ ++ t `� i 0 ¢ �'M = �'n W vW) < 00 00 Orn fq w - u to = LO O 000 o N / 3 + + W + I 4 I 4m cn �t�i��QN + C4z << o + e z �^ N �� CD t W �� Q I N uj ¢< �' �� \ 0W �� 25 24� 23 Q �' Q I I I N cn (n GO 3 cn N z o I t- I I � 364 362 360 358 356 s 354 352 350 348 346 �I 344 342 340 338 336 334 332 330 328 326 9 +25 U 1\11 IT I GRANTHAM AVENUE (PRIVATE STREET) STA. 8 +50.00 C.L. TO STA. 12 +01.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 4 07 * - Z Z C.D LO CO Z OW -nuj 170 z o V J W Z Z Z w wJ -- �o� Boa lbTcOJ 29 0 to +Jcn tai rn Q (.,.t U= Q ac a W W c�3v~'70 oWW lift • INSTALL 47.37 LF OF 18" RGJ -RCP ® 0.65% INV. 8" SEWER �3w �tozcn 3 o�% M co r- z-' >> O 00 co wdzz Z_j p wcizz �s LO 't� Z +nn ¢ � O -�� + tM th Lj 3 Q W W w O W F- J J » En (n QWW W H J J (n (n W W Y U O in (4 N p (3n . - ui. CD O J Z LAI J 0z _�qt zr-:� Q C77 07 WF-J N VIw INSTALL 212.71 LF OF 6" PVC ® 1.00% I INSTALL 31.24 LF OF 8" SEWER ® 0.35% 10 +00 11+00 12 +00 CURVE TABLE Cq Cq M O RADIUS O (3j7 d- tf7 (3n DELTA 170 ,h W 00 58.12' J� CiZ OWJ za-(iWWZ 2 O Z W LOWJ- 23.70' WW!- a ctirn NON L,- m 3 oo_(nrn 37.00' 1* _ to + N � 90'00'00" 358 cuj LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER In QLLJ U Qw'dW Zt"' -( w cnw HOWJ c->'* cnzaw `s SEWER MANHOLE FA FLOWUNE APPROXIMATE FINISHED o PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE GROUND A CENTERLINE --- - - - - -- - •,L -- t t �1� t t APPROXIMATE FINISHED rGROUND A CENTERLINE W CG PROPOSED BLOCK WALL -SEE SEPARATE PLANS W INV. - • �•• IV) •18�Jt"t — "�� • INV. 6" SEWER w INV. 8" SEWER �3w �tozcn 3 o�% M co r- z-' >> O 00 co wdzz Z_j p wcizz �s LO 't� Z +nn ¢ � O -�� + tM th Lj 3 Q W W w O W F- J J » En (n QWW W H J J (n (n W W Y U O in (4 N p (3n . - ui. CD O J Z LAI J 0z _�qt zr-:� Q C77 07 WF-J N VIw INSTALL 212.71 LF OF 6" PVC ® 1.00% I INSTALL 31.24 LF OF 8" SEWER ® 0.35% 10 +00 11+00 12 +00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 58.12' 37.00' 90'00b0' 2 500.00' 47.37 23.70' 05'25'42" 3 37.00' 58.12' 1 37.00' 90'00'00" U 1\11 IT DOCKERY STREET (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 14 +58.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 364 CONSTRUCTION NOTES: CL CENTERLINE SCO SEWER CLEANOUT O1 CURVE NUMBER 362 INV INVERT SDMH STORM DRAIN MANHOLE CONTRACTOR TO VERIFY LOCATION AND INVERT 360 STORM DRAIN EXIST EXISTING L1 LINE NUMBER ELEVATION OF EXISTING SEWER k STORM DRAIN MH MANHOLE ELEV ELEVATION 358 358 LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER CB CATCH BASIN R/W RIGHT OF WAY OF ANY DISCREPANCIES. SMH SEWER MANHOLE FA FLOWUNE 8»S ��TY SIZE O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PA 356 356 �1� lb apt- APPROXIMATE FINISHED rGROUND A CENTERLINE D =DRAIN CG PROPOSED BLOCK WALL -SEE SEPARATE PLANS gyp,. Y---- I FOR DETAILS. TO.M 4 - - - - -- --------- TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 1Iv 354 354 — —CONSTRUCT SEWER PER CITY STANDARDS ------ 352 352 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 350 350 Z CONSTRUCT SEWER CLEANOUT 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. PER C.O.B. STD. SW -6. 348 348 = I -- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS - -`' 0 CONSTRUCT STORM DRAIN INV. 6" SEWER � : ; 346 346 �I T 1NV. 8" SEINER 344 344 TYPE "A" PER C.O.B. STD. D -14. 342 342 340 340 338 338 O NO Z pVf2 <00� (n z J o� 1 J '�• 0 O 336 336 o N tz�Z>Z- J z� ?> J Z Z Z 0-r- N� J t(;. O (0 N Of N Q �O O I] 0-�N a0 334 334 p� UOM ±MM ¢ N �M� WSJ 3 <(>wtw 3 < >w `� 332 332 (n (n w N; W W (w„ N W 330 330 NSTALL 104.63 LF OF a 6" PVC 0 1.00% NSTALL 297.50 LF OF 8" PVC ® 0.35% 328 328 - - 326 326 v - - - - -- ___ -__ _ 12 +50 9 +50 10 +00 11+00 12 +00 13 +00 14 +00 LEGEND: CONSTRUCTION NOTES: CL CENTERLINE SCO SEWER CLEANOUT O1 CURVE NUMBER INV INVERT SDMH STORM DRAIN MANHOLE CONTRACTOR TO VERIFY LOCATION AND INVERT SD STORM DRAIN EXIST EXISTING L1 LINE NUMBER ELEVATION OF EXISTING SEWER k STORM DRAIN MH MANHOLE ELEV ELEVATION Q1 CONSTRUCTION NOTE LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER CB CATCH BASIN R/W RIGHT OF WAY OF ANY DISCREPANCIES. SMH SEWER MANHOLE FA FLOWUNE 8»S ��TY SIZE O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PA PROPERTY LINE TP TOP OF PAVEMENT S =SEWER PLAN FOR DETAILS. P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT D =DRAIN CG PROPOSED BLOCK WALL -SEE SEPARATE PLANS FLOWLINE FOR DETAILS. TO.M 4 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING 3541 -- TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION PLAN FOR DETAILS. _.—S —CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. WITH 3.5' OPENINGS PER C.O.B. STD. S -12. ® CONSTRUCT SEWER CLEANOUT 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. PER C.O.B. STD. SW -6. -- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. T CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. WIZ LOQ' WI Q LO al EL W-I W Lu w mI o_ 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 15 +00 r ' rn II II 3 Q I �_� 4 N W< J��JJ T r r J T JR r SCHOOL J J I SITE T r �o Lo 'i to �Z�M> �; M m it �Z �W UNI r ' z�Z zpUJw Up W Ucwn N < �n PEMBERLEY N p w w p = M M Oo 0v PASSAGE AVENUE °<° 3 ° LLJ °w a co Z � � o °o ao < oo (PRIVATE STREET) J VI _ + + m + + m SEE SHEET 3 aMi0+) �Lu cornrn W rnrn v o°� °viii U m0- z ~� W Hi¢ m 0+ � t�� NZ° w NN N NN I O QQ W ! ? �< U) Ncn f NNn i ! 4 � P!L ,� � w i 1 C4 L 8" SEWER 1 0001*� P. A.F.L. ! P Qo - ca - J - _ .- ._._.- . -. -._. - "' S56'22'37 "E 31.24' __ ._._._._._._._._._._. SEE SHEET 5 N24 27'37 " i2 +am _ 18 D o- X13 +00 — - - 0 4 +00 - 0545.85' - + z i »-2427 " - - - SEWER MANHOLE NO. 13 S 9--mg-5--m- ---T N24'2737 W co - - - __ - - _ _._ _._._. - N24'2Z'37�g _ - - - - - - - - - - - .0 SEE SHEET 5 ! acv ; S24'27'37 "E RAD. i P.A.F.L. — _ _ — •cV / ! / �// co CL INTERSEC IION/E.C. _ _ _ _ _ _ - T - - - - - - - - - - ` /� / J STA. 9 +41.88, G.L., �� `� T P�J Of w w w �a ! '��. HIGHCLERE WAY i =n Iw' '`'3 � I II W ,3 STA. 10 +00.00, C.L., 25I i Oo ,n , N I �, I � I V) I U) r , GRANTHAM AVE.-! j 3 vwi °o w• I Qp= 0 1 0 o N 6x o 0 0 oN� CATCH BASIN NO. 7 N I I o M N o o O o I c 3 0 o c'j o_j 3 i l WITH 3.5' WIDE OPENING , iv l I wo m: n w ° , N of N I z N N I N I N z v w / // i'i SEE SHEET 5 \ :� i I� w- ccnn cwn N I I `V 1 - I w v I I J N / 4� j ci 6 /� 1 4 = - I 0o I 1 00 o rn C-4 I 00 I o p C-4 Ki ;/ / / •e►" i I ^NQ / Z 5'_ °r N r7 cD 1 Cp c6 z Oi06 co o z to im � I 27 28 + ( 29 ,'m NN N 30 I 31 1 32 tn 24 ( I 1 1 3 a a 1 1 w % / c-v ��Q II I 12 6 r i v' I N 0 � uwi ccnn ccn V) v' `n N� ; P/ ;/ � y v� a� 7 GRANTHAM AVENUE PEMBERLEY (PRIVATE STREET) J 1\1 IT J PASSAGE AVENUE SEE SHEET 5 (PRIVATE STREET) HIGHICLERE WAY SEE SHEET 4 (PRIVATE STREET) STA. 10 +00.00 C.L. TO STA. 15 +11.32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 9 +00 cn cn m_C-4R:w Jw CD 0o z 1- Ln ap co a0 O LZi1 W Z U W W» U Z J Z Z J <�CAW�'`pp w"p0 m 3 .J N cCI tD N t0 °� -waood �04ao X1'7 C)<w ^O1 U =Q0!dWW OQW �HOWJJ ZF-J t�'3 wmmww w C/) Li / wl C � Iwl <1 mI 3 < N ZI co Q �I z INSTALL 545.85 LF OF 18" RGJ -RCP 0 - 0.13% APPROXIMATE FINISHED GROUND 0 CENTERUNE -- -- - -� -18" DRAIN -- 71NV8'EWER 8" SEWER _ / SEE SHEET 5 10 +00 INSTALL 265.40 L OF 8" PVC 0 -0.35% 11 +00 LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWUNE PA PROPERTY LINE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWUNE 354 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. -- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. 'r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. o3w ,npZN ��m00 O J Z U > > U.1 zz =rnr-r- Z cy) !± rn rM U.1 f-- J J 1n1nWW �NV. 18" DRAIN INV. 8" SEWER LINE TABLE LINE N0. m3-W z N LENGTH L1 d, 395.46' L2 N45'03'09 "W z z CONTRACTOR TO VERIFY LOCATION AND INVERT < co c0 co V>> J» I Z zz O N ° MNn <'- < mIt"r J Z 'F, F, R5 Ln PLAN FOR DETAILS. -w� _ cy) 10 20 F7_ N 131 > > In N In HJJ N W W 8" SEWER _ / SEE SHEET 5 10 +00 INSTALL 265.40 L OF 8" PVC 0 -0.35% 11 +00 LEGEND: CL CENTERLINE SCO SEWER CLEANOUT INV INVERT SDMH STORM DRAIN MANHOLE SD STORM DRAIN EXIST EXISTING MH MANHOLE ELEV ELEVATION CB CATCH BASIN R/W RIGHT OF WAY SMH SEWER MANHOLE FA FLOWUNE PA PROPERTY LINE TP TOP OF PAVEMENT P.A.F.L. PARKING AREA EP EDGE OF PAVEMENT FLOWUNE 354 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. -- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN TYPE "A" PER C.O.B. STD. SW -4. 'r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. o3w ,npZN ��m00 O J Z U > > U.1 zz =rnr-r- Z cy) !± rn rM U.1 f-- J J 1n1nWW �NV. 18" DRAIN INV. 8" SEWER LINE TABLE LINE N0. BEARING LENGTH L1 N45- 03'09 "W 395.46' L2 N45'03'09 "W 36.87' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 58.12' 37.00' 90'00'00" INSTALL 265.40 LF OF 8" PVC 0 -0.35% Zaw cwn3 e e e =J� <VZ ZZ TE m- Z N 00 00 0 00 co Q 0!On ^^ Of > > H H J J W J NNW W III I W 13 +00 14 +00 15 +00 � N I ZI NOTES: > EET M R'VEM Q Li 03:w Lu) U 01 CONTRACTOR TO VERIFY LOCATION AND INVERT < co c0 co Lo V) J» I Z > CL z z Z w- PIPE SIZE 02 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE J Z 'F, F, R5 Ln PLAN FOR DETAILS. -w� O3 +� 10 20 F7_ MM M wl �� = 3 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING S 0 < Li J �1 I­ J J (11 (nW w W 12 +00 13 +00 14 +00 15 +00 � N I CONSTRUCTION NOTES: O1 CURVE NUMBER EET M R'VEM 5 1 O CONTRACTOR TO VERIFY LOCATION AND INVERT L1 LINE NUMBER , ELEVATION OF EXISTING SEWER & STORM DRAIN 01 CONSTRUCTION NOTE 6 'o LINES BEFORE CONSTRUCTION AND NOTIFY ENGINEER • v, Go a OF ANY DISCREPANCIES. PIPE SIZE 02 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE 8"S UTILITY PLAN FOR DETAILS. S =SEWER D =DRAIN O3 PROPOSED BLOCK WALL-SEE SEPARATE PLANS 10 20 F7_ ` v1 FOR DETAILS. = O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING S 0 < PLAN FOR DETAILS. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" h WITH 3.5' OPENINGS PER C.O.B. STD. S -12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT _ (A w_ ELEVATIONS UNLESS OTHERWISE NOTED. 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 16 +00 i � N I P pSSA�CS . 0 p� W Z EET M R'VEM 5 oz , , Q� , 6 'o NON • v, Go a O z <_ J w 3: om 000 in N N Lrh Uti uj 10 20 F7_ ` v1 = J r7 M > N ,) N S 0 < 0 2�f h _ (A w_ z o co co w i � N I W Z _z u7 oz p� Q� NON • v, Go a O z 374 372 370 368 366 364 362 360 358 356 354 352 QI 350 Q Lo N 3481 W J 346 wl a.I 344 342 340 18 +00 _`' 10 Vi VEST, TENT, TR, 7256 J1\JJ T 3 I 8 9 I 11 10 1 0 a \. i! P rOFFSITE NVE 7 I I ' v Z p c.) o !� ROWMENT PLANT -co � ' mr o' on ! 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SCALE: 1" = 50' HORIZONTAL pEM p�NV 1" = 5' VERTICAL P p5� sNEES � EX. ±72.43 LF OF EX. ±39.09 LF OF 18" RGJ -RCP 0 1 11% 18" RGJ -RCP 0 2.52% INSTALL 490.05 LF OF 18" RGJ -RCP 0 1.11% � N I W Z _z u7 oz p� Q� o °z° U O z <_ J w 3: om 000 in Z Z (n p G.9 Q uj 10 20 F7_ = J r7 M > N ,) N S 0 < ' »> mW QW 2�f zzz _ (A w_ z o co co w I I o)nu) APPROXIMATE FINISHED o a GROUND A FLOWLINE -EAST z (A J J Uj I www J LLB U A. �PROPOSED 12" SEWER I X1,15 INS. 19 +00 — SEE MIING AVENUE OFFSITE - - INV. 18" DRAIN STREET IMPROVEMENT PLAN 20 +00 21+00 22 +00 J J �cn3z �z NOC) -2 J >>> = J> z �zzz a 1-1z Of '?iC)U-)io Z M117 CjNNN < U? + U') L0 If) C) + n p NrMMrM - Nr) www dw ¢ X HJJJ �_J w v)www w v)W 23 +00 wl zLLJ �I ZI w L �I �I 24 +00 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 24 +50 DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn 0 M M � Q � � r o w -t Z � J J w a W U co J .- W w o U o cn 04 Of W Y a a, O� Lo 0 N co \ CD r7 Z $ a 0 m m Z W 3 Y 0 J _> U U (� w I° r m z O W < 0 z J LLB U A. �a� G� Jx 0Z V p T-0-4 Oo > .--4 P-14 . O � Q= D CC Z Oco) Q Lo W N ~ cc W z UCA cn m a U. < 0 W � m LL 0 I.)- - 1d3'�) I