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HomeMy WebLinkAbout1.2-7337 Ph 1, 2 & 10 Record DrawingN 66 O O N r— 6 z i cn I\ 00 i L; O 1-11 O U a� n L Q) �n «o Ln O i as I T_ //4 --- - - - ---- ---- ��AMTA*A PUBLIC WORKS DIR CTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) aEnrcHi�AK U.SG.S. Y-292 ECE✓AAON=7B2.57 B.C. /N 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. DATE TR A.CT NO. .6498 ..PHASE 2 STORM DRAIN PLAN%Q, TIOWDEX Qi TLE SHEET MAIZ�i9/�ILS LIST o of ILS—GENERAL NOTES � CUZC WAY ESTIMATED QUANTITIES, NOT O4 POTOSI Y � TO BE USED FOR BIDDING PURPOSES O PATAGONIA Y MOENGO WAY SEWER Os ASUNCION PLA & MONTEVIDEO PLACE 8" SEWER MAI 6827 �4" SEWER LINE (L ALS) 7301 L.F. L.F. OO LAVRAS PLA & ARTI PLACE STANDARD MANHOLES 32 EA. 08 QUITO PL E &MEN ZA PLACE OO PAYSA U WAY & SEW LATERAL. "A" STORM—ORA PAS WAY 24" R.C.P. ORM—DRAIN 259 L.F. 11 P) R WAY 18" R. .STORM —DRAIN 7 TYP A" CATCH —BASINS LF. A. 12 UMA WAY RM—DRAIN MANHOLES 3 LEGEND I I >1 PAI.ADINO DRIVE I PROJECT S/TEPANORAMA TO 8, fL29 L. IN 8w L20 Lr I ! I i STATE HIGHWAY 178 fn $0 VICINITY MAP NO SCALE T.M.H. TOP OF MANHOLE ELEVATION T.C.O. TOP OF CLEANOUT ELEVATION INV. PIPE INVERT ELEVATION (E,S,N,W,) (EAST, SOUTH, NORTH; WEST) P.V.C. POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P. REINFORCED CONCRETE PIPE R.G.J. RUBBER GASKET . JOINT EX. EXISTING C.B. CATCH —BASIN FL FLOWLINE NOR NORMAL GUTTER FLOWLINE DEP DEPRESSED GUTTER FLOWLINE Q SHEET INDEX NUMBER 0 smv jN2 SEWER MANHOLE W/NUMBER 0 CO02 SEWER CLEANOUT W/NUMBER ® M02 STORM DRAIN MANHOLE W/NUMBER �- C802 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE Fo EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN 8" S PROPOSED SEWER MAIN. 18� PROPOSED STORM DRAIN Ex 8" S EXISTING SEWER MAIN EXISTING STORM —DRAIN --- PROPOSED RIGHT—OF—WAY C•Q PROPOSED (� MONUMENT z INDEXQVANTITIeSo If w ®QvOF ESs'*l K. Co � RCE 43130 * Exp.3-31-08 9p CIV11. OQ� OF C CORD DRAWING 1nk IN mol JOBM: 05-'87' DWONO.: 05-1878MR-PH2' DATE 1211206 DRMBY.• ADl(/R,JLI CHOMEDBY lyl,�iV SHEET OF V SHEEFTS ■ _1+J 66 C; 00 0 0 0 04 0 0 U 0 1 04 m CL I-" r. 00 U) *1 )WD "ve HE AU I RE s .61 NT PIALIC WCO A. PP W=DAW"Ive S DIRECTOR, CITY OF BAKERSFIELD PUBLIC WORKS DIRECTOR, CITYOFBAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) B5)WHM,e�RK V. S 6 t S Y-292.. a"A flaVm 782. 57 8. C IN 9 ` aWC PA 0 1 A 5' N. W. of sm r r .VCN AND 51.50* fROM MY7ERLINZw Or IiIWSAY 178 AND LiNE PL&F. A' A SIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORIDINATE SYSTEM, ZONE 5, NORTH AMERICA DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN NGS COBS "P567" " yo Of- e DATE DATE PH 15 1 TRACT NO■7337 ASES 2 0 SEWER STORM DRAIN PLANS FAI f E S DAVIri HTNSAKER & ASSOCIATES J12612021 I R V I N E I N iC AAPPROVED BY: Matthew D. Mohler, RCE 84160 DATE 5) Non 84160 M PLANNING ■ ENGINEERING ■ SURVEYING' HUNSAKER & ASSOCIATES, CA IRVINE INC. W Exp. 9/30/21 Three Hughes m Irvine, CA 92618 m PH: (949) 583-1010 ■ FX: (949) 583-0759 CIk. IV FOR REVISION ONWARD APPROVED BY: Nfanpreet S. Behl, RCE 89698 DATE CITY OF BAKERSFIELD SHEET/NDEX AND ARM t . DUM AS r—U0L1_',)t1LU UIV IVUZ) DATA SHEETS, BEING N30048'37.57"E (EPOCH 2007.00). ` T TITLE SHEET -TRACT 6498 - PH 2 A, QA TITLE SHEET - TRACT 7337 - PH 11 2 & 10 C2>R DETAILS - GENERAL NOTES 02 A GENERAL NOTES AMA MA 1&114Y&4 8 L/S., r d CUZCO WAY ESTIMATED.- QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES WAY Al PATAGONIA WAY & MOENGO WAY TOTAL PHASE 1 PHASE 2 PHASE 10 <D,ASUNCION PLACE & MONTEVIDEO PLACE 8" SEWER MAIN 6,532 LF" 192 LF 4" SEWER LINE (LATERALS) 58 LF 180 404 LF LF 660 LF 870 LF C7) LAVRAS L0 1��& LARTI � .. ,PLAdIt 3 EA. 1 EA 1 EA 2 EA 8 QUITO PLACE & MENDOZA PLACE - SEWER MAIN ,�.STANDARD CLEANOUTS 295 LF 0 LF 2 EA 175 1 LF EA 120 LF 'EA PAYSANOU WAY & SEWER LATERAL "A" O --D Alm" OPASTO R WAY Ai 24" R.C.P. STORM —DRAIN TOTAL PHASE 1 259 . . 0 LF 607 LF. 0 LF PHASE 0 54 2 LF PHASE 10 0 LF PILAR 18" R.C.P. STORM —DRAIN "A* LF 20 LF. K'UMA WAY TYPE CATCH —BASINS 9 EA. 0 EA 1 EA 1 EA STORM —DRAIN MANHOLES 3 EA. 0 EA 0 EA 0 EA L,EC&ND T.M.H. TOP OF MANHOLE ELEVATION T.C.O. TOP OF CLEANOUT ELEVATION INV. PIPE INVERT ELEVATION (E,S,N,W.) (EAST, SOUTH, NORTH- WEST) P.V.C. POLYVINYL CHLORIDE APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P. REINFORCED CONCRETE PIPE R.G.J. RUBBER GASKET. JOINT EX. EXISTING' C.B. CATCH —BASIN FL FLOWLINE yj=/7*y.�e AAO SCALE NOR NORMALCUTTER FLOWLINE DEP DEPRESSED GUTTER FLOWLINE TRACT NO. 7337-4 Q ' . SHEET INDEX NUMBER SEWER MANHOLE W/NUMBER 0 ce *Ot SEWER CLEANOUT W/NUMBER g3 so pv STORM DRAIN .MANHOLE W/NUMBER Wr ca Pz 'STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE 92 EXISTING STORM DRAIN MANHOLE 07 EXISTING STORM DRAIN CATCH BASIN a* S PROPOSED SEWER MAIN 18* so- PROPOSED STORM DRAIN, EXISTING SEWER MAIN EX_8!_3CL EXISTING STORM —DRAIN PROPOSED RIGHT—OF—WAY PROPOSED Q MONUMENT / /OAF A mmof, d N �—A CAI 0 Jon F, 0 1A AFA OFA OVA FA OVA % m .VJA -V-r T 0 r f VMA 3 04 i I 0 r ;OA OA CA" mom 00 'A Ord 6i "001 WWI A 40 W50FIA el-Z '00e"10 =i 5 .� � � � r ,,� �' ��i-i ,� /� �, � .fir r /r.�/ 06 ♦ e .� rA r4f Z-4 �k 4JF f fA, g '054' It A 0! WIN 0 0 � ,i VXW4V�fl 'r4 9, '�,'> =z N. `"3t: .��. ` je Y gz`tc.<, `� "`Y • / err Le 34 # # 0:" 0 INV q, , r is KA 5z WITH TRACT 6498-1 A, 1 C> "k4 C> N, LLJ m z . O :z 0 Zlb ce LAJ ,� LLJ Ck CL PLOTTED BY: Sophie Pharn DATE: Apr. 21, 2021 04:32:46 PM FILE: F:\0887\Eng1neenng\SA_TTM 7337\lmp—Sewer & SD Tract 6498-2\SHT 01A.dwg MOM 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: 811 CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER 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. 40 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 IMPROVEMENT 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 THE 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 611 , 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 SPECIFICATION C-425. (STAINLESS STEEL SHEER 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. t 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, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. { 5. PVC PIPE INSTALLATION MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN 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. z 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 77OF f 5 (25°C f 3). Nam�((////1//��jj r 4 Crarf a.I�O�il�.iW ColAw��...�� ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS.. �'".`'....r'�"�,"..`''"".r,`�a''""�'..-�°°�'".M"'�,'",.,,,.,�.."'�'p"�'�'"--''...,..,'"�`�'`"..`�'n�a.`..W.'''.x,.",�''..."�'"".'�<'....r'".."`�,,.."`.,�'-.^m"�''"/".""�,,",.n."�'.''..,.".,fir".m`e`�'"".A,"�,,,.«.''. ��' �'"�`'"w",�''"`�°�a',"",��"".."�'...,,..."`�,,".'""`„.''. ""�`" "�' '..»...'�'' �'...,.a`�.',..r"'°�,"'w..`..",�:'..'"�.w°`�''"-...°�'""".'°�/","�'•".,,°"�/,.-`',.-".'""�.'".'..._.,�,`.."'.»'...w."`'�'M"`"".��.''..`"�<'.� �a'".,.,,�``......'°°�,''.•"'sst:•....,,,:,»�'�i`'"..`.,'�,'..,,,,,�"." ON PIPE HAVING A 360D LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4-INCH (100-MM) JOINT STRIP AND TWO PROPERTY INITIAL (PAR 1.C) BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. WELDING STRIPS. THE 4-INCH (100-MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH (15 MPA MIN) (14.5 MPA MIN.) NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE A 1-INCH (25-MM) WELD STRIP. THE 4-INCH (100-MM) JOINT STRIP SHALL LAP OVER EACH ELONGATION AT BREAK 200% MIN. 200% MIN. SATISFACTION OF THE ENGINEER. SHEET A MINIMUM OF 1/2 INCH (13-MM). SHORE DUROMETER, TYPE D 1-SEC. 50-60 f 5 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED (WITH RESPECT TO INITIAL TEST RESULT 10-SEC. 35-50 ±5 SHALL BE PREPARED IN THE FOLLOWING MANNER: AND EXTENDING APPROXIMATELY 4 INCHES (100-MM) BEYOND THE PIPE END. THE JOINT FLAP WEIGHT CHANGE ± 1.5 IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF i/ INCH (13 MM) AND IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1-INCH 25-MM WELD STRIP. B. WEIGHT CHANGE SPECIMENS SHALL BE 1-INCH 25-MM BY 3-INCH 75-MM SAMPLES. THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. { ) ( } { } SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT SHALL BE AVOIDED. AT TEMPERATURES BELOW 500 F (104 C), HEATING OF THE LINER MAY BE LINEAR PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. REQUIRED TO AVOID DAMAGE. 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 FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 700 - 80' F THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE (21 ° - 27° C) INCLUSIVE. CIRCUMFERENTIAL LENGTH OF THE LINING. Al HLL PLASK LINER rL„IE. ,nt03, INI.LUVIIVb LUUnINU tAItNNUN,, ALL JU1111, WKIVtK HNU NO,E CLASS 1 BACf(FILL /S NOT REQU/QED /FP/PE SLOPES1�'WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELYO AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE ENGINEER MAY AUTHORIZE THE DCDAID nr airu nrrrrrc ov n000nWrn urrunnc THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO V -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 770 F ± 5 (250 C f 3). AT 28-DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED Future Streets or Existing Paved Unpaved Areas Street Alley- FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) Finish Gf ade Existing Pavement 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 CONCENTRATION 2.5' of 95.E relative compaction in dleys SULFURIC ACID 20% paved streets and SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%** NITRIC ACID 1 �** Bockfi7l compacted to 9OX FERRIC CHLORIDE 1 % relative compactbn ~, SOAP 0.1 % DETERGENT 0.1 % (LINEAR ALKYL BENZYL SULFONATE OR LAS) j BACTERIOLOGICAL 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. 1.1) 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. 1.F. APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURE'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 SLING OR WITH A SUITABLE FORK LIFT. J12612021 APPROVED BY. Matthew D. Mohler, RCE 84160 DATE A HUNSAKER & ASSOCIATES, IRVINE INC. KaOA-Pla q�,A Wt l APPROVED BY: Monpreet S. Behl, RCE 89698 DATE CITY OF BAKERSFIELD W Z o i M W00 y Ln 0.0 Z U��' 0 � o r r- VZ . r. W 0/0 `1 � N Y- Ln W Z W r„u C7 r4 Z� w Z W ' N > Q Vv 4 Z z� Z z 8=41 in pave zone compacted I A to 90x relative compaction. See Note 3 on page 2. 6.0- 80dkrg Mated for Raft Sewer Poe, see Note 3 on page 2. NOTES L All workmonshlp and materials shall conform to the applicable sections of the specifications entitled 'State of California, Department of Transportation, Standard Specifications hereafter known as 'Standard Specifications°, current City approved edition. 2. A current Street Permit issued by the City of Bakersfield Public Works Department must accompany a# work within the City right -of --way. SEE PAGE 2 FOR ADD1770IVAL NOTES Pave or Conduit Upper limit of pipe zone shall be 1.0' above top of pipe at its h1ghest port. Pipe Haunch Outside diameter (0.0.) of pyre as measured at pipe bell TRENCH WIDTH REQUIREMENTS - PIPE SIZE ADDI7701VAL TRENCH WDTH (-W-) Inside Diameter of Pipe Compacted Select or Native Material Backfhti Class I Material (gravel) or 2 Sack Slurry BackNI less than 12" 12.0'" 4.0" 12" up to 24" 12.0" 6.0'" larger than 24" 18.0" 12.0" STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS W SMSW& ST--12 PAGE I OF 2 7h-F I-OZZC��C CITE- o9o4A0Z??S �, ZAO STXN�,�� o�,���vC.SIIXZZ -CONSIAOLICIfLt .4 RXRT oc"o 711ZS"F PZXNS,, C0N7RXCr0R /6"090' 097WIN Z14 r,CsT C.01A0111 7)_6F/?z_0/V G/TY z 4 SW-1 SEWER LATERAL MARKER ❑ D-9 DRAINAGE BASIN '� [:1 D-10 DRAINAGE BASIN OUTLET STRUCTURE - C- 6� SW-2 SEWER MANHOLE SW-3 MANHOLE DROP CONNECTIONS 0 D-11 TEMPORARY DRAINAGE BASIN z Ce SW-4 MANHOLE SIZING CHART F-1 D-12 CHAIN -LINK FENCE D-13 CHAIN -LINK GATE s 4 SW-5 SEWER CLEANOUT SW-6 STANDARD FRAME AND COVERS FOR MANHOLES & CLEANOUTS D-14 CATCH BASIN TYPE "A" t 1 SW-7 LATERAL CONNECTION TO EXISTING SEWER MAIN ❑ D-15 CATCH BASIN TYPE � t A-1 F-1 SW-8 STANDARD PIPE BORE WITH CASING 0 ®-16 JUNCTION BOX DAV I D' SW-9 STANDARD SEWER LATERAL REPAIR Q D-17 GUTTER DEPRESSION SW-10 DRY SEWER HOUSE CONNECTION ❑ D-18 CONDUIT/ PIPE SADDLE DETAIL ❑ D-19 CONCRETE PIPE FIELD COLLAR TRANSITION . 0 � ❑ D-1 INTENSITY VS. DURATION CURVES Ar,aF-1D-2 RATIONAL METHOD URBAN RUNOFF COEFFICIENT ❑ D-20 UNDER -SIDEWALK DRAIN 11 OL, F� D-3 LOW VELOCITY CHANNEL PROTECTION ❑ D-21 STORM DRAIN MARKER DRAINING TO RIVER / CANAL OF D-4 CHANNEL PROTECTION �[ ST-12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS F-1 D-6 CONSTRUCTED CHANNELS F-1 D-7 BANK DETAILS FOR CONSTRUCTION CHANNELS CITYRECORDS NO. .� ....�.,�.�...:',....,........a-°...,�..�.� .....,,...�..= ...,'�.�.�...:... ...........,'...r ..� ...._....,...�„....-.....: .,, �,.,��... �..........,'�.....�....•.°�.........'�,......o..:'.........,'...� ..y.-.....,-.,�..a....•........,.-.,..w-....-. 1 � 1 t • i f Dwol , 05-11S1�Y�'H2 Q1�i41 ?V�Y.° AOX CREC,,ffE98Y.• SAREr OF 13 uHEE Z 4 j W I 0 00 LO PLOTTED BY: Sophie Phom DATE: Apr. 21, 2021 04:14:56 PM FILE: F:\0887\Engineering\SA_TTM 7337\Imp_Sewer & SD Tract 6498-2\SHT 02.dwg '�1-/'..`ar�.�'.°wa0�,/'.."�s�./'��.1'..n��^.°'>p_ ,�""°°'>�.l'.`w� /.xWa_ �^�/'..wy./'�„>�.�".'`*>��x/...«��y�^.a""y f.>".•'...�a0�.•x+�_ .•"..a.>@�/'..`:yq., �, im>e_ �...^w��x�rro�x+W.. 1...w.�rx+a�lx+w.�_ �x+v0_ �>+ww_ �.+ww_ �...�x+w�rx��..m>��.+.��...«.�/x`°v��x`�x.�x/'ww.�,'.xw.ap_ /x"�,'>/'�"�,' '�l'i^./"�'��/x+Ne,. �x��xfx+� fx.w�l��x«y '>.++�a W.•xw> W.'�^'��'��rw.�'•x A'�x`� �Dl� vi''•� Y6Dr• 4/�0�,'.xm W'/'�� Ra'>�'>1�.�.r>�r�x�..aaq l,..m �a���xw�- '� �8f'•'• @'� '.fr'��x'�x� W'�'�'�x �r�x �s�x�x«��x�xw���«.>y mix'bYix��x`�ix`O�'�'•^1^�'�'.x.z.>y i 'b>'�x ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND 8. BRACING AND SHORING PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE THAT BELL HOLES MAY BE PROPERTY LOCATED NOT MORE THAN SIX (6) HOLES SHALL BE INSTRUCTIONS OF THE LINING MANUFACTURER. CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END CONSTRUCTION OPERATIONS. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW FLUSHED INTO AN EXISTING STORM DRAIN LINE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL APPROXIMATELY % INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES, THE CONTRACTOR SHALL BE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH AT ALL TIMES. RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE EDGES AND IN FRONT OF THE WELD STRIP. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE 16. BORED/JACKED PIPE PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OPERATIONS. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE EVIDENT AT THE JOINT. ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER ON THIS PROJECT. RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR BUILD-UP. ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL 9. TRENCH BACKFILL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. 1.H. APPLICATION TO CAST -IN -PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINTER TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. OTHERWISE PERMITTED BY THE ENGINEER. AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXALTRATION TEST OR AIR PRESSURE TEST OPERATIONS PRIOR TO BORING OR JACKING. PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS, THE LINING SHALL BE RETURNED AT LEAST 3 INCHES ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST-22, CONTRACTOR SHALL NOTIFY THE ENGINEER 24 OURS PRIOR TO ANY TESTING. CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT 90% UP TO THIRTY ( ) PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED INCHES (30") FROM FINISHED GRADE. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) SHALL BE SUITABLE CLOSED. UPON COMPLETION, AND BEFORE PLACING. INTO SERVICE, ALL LINES GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR SHALL BE FLUSHED AND MANDRELED TO REMOVE ANY DIRECT OR FOREIGN MATERIALS WHICH COULD FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH (25 MM) PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. OF AN APPROVED CORROSION RESISTANT MATERIAL. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER 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 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR ROADWAY ABOVE R0 A Y T ACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE , HE CONTRACTOR CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DEFECTOR (TINKER & RASOR MODEL. N0. AP-W WITH BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22, 000 AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN VOLTS. PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE 11. SYSTEM TESTING COMPENSATION WILL BE MADE THEREFORE. OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE CONTRACTOR. ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03 (I.E) PARA. 8 ABOVE. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE 17. MINOR STRUCTURES EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM IN TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE BELOW THE LINER TO PROVIDE A TAB. A 10-POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLIKE. CONTRACTOR SHALL PROVIDE "FIRM PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE THE FORCE WILL BE APPLIED NORMAL TO THE FACE F 0 THE STRUCTURE BY MEANS OF A SPRINGCAMERAL BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLIKE. FIRM BEDDING MEANS THAT THE PIPE DESIGNED FOR THIS PURPOSE. THE TELEVISION SHALL HAVE THE CAPABILITY OF ROTATING _ CITY OF BAKERSFIELD STANDARDS S 7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. 3600, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. APPLICATION OF THE FORCE. THE 10-POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY THE PRECAST CYLINDER TAPER C LA O SECTIONS SHALL MEET THE STRENGTH AND ECCENTRIC FLAT TOP T H REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A _ REQUIREMENT OF ASTM. C 478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN POINTED CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THEAVOIDED. PROJECTING LOG WHICH INCLUDES THE STATIONING BASED ON THE STATIONING OF THE APPROVED PLANS OF ( POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE OR TAKEN THROUGH THE WORK. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO 18. ADJUST SURVEY MONUMENT ENCASEMENTS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS. IN ACCORDANCE WITH THESE PIPE TRENCH CLASSIFICATION. RCP CLASS 1V SHALL BE INSTALLED PER ASTM TRENCH INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. SPECIAL PROVISIONS, AND CITY STANDARD S-29. DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERTY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF AND OVER THE PIPE TO SUCH A DEPTH THAT, ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDED A MINIMUM THREE DAYS. PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. e REQUIREMENTS: ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF RIGHT-OF-WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, COB. STD. DET. SW-1. CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM 477. THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T-WALL). SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOW LINE. GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION OR AT THE OPTION OF THE 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL a 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY / 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC THE ENGINEER. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE 19. CONNECTION TO SEAL PVC LINED SEWER LINE OR MANHOLE SEWER PIPE." STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIALS HALL CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES N LOOSE DEPTH, EACH LAYER BEING BAKERSFIELD STANDARD DRAWING S-20. THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM FOLLOWING: THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B' FOR DEFLECTION MEASUREMENT OF PVC C PIPE. AFTER 3 0 DAYS OF INSTALLATION THE CONTRACTOR COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2} FEET OF FINISHED PIPES 48 IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM OM MANHOLE BARREL AT PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALLOBESHALL PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS THE MANHOLE FOUNDATION SHALL BE SEC ON A 2" MORTAR BED OR SEC ON KENT-SEAL, IN A THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURERS PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN GROOVED FOUNDATION. RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO SKA 449/203 PRIMER AND SKA FLEX 1A SEALANT OR AN APPROVED EQUAL. USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE NINETY PERCENT (90%} RELATIVE COMPACTION. 15. STORM DRAIN PIPE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE MANDREL DIAMETER = BASE PIPE I.D.-(Y/100 X BASE PIPE I.D.) SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR 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. CONNECTION. WHERE Y = ALLOWABLE DEFLECTION IN % (5%) LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE UNSATISFACTORY MATERIALS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN PLASTIC LINER MANUFACTURER'S RECOMMENDATION. MANUFACTURER) SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN SPECIAL PROVISIONS. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. WITH THE INSIDE WALL OF THE RCP. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE 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 JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED NOMINAL DIAMETER OF THE PIPE. SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. BY THE CITY ENGINEER. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE RE-BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE RE -ROUNDING WILL NOT BE ALLOWED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. PIPE TRENCH CLASSIFICATION PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST-22 AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST-22 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST-22. TRENCH LINES SHALL MET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 3011, 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 SUBDIVIDER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPERTY EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PERFORMED 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 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. EEO u ............. W V zo > Ln Z� ... u 0 ® ■ 0 r- Uo Zco �oeLn LLJ w � z W V .. �j 2:CL W W00 ■ ■ CN > Q uu Z Z� CieZ ' Z- o .� z x o I?Al r'l 326221 AAPPROVED BY.- Matthew NUNSAKER D. Mohler, RCE 84160 DATE & ASSOCIATES, IRVINE INC. No. 41 , "IW4 APPROVED 'BY.- Manpreet S. Behl, RCE 89698 DATE" C A0 CITY OF BAKERSFIELD xNr CITY RECORDS NO. ©WOMB 05-M&WAY2 DATE' at" DRAMBY' Aff c 0107BY' MAY OF 13 BHEE PLOTTED BY: Sophie Pham DATE: Apr. 21, 2021' 04:16:22 PM FILE: F:\0887\Eng1neering\SA_TTM 7337\Imp_Sewer & SD Tract 6498-2\SHT 02A.dwg LEGEND ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 LEGEND h � _ U II O N , M W a'' 00 co � w- cn it N ON O ems, N N 0 V (� � �. �+. d� ��. +tin CV + U00 Sze S� �'9Y vim= ~ �v'o JV) + 1p, 6,/ ? 0 z z N 2p r OU 0 2p 23 CO 22 21 100 20 19 vcv rn 2 TYP 18 ° E v� -� 17 1 fi �v � 15 l000ft co • #12 SEWER MANHOLE W/NUMBER 5� `' .`F ,n 12 SEWER CLEANOUT W NUMBER / '� �" N + V_ O / o v, d' + 00 Q #12 STORM DRAIN MANHOLE W/NUMBER ,� `��---_�_ N — 'n + + "Er 12 STORM DRAIN CATCH BASIN W NUMBER M , '�� - N e cn # to / co ,� �'�Op,(n ccn �, � R jW O EXISTING SEWER MANHOLE• ..�. �'a, -- --- N Mo EXISTING STORM DRAIN MANHOLE ¢'�ooa� �wT```�—t --- arw) . _�� 0)11,1111 C2 0 EXISTING STORM' DRAIN CATCH BASIN 1p� M 5foo `-�~M-�.- $"S N ---- —} PROPOSED SEWER MAIN � � 20 . o 40 0) ¢oo � �� �.w�. o �c� 20� ,0$ + N, M 7f00 o� PROPOSED STORM DRAIN - — — - c� EE SyE LVA Y 24 6 � ^ -- EXISTING SEWER MAIN v v � '2► c, 25 � � C° - - - - EXISTING STORM -DRAIN o '� 0 i R%W + N --- PROPOSED RIGHT-OF-WAY U " 26 ® C° CO 27 TYP c(n O PROPOSED CL MONUMENT 28 29 30 31 32 33 SEWER CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C 1 302.04 2021.70 151.30 8°33'36" C2 1 330.34 2021.70 165.54 9°21'43" IF, 0 000 o1— V) N S00°57'Mr E N 8foo 0 00 V V) 34 35 j 11 10 9 2 N 00 + 40 ���, + r's. O, con pox N70'05'1 ,1 • o 0 11 o t° + + i n Q, 0 5' i cn I 00 i 36 37 11 L 60 3 0' 20' 11201 r 110' PATAG O N IA WAY SEE SHEET 5 d' M +(n _0��. .r U � n HORIZONTAL: 1" = 50' zo VERTICAL: 1" -- 5' U 6 ®QROF ES,11, tvQ�C, ��EW K. c RCE 43130 m * Exp.3-31-08 9,). CIV11. Q OF C AL�F 4 770......................................................................................................................................................................................... 770 , ~ , 4-0 a w t- 04 1-d- d- � = � N = 10 dam- Z tn. . . . . , , . + , , , , . . , , , , , , , , , , , , , . , . . . . . . . . . . , . . , . . . . . . . . , . . . . . , . . , . , • . , , , , . . . ,765, , . . , . . . , . , , . . . 765 15 . W �. Z. o � o z ot 4 760 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . . . , . . . . , , . . . . . . , . , . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 760 755................................................................,....:,,.....,...,,,...,...,.........,..,,,..,,,,,,,., ��:,..,...:,,� ....�...,,..;....,.,; 755 DESIGN GRADE AT .CL 750.....................................................................,,.....,,,.,,,.....,,.....,,.,,..,....,.�_:....,.,,.,,.....................,..,......,..�z 750 ��- 745 : . . . . . . . . . . . . . . . . , . . . , . . . . . . . . . . . , . . . . . . . , . . . . . . , . , . , . , . . , . . . . . . , . . , . . , , . . . , . , . . . . . . . . . . . .. , , , . , . , ,. . . . . . . , . . , . . . . , . . . . . . . . . . pv745 C. . . . . . . . . . . . , . . . . . , . . . , , . , . . . . , 41 ,Now I 8" PVC; SEWER PIPE .� G 7 4® . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . , . , . . . . i . . , . . . . , , . . . , . . , . . . . . . , . . , . . . , , . . . , . . . . . . . , , 740 ER PIPE . ��1•• , `.(y 735 ............. . .... , .... , . , .. $ .. , .. , . , , .... , ....... , , . , , , . . , . , . . , . . . , . . . , . 0 . . . . , 735 1��� , 111- • N AAA��.... S . ' . . . ./ 1 V. 1i.I �3� /\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • , . ... . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . , . , , . . . . . . . . . . . . . . . , . 730 MO 725 . . , . . . .. , , ...( U (no . . D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . , , . . . . , . 725 cn in z CONSTRUCT 30.24 LFf , , d 8" PVC SEWER PIPE . o c.a w AT 1.89/01, . rCL 720............ ...................................................4..........,..i...i,,...,. 720 CONSTRUCT 302.04 LFf 8" PVC' SEWER PIPE AT 1.89% CONSTRUCT 330.34 LF± ' 8" PVC SEWER PIPE AT 1.32% - " CONSTRUCT 27.04 .LF± $" PVC ' . , CONSTRUCT 247.65 LFf 8PVC SEWER PIPE AT 1.01 % SEWER PIPE AT 0.81 % ' 715................................................................................ 715 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 SHWHR PRO, IL H � W Q W M too v 0 i JOBNo.: 05-987 OWGNO.: 05->87SW-PH2 DATE 92/12/06 ORAWNBY ADK/RTM CHECKEDBY M/N SHEET 3 OF 92 SHEET LEGEND !' I I /: .,.._.. .��, .._.�_._. _.__ _._. _... ... _..__..,....... _.,... . .._, . �. ., _.. _ ...,_r' ...,-.__._- _. ._..._._.._. __.. .__..._._ _ _ f � ._ . _ aR --. ,_ ..,--m-�.....-....__. M 1 ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 20 CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 �T #12 SEWER MANHOLE W/NUMBER p �12 SEWER CLEANOUT W/NUMBER Q #12 STORM DRAIN MANHOLE W/NUMBER -tr #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE �o EXISTING STORM DRAIN MANHOLE � EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN --- PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN ----- PROPOSED RIGHT-OF-WAY U PROPOSED CL MONUMENT QTYP 61 SEWER CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 306.70 2261.78 153.58 7'46'09" C2 400.00 2261.78 200.52 10°07'58" •. .� • I� Q�I • _ -� I ...._ Q PATAG ®NIA WAY � � SEE TRACT 6498 PHASE 1 �„ ¢ FOR SEWER/STORM ®RAIN PLANS 00 c�i. rn � Sri o0 +� �� �" + 7 � / J , . . . • r • e • • • r • . . e • . r . • . . • • • r . r • • • . • , . r . . . r • . • r • t t • r r . . . r , , . . t , t . , , . . r . . . • • . , . . r . r • r . . r r . , , . . . t , • • • . . , . • • . . . r • . , . r • r • . • • r • , • r r . • . . r • . . r . • . . . . r • • . • . , , • • . . r r . . . . . . r • . , r e r . • • . . . , • • • . . , . . . • . v . r �, • . r , r . • . . . r . . ," • . r • , . r • . • r . • . r . � . . . • r • . . . r . . . . • , may. . . . • • . ..� . . . r . . , r r . . . � t. . . t1")�� N �� �tf» DO�� �� Cn to 00 �. .- � O � . � � � � . 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'715 715 ......... ....... .............................................................................�............,..... ...................... ......................... ...................... 1+00 2+®0 3+®0 4+0® 5+®0 6+0 7+00 +00 9+00 10+0® 11+00 12+00 o��°f KSS°0N� <vQ��c��W ° V �`el ��L � RCE 43130 � * Exp. 3-31-08 �� ��'�- F C �L •� • • • 1 �� �s s • � • • t ;����' � ��,: ' • ��; r� 1 O � Q 0. � w �� W .. 4 O ✓OBNo.: 0�987 OWG�UO.: 0�9B7ST-PH2 DATE.• 12/92/06 ORAWNBY ADK/RTM CHECKEDBY.• M!N SHEET OF 92 SHEET kv T j LEGS D ALL STATIONING IS BASED ON STREET CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 2� CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 9 LEGEND • #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER Q #12 STORM DRAIN MANHOLE W/NUMBER -Q- #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING ' SEWER MANHOLE 10 Uo EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN ® PROPOSED SEWER MAIN --- PROPOSED STORM DRAIN — — — — EXISTING SEWER- MAIN 11 - - - - EXISTING STORM -DRAIN --- PROPOSED RIGHT-OF-WAY O PROPOSED CL MONUMENT • ` •. SEE TRACT 6498 FOR SEWER/STORM DRAIN PLANS I '', I Fr -AM V T WrAM W _AMI _.., = A 'A r•• 7 HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' I 77® ........•.... �...............II ,.......,.,,,,,.....770 . . 11 N . 11 1I 00 �� 0 0 � _ Nh 00 00o h oo ,ham �� C! o� 00 c� d � -}- •-CD cn +N + M + M 1 -I- +O Ln .• N M M Z +Lf) 0 Lc) ry to U to � .� L z � CD U to U (/) U () U J J U (� cn 765:..........•..••..................cr.........�...1... �...../......,,Q,1 X.,....,,.. ,.•.,•..,.....,,.•. 765 Ic- n . . . n . t.r , • . 111 1 , /��, . 0 . . . 0 , z . U . , 11J , U 1 X U U o. , 760...................................................... .......... DESIGN' GRADE' AT'CL.,, .,, . .,,.................760 tK � 755.................,..,.....,•.....,,�,�.,......�....,, .,..,..,,,.:,.,,.,,.755 750 ........... .. •9*PVC.......... •.,.,,•....................................750 SEWER PIPE , 745 . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . `\11 , . , . It . . 19s . . , . ,.pery. . . . . . . , . , . , , . . , . . . •, �J' . �, I . . . . . . . . . . . . . . . . . . . • 745 740 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 i / . 1 . . . , / . . 1 . . , / . . , . . 1 / . . . . . . . . . , . . . . . . . , . . . . . . . . . 4eYY CONSTRUCT 51:92 LFf 8" PVC ' EXISTING 8" P/VC SEWER PIPE AT 0.50% SEWER PIPE CONSTRUCT 152.12 LFf 8" PVC °; ' 735 . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . , . . . . , . , �1 . . . , . . , / . . . . . . . SEINER PIPE AT 0.80% . �''�\�Cc �� 735 730.............................................. 730 1+00 2+00 3+00 4+00 5+00 6+00 SH WHR =Rol =1L H mal 137 R/W --� 138 1 0 (n te a o + +`-(n _ Wj,� e- �� CD + `}` `- z O U co ® Y, + .- R/W im PLACE SEE SHEET 7 U m 0- Lo coop N h cn + _ �y 0) e v + J ( U U M � z O U N 19'05'47" E 8„S 286.09 i pi + o CD N a + + S-s M cn cn 122 121 CIO w n- O 01 f Z S 00 0(0� �r Z N L1.i U � Ow `- -- _ 2 w 2,u o W(1) w 120 119 7601...........................................................:.../760 755......../ N ........................................................755 M Lo • Il- N.. �d O .- pp 0 Cj � N r.. • . ; nLn + Mtn V? 750.......... ............................................._........750 z O z p , 745.................................................................745 740 , D$S,IG QRAQE, AT. GL. . . . . . . . . . . ,'�• . .t 4 . 740 735 . . . . . . . . 1 . . / . . . . / , . 1 . . / 1 . . . . . . . . . . . . . . . . . . . . 1 . 1 / . . . . , . 735 . PVC SEWER. PIPE 730 1 . • , . . . / . . . . . . . . 1 . . / . . . . . / . . . . . . . . . / , , . , -.ohm I . . / . . . . . / . . . . . / . , . . 730 • oo c,, 725. .......................1.......................•725 720 ; , ; ' CONSTRUCT 286.09 LFf 8"` PVC SEWER PIPE AT 0.92% ; ; 720 715..............................1...../.1.,,..1,.....,...:.........715 1+00 2+00 3+00 4+00 HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' K. t,9 act RICE 43130 * Exp.3-31-OS %P�9TF OFF' N q to � cm Q,; LQ Q M W v 0 o Q W ✓OBNo.: 05-987 OWGNO.: 05->87SW-PH2 DATE.• 12/91/06 ORAWNBY ADK/RTM CHECKEDBY M/N SHEET OF 12 SHEET r �yy,V LEGEND 00 J ALL STATIONING IS BASED ON STREET CENTERLINE DATA° - UNLESS OTHERWISE NOTED.0v. .w z cn ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED o w Z ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. + + o U . OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' -w z X OF COVER AT GUTTER FLOWLINE. v cn w.4 w SD STORMDRAIN STATION SS SEWER STATION 1� CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. MOENGO WAY STD.. DWG. D-14 S TRACT 6498 PHASE 1 2U CONSTRUCT SEWER ' LATERALS PER FOR S /STORM DRAIN PLANS STD. DWG. SW-7 84 85 86 LEGEND ®TYP ® #12 74 1 SEWER MANHOLE W/NUMBER _, I + + R/ to + ® #12 SEWER CLEANOUT W/NUMBER 5' _-- N N Qo #12 STORM DRAIN MANHOLE W/NUMBER U) o -o- #12 STORM DRAIN CATCH BASIN W/NUMBER X w 0 EXISTING SEWER MANHOLE 75 � I N � S85°43'S3" E � N �i EXISTING STORM DRAIN MANHOLE " �lr EXISTING STORM DRAIN CATCH BASIN —�--- PROPOSED SEWER MAIN ----- PROPOSED STORM DRAIN - - - EXISTING ' SEWER MAIN - - - - EXISTING STORM -DRAIN 76 ---- PROPOSED RIGHT-OF-WAY U PROPOSED CL MONUMENT 77 w r r Res 8 ♦r t • i A 00. �o 2-f-00 tn N M 3f00 00 e . N O + + N x ' cn a: cn R/W I �- c cn 6 10 20P 20TL -10' 95 94 93 Lu MOENGO WAY SEE TRACT 6498 PHASE 1 CL o FOR SEWER/STORM DRAIN PLANS z z _ 0o D z o tun n Lo �o z M + v) �-► + .'rA L0 � 4+00 M to N rj �+ V 20TYP 91 0 U Z HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' Zn OO 0 I-- tom_ d+- d+- c~n J to o U v)l U 760•.•••., ..................... oo � ,.,•.•,...,.••......,•......,.•.•,,,,,..•... oo� .••.•760 o� � Ln 6) CA-) • • Oo C3 to CO + CD • 755..•. to ti- .,.W.................... 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N f002 s M O _1 81 + a N + 5' N cn 10' 6 --•� 2O 107 106 U MOENGO WAY SEE TRACT 6498 PHASE 1 FOR SEWER/STORM DRAIN PLANS . W o O Cl Z 0 0 O � 00 � ± to N HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' 98 99 .100 101 0 35' + cn U) Lo rn � N ` N 15°20' 19" E W I N r+ + �- j CL ® c Z N 8„S 1S84`26'07"E N 186.51' _ to V M 3f00 rO N 900) �uj 0 o- + + N n V) V) (n 2�TYP 105 104 103 102 760•.,...,,.o•.„•„•.,,,,,,•...•....,•,••,11 • o o .••....,,•.,•„•,...,•••.••,iEc,o•.....•,.760 0Ln � .- •coco CD FIEd-cn U w755 • Z Z . DESIGN GRADE AT CL , 745,,,•,•...•,..•,•••• ..................... .•........•.•,..•......•...•. ••.....,.•745 00 , 740••....,•.,••,•......,,•..S,ER,PIPE,.•,.....•,•,,..,,..,•, • PVC V SEWER PIPE ,.••• .•••...,,., 740 ,tom , 735.•,.... ,,.�,�,..,,••••,•.•.,,...•���... .•,,,...•.,.•.,.,,•..,••��J,•. �,00 ,••,,.•.•.735 co 730:•„'` .:....•••:...•..•:,,•,..•:....... .••.•..:•..,•.•:••...•.:•,.•. ,:.,•...•:730 • • 0 p W 04?WZtn o8wo� 725:,•.•.,++8•U�•,•:...•••,:.•,,•••:.•,,,.. ,•,•.•.:.,,•,..:.•••.,•:...,• •:,,.,.,.:725 • _jenwZX C)V)w <w CONSTRUCT 196,.00± LF 8" PVIC CONSTRUCT 186.5:1f LF 8" PVO • SEWER PIPE AT •0.35% SEWER PIPE AT 0,35% 720:...••,•:,•.••,.:.••„ ••:••.....:..,..•,:..,.,,.:.,•.,••:..•...,:.•...,,:•••••.•:720 1+00 2+00 3+00 4+00 5+00 I ®QROF �(oft SS,®�'4 V cr_ RCE 43130 ;a * Exp.3-31-os \�9p CIVIL Q�� F0F CALIF/ f 1 '• .r MA All ,w JOB No.. 05--187 DWO NO. Of 18751yPH2 DATE.• 121006 ORAWNBK AAO;VRTIW 011S010DBY )GI" SHEET 16 OF 12 SHEET 0" ALL STATIONING IS BASED ON STREET CENTERLINE DATA c� a UNLESS OTHERWISE NOTED.�- ALL SEWER LATERALS ARE e - UNLESS OTHERWISE NOTED 8 • ALL SEWER LATERALS ARE TO HAVE A 4.5 MIN. — 71 MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' ± + to OF COVER AT GUTTER FLOWLINE. 06 SD STORMDRAIN STATION SS SEWER STATION CONSTRUCT TYPE " A" CATCH BASIN PER C.O.B. STD. DWG. D-14 MOENGO WAY 2 CONSTRUCT SEWER LATERALS PER SEE TRACT 6498 PHASE 1 STD. DWG. SW-7 FOR SEMItER/ST"ORM DRAIN t 1 12 SEWER MANHOLE W/NUMBER 16 [ o 12 SEWER CLEANOUT W/NUMBER N + 12 STORM DRAIN MANHOLE W/NUMBER r5• .- ar 12 STORM DRAIN CATCH BASIN W/NUMBER 1 0 EXISTING SEWER MANHOLE W -- EXISTING15 STORM DRAIN MANHOLE N E I PROPOSED SEWER MAIN w p s cmnpu• I. �' / �"A 2" 3 4 5 eon 04 + R++ :t N N 3a 43'S3'E K ICC44es - - N— ` - - -- - EXISTING ' SEWER MAIN Ocv .� .._...._ _ EXISTING STORM -DRAIN 14 $0 ± �.: + ' ----- PROPOSED RIGHT-OF-WAY PROPOSED . R OSED CL MONUMENT [ � 6 '- 13 ' �o' as aa' 110 12 .. ' If f "t. . MOENGO WAY SEE TRACT 64M PHASE 1 FM SEVMR/ST DRAIN PLANS 0 o c(n ++ Z ca o � 8 v � w '�- N q)TYP 11 10 9 �S NN 0 o V y tJ HORIZONTAL: 1 " 50' VERTICAL: 1 "� 5' 6 31' 19 N N2501'5d" E r d. S16'06'21" E 33 o p 760..... ��o t.................... .......♦. �,., ...•....♦...r..�..,... ...........760 • �,•oar •�.: q Lei • Sri �i i • • !� • • M.1 KJ • , ...� pp• © • • • © 755 • ... ♦ ... W .......... . ......... DESIGN • GRADE, AT• eL, . • ..... , ... �,........ ♦ . . , • .. ; ...... , 755 _. �_____ -750 REMOVE CXIST. SEWER SNUB • �l • AND CONFLICTING PORTIONS 1 . OF EXISTING DROP MANHOLE, �ti• REPAIR A4ANHOLE WALL • , 745: . ♦ . . . : , • . • • •a . . • • • • • : • • ♦ , • ♦ • : • . . . • : • • . • . t . : • t • • • t • : t • • • • • • : • • • • , : . . . , . • . :745 • Al • I , ♦ , ER PIPE • 740....•.,� ....................... ....,..s�.�vcs' •.. ......740 • e PVC SEWER PIPE • . b. ull 735. . , . . , , cA�. Y-t • . . . . . . . . . . . . . . . . . . . . . . . . . • . . • ♦ • • . , . . . . , . . , . . . . , , . • , • . . . . , . . . . . , . .735 • . . • . , ' CONSTRUCT DROP' MANHOLE 00 CONNECTION AT .EXISTING MANHOLE • ,1^� a PER CITY STD SW-3 730 • . . • • . . , . . . • . • • . . , t t . . . . . . . . . . . . . • . . . i . • . , . . . . , , , . . , , , ♦ , , , . . • . • . . . . , , . • • . . :730 • 72 c5:. .... , • CONSTRUCT 190.00 LF 8" PVC CONSTRUCT 175.00 LF 6" , ..� , . , ; . . , . , . , :725 SEWER PIPE AT 0.35% PVC SEWER PIPE AT 1.00.E , , . 720:..,,••♦:•.,•...:••.,,•,:..•♦♦.• :• „•.•,,t..•.♦..,e,..t...•.t:..♦•,.♦:720 1+00 2+00 3+00 4+00 5+00 • ' 755 3• . • 3161 :750 z'r c . , , 745 .,464.06.•740 .:.,., *735 • • • • • • • • t 730 • • • : • o • • • • • :725 .720( AVID V`11- +00 . 6 .. H U N S A K E R& ASSOCIATES ' 7,49A G J12612021 ivi � d BY. Matthew D. Mohler RCE 8416 DATE OF'C A N� � I R V I N E , [ N C AAPPROVED � 0 �► NUNSAKER &ASSOCIATES, IRVINE INC. PLANNING ■ ENGINEERING ■ SURVEYING 611/7,1 Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583.1010 ■ FX: (949) 583-0759 Y64 A/1-, " FOR RmloN A oNwARD APPROVED BY Manpreet Behl, RCE 89698 DATE CITY RECORDS NO. PLOTTED BY: Sophie Pham DATE: Apr. 21, 2021 03:34:23 PM FILE: F:\0887\Engineering\S/_TTM 7337\Imp_Sewer & SD Tract 6498-2\SHT 06.dwg 750• ,.•,,.o••..,,...♦••••••••••• • Q 755:....... 41- •..•:•••••oo:•••, DESIG 750•,t,..•♦... • .•....•♦ .•..... 745:.•..•• :••.,•.•:.•.,.,,:,,,• J 740 � ¢VC S;MER P . . . . . . , . to , . • t • . . . • • • . • • Co , • �p • 0- !-• , • t�i Z ig 99 ' CONSTRUCT 19 0i U SMER PIPE AT ,, 720 i . , • . . . : . . • , t , t : • , • , , . • 1 t • , • ! r •+ i i i i • 7 ` f. j LEGEND ALL STATIONING IS BASED ON STREET CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED . ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION 0 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 MOENGO WAY SEE SHEET 5 6b' 90' 200 N 1 r � 137 w M�►r LEGEND #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER Q #12 STORM DRAIN MANHOLE W/NUMBER -Q- #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN - — — - EXISTING SEWER MAIN - — — - EXISTING STORM --DRAIN ------ PROPOSED RIGHT-OF-WAY M o = HORIZONTAL: 1" = 50' O PROPOSED CL MONUMENT 0 ,+, .� VERTICAL: 1" = 5' SEE TRACT 6498 PHASE 2 0 FINAL MAP FOR EASEMENT SEE TRACT ,:. FOR STORM DRAIN PLANS LARTI PLACE Z RIGHT10 SEE . '": ` y • ,r /Lo ri (■�rCL o I lklmmrjmilL��l Ire �i�i�r � ■� ��� �iiii■� min � �� �� �■� r,� �. �� r� Lo + V) Cn to + 138 r tf) N + + RAW + + .-. + O + + O + + N M d- W) a: W) cfl (.0cn U) cn C� (n W tV) .t (cn (n f� QTYP I®T 139 1 141 142 G� 143 144 145 146 147 148 J �U Cn �o- 0) Lo Lo J 00 + z pe) n s-- J NN �MMZ ti-- d-a v V) x J to W U to O U + M + .- SEWER LATERAL "A" SEE SHEET 9 II 0 0 O O O O 00 O +� x -j r-) n } N N U Cn O J Cn O U Cn U w Q J CL IL CL 8+02.05- SD 8+02.05 EXISTING SDMH 750.... 1,.•.•• .•.••..•..••.,•..•..•••.••.•.,•..•,•..••,.•••••••.,•,.••....,..•,•........1..••••...•....750 -M IIro _, ilo d- I10 z 110 ilo Nrnr lion NO = �00 � mod- LnC C)� oPe) CD o cf) L6a= No 0 + pp {- C D i) + � + 00 + O -} O cr) + .fir O + O , + U) + N z + M + d -}- d- to + Ln z + r . to + 00 z N p F- M 0 I=. '�' V). _ t n c� (� U n F_ 0 V) n J (U J V) CL.) co �••m•....•••••�..............J.. ... . . •..•.. '745745• ..,•, (n cn • to z , 0 • ZO O , U C) C) CL) , • 740 • . . . . ,. . . . . . •. . • • . . . •. 1 . . . 1 •. . . . • • . ,. . . . • . ... . . . . . • •/ 41 • 1 • • , „ , .• 1 • • • • 1 DESIGN GR.RADE•,AT •CL . . . •. ... , ,, • .. , 740 • � tip, �� �� ��. . 735..........••.•.....•...,.,••.,..•.••..,. .•.•..... ..,•,.,......•,..:�..• �.( •735 .•..•••,..,...•.•.•••,,,.,••.•,,...•.•.••...,...,• ......,,•.•.••, • tK 100 "'A490 . . . . . . . . • . . . • . . • . . • . • . . . . • . . . . . . .. ` • . • . . . . . . . . . . . . • t . . . . . . . �• • • ,b..... . . . . • . . . 01 • . PIPE • , 1 1 1 , • . , 1 . 1 . . . 1 1 1 . 1 , I . . . • . . . . • , i 8 PV0 SEWER PIPE 8"� PVC - SEWER PIPE ' ��� , $ PVC SEWER PIPE 730 �O• ��', ��Ji�9�� I I ffl 1 J SF 8 II 1Nv _-EXI_ � .9 Mq0l 8� N2 0SNS .27% 0NN STQR E ISTING 175.94 LF24 , 1.C.,II. • • / (F24'1lei . .•, , •• , .,' 725725. . .R�J MN QRAIN AT 0.58Y NV �� �2�` �.�� ENV /rV 724. 6w 720• .....•..........•.. .... ...........�.�.oa��•.,..,••,..,,,.,..:��..•...•.•,,,.•...,..•,•.•.,.. /....,••,...•,...• .720 715.............•..... •715 CONSTRUCT 230.23f LF 8" PVC CONSTRUCT 145.80f LF 8" PVC CONSTRUCT 314.99f LF 8" PVC - SEWER PIPE AT 0.35% SEWER PIPE AT 0.35% SEWER PIPE AT 0:35% 710 • • . . • • . • • • . . 1 • . . . i • . . • • • i i / . • . 1 . . . • • . • 1 1 1 / / $ • • 1 • , . . / • / . 1 / 1 1 • • • • / / / • 1 • • • . / 1 . . 1 1 / , • • . . • , / 1 1 1 • 1 1 1 1 • 1 1 1 1 1 • • 1 • • 1 1 t 1 / / , 1 • / , • 1 . . / i i / / • 1 • . / . • 1 :a 1 • • 1 i / / . i • • 1 / , • 7 0 1+00 2+00 3+00 4+00 5+00 +00 7+00 3+00 11 d- A �l 141 HORIZONTAL: 1" = 50' VERTICAL: 1" = 5' MISSION ill W �QRpFESS/Q�9 RCE 43130 * Exp.3-31-08 ��9rF OF'C 750 .•..•.,.. . • ...........................................•...................750 � CR•. �fLo tflOj ' Lo ++ r-- +� to , ` • Z Z , DESIGN, GRADE AT CL, 740 ,...•..,, ........•..,••..,....,...•,.,•.•,•••,......,,,.,•.•.,..,.,..,..740 735 •...•..•. ••.....•......••...• .....................•..735 • SEAR piPE • 8�1 pVC 730..............•• ......•..••...•.,•.•...•.,�o�,...................;730 • ,ry cb • cps , ��� 725 .•.,ry��,•, ,.•••...0.0.0..•6.44.66.....•••••..•,,.••••.,..•.•..,,••..,•••;725 ' 720 •......,•................720 CONSTRUCT 273.96f LF 8" PVC , ' SWRPIPE' A 1,.3� 715.............•.............................................•.............715 1+00 2+00 3+00 4+00 5+00 o ti. Q Q ea rLQ O W O Z Q � W ✓OBNo.: 05-987 OWGNO.: 05-987SW-PH2 DATE.- 92/12/06 DRAlNNBY AD!(/RTM CHECKEDBY M/N SHEET 7 OF 92 SHEET k LEGEND ALL STATIONING IS BASED ON STREET. CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. •- 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION 0 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D--14 ® CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 O t+� 159 00 p O O ++ Z O + IT- 162 0) -. R/W - cn N S6%"w Y /%/i ® #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER p #12 STORM DRAIN MANHOLE W/NUMBER -Q- #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN --- PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN --- PROPOSED RIGHT-OF-WAY w O PROPOSED CL MONUMENT a M J U 165 Q ��/Ink ,J N O� O + R/W +CO /o cn cn co 156 155 154 A W YLqR / s a) O trF' U J 04 to to U U M M Z mot- d- Z LO N U U�UO U(n OU �Maul PLA oOAE LO CD T � cn I cn �- OnP 158 157 SEWER CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 213.57 655.00 107.74 18'40'54$ HORIZONTAL: 1" = 50' VERTICAL: 1" = 5' 755..............••.••.:...................................••.,•...,.••.... • rn •m li rn ,.,•..•..•.•••.•755 O o o,ao — 00,E _ tNCN 0 0 00 dam• • 00 0 • 750••.•...,••,•.,T•,..,.•.•.••.•.•,••••••..•t•.•••..•...•.�...•.••.•.••�. `" , (n. V) �..Ye.•r.......•750 • • , m . . • . •� • . m to , ,� ,O © O • 1c.) •V U 745•..••.•.•.......,•,•.••••....••.•.. ... .•......••.•.......•.•.....•..•.... ........•......•745 • DESIGN GRADE AT CL ' gay • 740•............... 740 735...•.....•....•••...•••.....••..•.......•........•.•.•.....•.•...•....•.•...•...•.......:735 . . PVC SEWER PIPE . • 80 VC illillillilillillllllIIIIIIIIIIIIIIIIIIIIP SEkER PjPE 730•••.•...,.••�o�<v. ••,•.........••,..•,•.••••,•...•..•.•�•,...........•.. . ..,N 2�:s�..•....••730 �"� J, 3 SO. J 725:............... ......................•........• ... .....,..............• .......,........725 • CONSTRUCT 248.97f LF• 9' PVC :CONSTRUCT 1:01.12f LF 8" ; SEWER PIPE AT 0,44% ; :PVC SEWER PIPE AT 1.42%, ; 720•.....•....•.........•..•....•...• ..............•..•....•.......,..........•...•...•.....720 • 0+00 1 +00 2+00 3+00 . 4+00 5+00 W_ -4 � yz�ZmKw 9N 11 UU N 00� N c? LO Lra rn + _ L "' _ C)o (n NN UU) ® o U U 175 176 177 178 179 180 181 0 + q)TYP ss 1g' cn to N � >< % QO (n + N d- N M t J LOT "F" _ —` � O '` � S63'35'27" E N 2*00 „ N 8 S N 0) 3 tV p w rn I � C' N �0� k 8 h� p�`� LO Sc� ± o cn to N 4 174 + N ay N + LO rn � M cnOTYP 173 172 171 170 169 168 167 m 00 �LO u.j to LO COCO + + O N Z Ucn OU ± U HORIZONTAL: 1" = 50' VERTICAL: 1" = 5' 04R0F KSSi®�'� t� rn RCE 43130 Exp. 3-31-08 N ®CIVIC F CAL 182 p/C�q S, R R/�yT q Y + rn / N 81's / SEE TRACT 6498 PHASE 1 / FOR STORM DRAIN PLANS / �O �/ ry 5, 1 1 �VA R/08�'a or o o cn N cn Z U tG W 70............. ................................ •..•,.•.••,...•.760 i..........•............... t o - 00 N II ap N 0 LO N it 0 M, r • � 0)L0 + O cn 00 `Q? N co • 755.............�•,m.•.•...,•,,.•,.......N. O (n J (n t j LO + � V ...........................,•,�.,�..•.......•..755 • • fit• (n �.1J (n U , • to U (n U U U 750•....•.......................... • ..•....•......••.......•........•,..;,•,•,•••...•••.•...750 . . ' gas DESIGN • GRADE AT CL • 745.................�� ,•.,....,..,••••..... .,...,...,....,....•...........•„ •..,.,.,....745 740.......................................................................... ..............740 • W' PVC SEWER PIPE : 8" PVC SEWER PIPE 735........•.......•..•• ..............•... . ,.....•.•,,...,•...,......•.. •.•.,..,•.•.•735 . 730 ........:............................... ...............:....•..:•...�.•:.,.%� �,��....•..•.730 .725 ' . . . . . . . . . . . . . goCONSTRUCT 156.58f LF 8" PVC CONSTRUCT 213.57f LF 8" PVC • 725 . SEWER PIPE AT 0.35% • SEWER PIPE AT 0.35% 720................................•...............,.........................,..............720 0+00 1+00 2+00 3+00 4+00 5+00 o Q M W � 'w a U O O DWG NO.: Of-987SW-PH2 DATE.• 92/92/06 ORAWNBY ADK/RTM CHECKEDBY M/fV SHEET n l3 OF >2 SHEET LEGEND ALL STATIONING IS BASED ON STREET CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 2D CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 00 00 .N � + _ + 'r-- cn UN U Z U z 0� 00 ►mil/' #12 SEWER MANHOLE W/NUMBER o - #12 SEWER CLEANOUT W/NUMBER no #12 STORM DRAIN MANHOLE W/NUMBER -tr- #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE on EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN --- PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN ----- PROPOSED RIGHT-OF-WAY O PROPOSED CL MONUMENT 214 215 218 0) M 11111 ........_.-..-y. ^ 4b. co W iY CG �V/ Y -- O 0) co M 00 re)++ 0B N � -P N M r-• •- to -0 to W V 210 209 208 213 212 211 Op N p Lo *#:t o+ _ .� to U( U Z 0 219 mot' cn N m 0 SEWER CURVE TABLE CURVE LENGTH I RADIUS TANGENTI DELTA Cl 264.49' 1135.00' 132.85' 13-21'06" HORIZONTAL: 1 "= 50' 11 M VERTICAL: 1"= 5' M 06 co s t!� cfl 0 C U 00 xw(n w zto tow O OR Q O 22O 221 222 223 U 224 2 25 to Ln r 00 d+- � co N N Cam!) b t+o � to N o VJ 11 w N C1 w N O 4 N N ~w w 0) i �v N p M M N 00 + O N r- w + L+ LO tn. 20TYP 207 206 205 204 n = 0000 ::E 4- cf) r' z r -� un x 0 cn w P/LAR SEEP s� VI/,q Y 'o• /sb� -�.. 20, 2 , c ! d f f SEE TRACT 6498 PHASE 1 FOR SEWER/STORM DRAIN PLANS rj co co 0)1 / 7+82.12 PAYSANOU WAY / / 10+53.86 PILAR WAY 203 / F r r;� 202 / f ti / co SERE co 11 5014'21 "yy A, 7 \I 0 . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . : . . . . . . . • . , . . . , . . . . , , , . . , , , . . . . . , . • • . I . . . . , , , . , , , . . . . . , . . . . . , . • . . , „• �' . . , . , . , . . , . . . ,�I , . , , . , . . , . • . . . 760 ppLo d cr, to . . . , ,� �/� H • . V / V J 755.•........,..,..........................................,.,,.......,w,...,.,..,.755 Z z z 0 O p U U U 750 . . . • t . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 , , . . , , . . , . , . . . , . . . . . . . . . . . . , . , . , . • , . . , . . . . , , . . . , , . . , . . . 750 • DESIGN GRADE AT CL t' 745.....................,....,.,......,.....,.....�..�.. ......... ....,,,...,...•,• .,.,....,.745. 8" • PVC SEWER PIPE ' 740 . , . . . . . 4 • $,� N.C. SEWER. PIPE . . . . • . . . . , �, � . . • . . 740 'VC SEWER PIPE dc 735. . . ,,J .,,W . .735z too co w p . oUw to Wz0 ; , cn o� <t f-• CONSTRUCT 272.19f LF 8" PVC CONSTRUCT 264.49f LF 8 PVC CONSTRUCT 99.15f LF' 8" ; 730 • EW PIP A � OR SEWER PIPE -AT: 0.35 0 PVC SEWER PIPE AT 0.35% • 730 725..... .............. ,......,.,..,.........,....725 1+00 2+00 3+00 4+00 5+00 6+00 7+00 3+00 'Y err► ' ... r AWM SEE FINAL FOR PHASE 1 04 \FR HAS 3 TRACT 6452 EM RECORDING DATA t' 142 Z a 00 I w 0 0� M cn U � v� Z Z \ O O U U LAVRAS PLACE HORIZONTAL: 1 "= 50' SEE SHEET 7 136 VERTICAL: 1 "= 5' ' { { m o0 4 � W E�1:42'" ��' i^ - SEE TRACT 6498 PHASE 2 Q rn � �- �--Ex.8"s -- -- 1 $»s FINAL MAP FOR EASEMENT ® w r43 26.243,co ®Z:5w� !1 Q 1144 mz ., LAVRAS PLACE SEE SHEET 7 SEE FOR 149 RECORDING DATA 745. ......................... �,,,...,,,..,..,,.•... .745 o M 1r p .- a ++� +� , • .— ~3 + cq 740. .....U,..................740 o ESIGN GRADE • '� OVER SEWER 735. .. , .... '�A , 735 730....... ...,.,..... ,730 EX 8" S 6+ , 1 � E \S� R • 725 , �tiG��� �o ©�. • 725 F '0; • EXISTING 4.2" 111.11± LEIS RCP CL-III' W/RGJ STORM 720 . . . . . . . . , . . .DRAIN , AT ,0;08% . . ... . ,� . .; 3 F ' 720 CD 715, ............................ .......,...,.,....... .715 CONSTRUCT 120.61 f LF. 8" , PVC SEWER PIPE AT 1.047 ' 710. ....................................•,. -710 11+00 12+00 13+00 14+00 ten► o�ROFK. Ess�®,y9 RCE 43130 * Exp.3-31-08 \9T CIVIL Q? J+\FOF CA1.�F� \� o w�` M W Q M U O O j JOB No.. 05-987 OWGNO.: Or187SW-PH2 DATE- 92/92/06 ORAWNBY.• ADK/RTM CHOW BY MAY SHEET9 OF 92 SHEET :r �.w r 2 ALL STATIONING IS BASED ON STREET CENTERLINE DATA i #12 SEWER MANHOLE W/NUMBER UNLESS OTHERWISE NOTED. p #12 SEWER CLEANOUT W/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED 93 #12 STORM DRAIN MANHOLE W/NUMBER ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. — 7' MAX, *. or 12 STORM DRAIN CATCH BASIN W/NUMBER OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. 0 EXISTING SEWER MANHOLE SD STORMDRAIN STATION ® EXISTING STORM DRAIN MANHOLE *v SS SEWER STATION "11" EXISTING STORM DRAIN CATCH BASIN ■ „ CONSTRUCT TYPE A CATCH BASIN PER C.O.B. PROPOSED SEWER MAIN STD. DWG. D--14 -- PROPOSED STORM DRAIN J 2{� CONSTRUCT SEWER LATERALS PER - - --- - EXISTING SEWER MAIN STD. DWG. SW-7 -- - - - EXISTING STORM -DRAIN ...�__._ PROPOSED RIGHT —OF --WAY 0 PROPOSED CL MONUMENT" `14 N06'44'25" W s o) •" N 3WO9? 9"E FAI M►i � �rt� �� i w .r Y w V �� MIT U WAY y M ±10 N�= 13 12 11 Ila l r 9 1 8 SEWER CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 1 320.42 1375.00 160.94 13.21$08" 22 23 - *,, - 24 25 R/W o uti co 7 6 A 8 c) ci C1 N .�...•... ..n• mean •_j to + +� (m'•) r"A� wPZAL9EM�d,:'FAAm IFA tU')f) (6 +�? rn Uj HORIZONTAL: 1" = 50' VERTICAL- 1" = 5' 214 765 N i 11 b. . If GO t . N M p� . • z F 4 N 765 ..r-' M tD r.., • an rn M tij • �-�-♦ .-- C • • "-1-J U+'i . . • . . Y+/ �.T . . . . . . + �,,,DTyTi • . .,,� �., \zJ t� N cy . •�• iV/)7 i� icy N ? 6 0 ' . . . • . . . • . . M/ . . ` , , . • . . • . . . • / . v r . . . . • . . . . . 1 . . , . . . . , . • • . . • . . . • . W . . . • . . 1 . , . , . . 1 • • . . . . • t . . 1 t . . • . , , • t . . . 1 . • . . . , . . t • -� . • . . . . . . . . . . . . . . . ►W . . . . . / . . • . , . 1 760 0 • ( • A Z Cn Z 755 • , -755 • • % ESIGN GRADE AT CL 000*1 ? 50 • • • • • • • . / • • `h,, • . • 1 1 • • • • • • • • f • • • • • • • • • . • • • • . • • • • . • . . . • . . • • • • ♦ • . • • • • . • • . • • . • • • 1 • i • • • ♦ • • • . ♦ • f • • • . • • • • • ♦ • . • • • • ♦ . • { . • • • • . • 1 • • • • • • ♦ • • . . • • . • • • . • f • ♦ • . • ♦ • e'qe� � 750 } ?45 • • ?45 • PVC SEWER PIPE 1 „� u' 1j14 bVC SEWER PIPE tiL � . • � • > . MOUNM�a8" PVC SEWER- PIPE • �/� , 4 740 . ♦ f . . , • • . . . . . . �- �j, . . 1 . . • . .�/� �. , 1,� . . • . , . . 1 • • . . . . 1 , • , • • 1 • . • • ... • • • . • � • . . • . . i ; I . . . : . . . . . . • : • . . �m PIPE.� . , , . . . • , / , . . . . . i 740 ilcc . �.�/\ . -� • • . • • • {{//_/lye ti1ti1►► • � �� ��• • ? ? 5 1 ♦ • . . . . . . . • • { . . . . • . . . , • . 1 t . . t . . , . . . . , • . • 1 . . t . . , . i . . . . . • . . • ►. . I • / / . • , . . • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . • . . . • • . . . . . . . . . . W . . • • . . , . . t . n .,a:...meZ Z �PP • . • • / • • • , k ?fin, c4,�'w cSg' • • • . • • • • • . • . . , • . •e0v• •ivy CONSTRUCT 320.42E • LF er PVC SEINER PIPE AT 10.35% CONSTRUCT 11.7.20E LF 8"�� 730:CONSTRUCT 120.55 LF r PVC CONSTRUCT 214.31 LF 8" ' PVCk'�'11 • .SEINER PIPE ,AT 1, 00Z SEWER -PIPE AT C.35.�• .. • .. • .. ....: ? �0' }; • 1 1 SEWER PIPE AT 0.3596 •=�. to � �`. • •n �•'`�w. '°`�.vbvca»" °' ate`. ` sue. • . • . 1 • aP „� ""'m".a.., ., "'� ',5 " or�-s `*..�,�. ,�.,,, `gym . , . • • • � � �� { • a • • • • • • t • , • • • • • • { • �w C O Q { 1+00 2+00 3+00 4+00 5+00 5+00 7+00 8+0-0 9+00 10+ N/ S S1 HUNSAKER &. ASSOC'IATES X4 w 3/26/2021� I R V _ _.._..- [ N E , [ N C 1 APPROVED BY.- Matthew D. Mohler, RCE 84160 DATE E A 3 . 8 60 M PLANNING ENGINEERING SURVEYING HUNSAKER ASS CIATES, IRVINE INC. Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583-1010 ■ FX. (949) 583-0759 / FOR REVISION 1Q ONWARD/j 9/.?"Z/ 40t�4va 464/ - C 1 1�_. APPROVED Y.• Manpreet S. Behl, RCE 89698 DATE O C ',W CITY OF BAKERSFIELD CITY RECORDS NO. okof ES � RCE 43130 � * Exp.3-31-08 Z h N N N w k • fn w m Z LLJ J /M A 1 d i PLOTTED BY: Sophie Phom DATE: Apr. 21, 2021 03:33:40 PM FILE: F:\0887\Eng1neering\SA_TTM 7337\Imp_Sewer & SD Tract 6498-2\SHT 10.dwg ,, f t LEGEND ALL STATIONING IS BASED ON STREET CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. -- 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 ® CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 147 LEGEND ® #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER Q #12 STORM DRAIN MANHOLE W/NUMBER -�- #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE M EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN --- PROPOSED STORM DRAIN - — — - EXISTING SEWER MAIN - — — - EXISTING STORM -DRAIN --- PROPOSED RIGHT-OF-WAY O PROPOSED CL MONUMENT �(n d�N Q M� z_r o _j _j li cn 0, w NLL o Z w 0�� (n cn Q.. 5' 5' D A CONSTRUCT 15 L.F. f ij 18" CL—I11 R.C.P. ( w/R.G.J. STORM —DRAIN EXISTING 10' STUB 0 0.50% W/ PHASE II I PER PHASE I IN tk CONSTRUCT 40.93 L.F. f 18" CL—III R.C.P. w/R.G.J. STORM —DRAIN ® 0.50% W/ PHASE 11 Wn ' Pia V) W wc�r)ii oo ,—W (00) Q o0co 00 N O cV Z = a cN It It V) I,- p d ,MI- N wa /11AP" °D 6 1tx CONSTRUCT 16 L.F. t jk 18" CL-111 R.C.P. lj w/R.G.J. STORM —DRAIN 1 i 11 ® 0.50% EXISTING10' 1PHASE 8 l l NIP 11 li EXISTING 10' STUB PER PHASE I - - - 18" CL-111 TR.C.P. w/R.G.J. STORM —DRAIN ® 0.50% CONSTRUCT 4 L.F. t 18" CL-111 R.C.P. w/R.G.J. STORM —DRAIN ® 0.50% EXISTING 10' STUB PER PHASE ' I O �Q Z�d cn 0! (n w, 'in c i 5, 5 i CONSTRUCT 15 L.F. t — 18" CL—III R.C.P. w/R.G.J. STORM —DRAIN ® 0.50% eo EXISTING 10' STUB 2yc>> PER PHASE I �33 STORM —DRAIN SECT/ON NO SCALE bp - EXISTING 10' STUB PER PHASE I 0 cn z Q�OF ESS/pN QL RCE 43130 ;o Exp. 3-31--08 ®F C AL�F 755 • , • 1 . 1 . 1 1 . . / . . . , 1 . . . . . . . . . 1 . . 1 , 1 1 1 . , 1 . . . . . t 1 . . . . . . . 1 . . • . . 1 1 , . / . • . . . . . . . . , t 1 . . . 1 1 , , , . 1 t . t , , . , . , , / I , , , . , . t , . , t , , , . . . . . • . 1 , . . . t . / , . . . . . . 1 , t , , t t , . t . , 1 . . . . , 1 , , , • 1 . . , 1 1 , t • , . . . . 1 1 . / 1 , t . . . 1 . . 1 t 1 . t t , 1 1 1 . r , t . t . 1 . . . . . . 1 t • . . . . . / 1 t . . . , . 1 . . . 1 1 . . , t 1 , . ./ . . , 1 . 1 1 . •....755 IIN = 1100 t� ii00O Ilcv= ilOto II(D III= cam= Ii�= Ild-= . cv c0 � 00 M .-- • t 00 M N t Lo� O N o d � r I I•( ,d- I I O r'o= 11 00 = - Q0 cf)K). M o6 . Ln C14(6 o � nj 1 � N o . � r� c-'j. mo o Ln X6 <n m t 7 ' . � � � //r ��^ / //�) emu/,/ ,u/�, /�',. rn� (C�� /� 0-) � Q0 '�+ O� . t . . 04+ 1o+- r-+T t00+ . , t .�+0 ,/��,�� , 1 , L^,+0 Wv'/VJ , . 1 v, v', V1to �. . +o z +� N MM � +� z �� �� z t�o0 I— +•00 +•o - +C) C� + z �j-rj U/ I c/ V) V♦ H /A ��// 1 1 1 t cn 1 1 71 V//,J V, 1. t 1 1 1/ /l Q 1r . //1 , C_ �. 75® •U x U . 1 .a U�/� , t'�. . . . . .•. . . . , . 1 :'. 1 . t , 1 , •1 . . . 1 , . .'1 �, • J t t lJl U) 1 1 �IVI W J t� -1 V(nl,W J C�, r • It. I! . . . , 1 1 , / . 1 , . . . . . , . . 1 . , , . . 1 . . • . 1 . . . . . 1 , , . . , N . W . . t . I t 1 . , . . , �, / , . • t • 1 . . . . . 1 . / t , . , . e • 1 t , . • , 1 1 1 , . 1 / , 1 t ' t. t / 1 , . , 1 , 1 . t , , , t . . . . 1 / t , , , 1 1 . . . . 1, . . . . . �, `1� 1 , . . 1 . / . . • 1 . .. . . . . , / ! , 1 , 1 �SI • �, / . 1 , 1 ( '." ITV . . (, f . . . . , . . . 1 t . , ; 75 III ww (J) v • W 7y 1 ` J W , YY .. . . . y t . . . . 745 ; ' ' ' ' ' ' . • • • • 1 . . • , 1 • • ' ' • , , . , • , ' , . 1 1 . . . ! t 1 , . . . . . . ' . . , 1 1 1 . 1 1 , , t 1 . . . 1 , . . �•``•1p_-. . / 1 . • , �` . . t . . . ; , t . 1� / ; 1 ��.�.7•�'i� . . . 1 . , , . 1 t . 1 . , , t t 1 1 , 1 / ' . . 1 . • , t 745 >, . 1 [DESIGN GRADE .AT CL "cp �,�� ��,,__ -''"'� ,�3 I •I , 7 4 l l EX�STI�1G 'PVC SEWER -PIPE : 740 • ® ; . , . . . . . , , . . 1./ 1 , . 1 . . . 1 . 1 t . / . 1 . 1 / • • 1 1 / 1 / : 1 1 . . . / . • . 1 . , . / t . 1 . . , , . / 1 . . . . 1 . , . t , , , 1 , 1 t t , . . , . . • . , . , 1 . , , . , 1 1 , t , t . , . , . / , / 1 , • . , t • t • , , 1 , , / , , , . , . / . t ' . . , . t . t 1 1 , i , , . , 1 . ' , / e / / . t , ` , I . . . / • 1 . . t • t . . . . . t ! 1 , . 1 , . , 1 1 t t . , . , , 1 . , 1 t . 1 1 ' " PVC SEWER PI E AT U.35 ° EX G 8" PVC, SEWER PIPE :AT 0.35� EXISTING ,8 1 9 o , 1 . , . . , . . . . / .. / . , , , . . , t , . / . 1 ,. , . . 1 . 1, . 1 , . . , 1 , . , , . . 1 t 1 . , . . • 1 , , , . , . t . , . , i • 1 . , , , , / , . , / 1 . , , . / . t , , , . . . . , , t"\�t� ',\ . . t 1 , , . i t , • , , . 1, , , , , t • .1 . / , , . . t', 1 . . .� , .. , t 1 , . , . , , . , / .;. , e . . , '4 i\CP• ,; ,�-hit_ ,. �7�- .;. . t , / t , t,, . . . / , . .1•EXISTING• 1•8'�''VLA -,1111 ;735 7 �I-�'.dpyj5 1 1 t , I I �R PIPE t � V `� •.� 1 t • " C S ,N , - RCP CL-III 240.68 L.F. 24 RCP CL-III I EXISTING • , W/ RGJ STO(�M .DRAIN 2 , -EXISTING 240.68 L.F. 4 , L.F. 24" RCP CL-III W/ RGJ STORM DRAIN t ; EXISTING 272.22 / •W/ RGJ STORM DRAIN I CL-I11 EXISTING 219.88 'L.F. 24' RCP W/ RGJ STORM DRAIN AT 0.30% EXISTING 269.90 L.F. 24 RCP , �O N AT 0.30% CL-III w/ RGJ STORM DRAIN AT •0.:>0% 1� STORM DRAIN , A W/ RGJ ' .y�� 730 4 1 t 1 1 1 , 1 .[� . , i ,--T-, . , 1 1 . / / / 1 . , , i;�1 t . 1 , . , . , , , , t , . t 1 1 / 1 i , 1 1 1 1 i t i . , 1 , i , . _, ^, . , , 1 . t , , , , 1 , , , 1 t , , 1 . 1 , i 1 1 , i . , , t . 1 , , . i 1 , ,, , (\I . t i 1 1 , 1 1 , 1 . t 1 1 / , 1 t 1 .1 1 , • . . . D(���/.�'t / , , 1 t e 1 / i , , 1 1 1 . , , 1 , 1 . 1 / . .. 1 1 . , • 1 1 , 1✓t , , , t , . , ,�� yJA . / 1 i / 1 1 1 t t 730 e PVC SEWER PIPE Q>> t . ��^ /1'1 t V &.r�\ . �y� C/'. � . , 1 . G��� Oe l' o ��///" Y ��� t . , • O�j�� \ 1 , , . . �J . . 1� � 1 . . , t , , / ,L) {`11 l �' 1 . •VV. � . , t , :i yV .�� . . . / ` � t , . 1 . 1 1 • . . . . . , . 1 SEE TRACT' 6498 PHASE 1 ' ' SEE TRACT 6498 PHASE 1 ' .(�\) a' 1 1 r t t 1 t// 725. . . . . , . . . . . . . . . . . . . , t . . . . . . 1 , , 1 . • . , , . . . . 1 . . . 1 . t . . . 1 1 1 . . t . I . t . • , 1 1 1 , 1 / . , . t . I , , . 1 . . t . . . . i , , . , . 1 , . , . 1 . , I I . , . . 1 I • . , . . i 1 1 . , . t FOR ' SEWER/STORM DRI IN' • PLANS . , . 1 . . . . . 1 t ... t . . . . , ... . . . t . . ... . . . . . . t . . . . . . . ... . . • . . , , . . . . . t . ... . . . , . . , 725 1 FOR STORM DRAIN PLANS r 1 1 , . t . t • • 1 , 1 1 1 1 , • 1 , 1 , 1 , 1 t , I t 1 t . . . . • • t . . 1 1 1 t • 1 1 . 1 t . . . 1 . , , • . i t , . . • 1 , . 1 t 1 1 , , t , , , , 1 t 1 t I , . . • 1 . t • CONSTRUCT 225.00f LF E" PVC SEWER PIPE Al 0.36% • CONSTRUCT 244.32f LF E' • PVC SEWER RIPE AT 2,07%t • , 720 , 1 1 . / . • . . . . . . . . , 1 . . . . . , , • 1 . . , 1 . . . . . 1 , . . . 1 , . . . , . 1 . t 1 / . . t t 1 1 1 . . . . , 1 1 1 1 . / .6 1 . . t t 1 , , , / . . 1 . . , . . , . 1 . . t , t t , . 1 . 1 I 1 to t t . , 1 1 , . . 1 1 . , t . , 1 1 . 1 , / I 1 1 , 1 t / t . . , t • . , / . 1 1 t 1 , 1 1 1 1 . t 1 1 1 / , . . 1 , 1 r 1 / . 1 1 . t 1 1 . / 1 t 1 1 . . . • . . 1 . t I 1 t • 1 1 I . , 1 1 t t . . . . . , 1.1 . 1 t 1 t . t , . . t 1 1 1 . . . . 1 1 1 t i . 1 . • • • • • • ' 72 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 +00 10+00 11+00 125+00 13+00 14+00 WHR #=Ro� F/L H � o M a v 5 0 � z z o 5 JOBNa. 05-187 DWONO..• 05-1878WPH2 DATE 12/12/06 DR9MBY.• ADK/RTY CHECKEDBY.• /w" SHEET OF f2 SHEET f® L LEGEND ALL STATIONING IS BASED ON STREET CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. -- 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. SD STORMDRAIN STATION SS SEWER STATION (D CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 20 CONSTRUCT SEWER LATERALS PER STD. DWG. SW-7 0 T ® #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER Q #12 STORM DRAIN MANHOLE W/NUMBER -�- #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE F EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN ------- PROPOSED SEWER MAIN --- PROPOSED STORM DRAIN - — — - EXISTING SEWER MAIN - — — - EXISTING STORM -DRAIN --••--- PROPOSED RIGHT -OF --WAY O PROPOSED CL MONUMENT II C) oo� O N � +±z U x w CITY HILLS DRIVE I S 6'41'03"W--° 00 w I I I I CITY: HILLS DRIVE N U MM U + + __in 00 U (n U N Lo ai M 6oi � h h tyU_ U-U- po 5 5 to o \Xr oW 5' S,tn i oW �� � m v zto zo U U CONSTRUCT 25 L.F.. t 18" CL-III R.C.P. w/R.G.J. CONSTRUCT 15 L.F. t STORM -DRAIN ® 0.52% 18" CL-111 R.C.P.-*-/,R G.J. STORM -DRAIN CAD A53'% -2+00.r---EX."S ---' 00---- N 18" S.D. N73' 18'57" W 174.29' M o 0 to zo V) 1100 c_(� 4 U Y C7) + 0 00 + N Z co N (I) (1 0) -' cf) x + U w N it 00 00 c0' (R Lo d- �+ + n n U � J 9Ik CN i211 �U� �9 STORIV1--DRAIN SECTION NO SCALE � 00Q0 � �Lq co U'j Lq r, U dam- + U M c H � = SEE TRACT 6498 PHASE 1 (n FOR SEWER PLANS d- II Lo 0 L m Lq r 00 U t- + Lo 0 CONSTRUCT 25 L.F. f 18" CL-111 R.C.P. w/R.G.J. STORM -DRAIN 0 0.487. CONSTRUCT 25 L.F. t 18" CL-ill R.C.P. w/R.G.J. STORM -DRAIN 0 0.52% STORM --DRAIN SECTION \4.V NO SCALE ®�,OF SS t(Io�� . V a�/l F?� RCE 43130 * Exp.3-31-OS \�9p CIVII. Qom\ FOF CALxF� Lo 6 co STORM --DRAIN SECTION J NO SCALE U II �— Un o LQ4� oo� o_-�= cn 113 I cnW 112 U N 111 � a y 0 I 0 z " o MOENGO WAY 110 U I' TOS I WAY 0 SEE TRACT 6498 PHASE 1 FOR SEWER/STORM DRAIN PUNS 109 SEE SHEET 4 ' 24 52 15' j ' S3 83 '1 20 E 0 20 10 108 '� �' / / � / / / EXISTING SDMH )o' 20 20' 10 I--- R/W 15' o �,. / - ' 2q� S.D• j% 1 tQ cn 0+066 cn 00 00 s --LOTS �F� - �E- -sa- - a---EX.B"S —-------- _41E + 1_ EX.-"-X.8"S +_`I V, -- ' 24SO 259.65' ---18 1D.- N7S18'57"W 241.08' N73°18'57"W 114 _ ® 115 --R/W � 116ts= HORIZONTAL: 1 50, 117 VERTICAL: 1" = 5' SEE TRACT 6498 PHASE 1 Q t 119 118 FOR SEWER/STORM DRAIN PLANS II (_0 CDf__ +Lo L0 to U C 0 O n 0 + o MOENGO WAY < Z SEE SHEET 5 O cnY CD z c00 coo M F-- L CD ai 00 + 00 W + + U =o J II 00 0- !-- 00rn xw6'4 ``'zv' + >Sr"t +00 N wQW U o 00 Ln + z + CT) F- O-) o x 0 w I 755.,..••.....,•....•..,...,...•..•......•......,•.,,,...•,•, ..• i I o 11 0) `— I I coo t1 00 N I I c� = 11 co t o i I�= I I 'co* = I i r- = I = • U��CD V� �M coQO� 00 to co r-_ cow �m=, �� •�co: LCiO� N+U r+ 0) +�? d-+ • + U OD+ 00+0, + ,IS-`+ T+v • ± z .+. cn + N z + M + + to • + z , + 00 z , + a� U -I; o z CD 1- N F- L0 (n I� F- 00 6) z o !- r • • 'S i%) . 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INV 18" N,E,W 735 . . . . . . . . , . . . • . . . . , . • . • • • • . . • . . . • . . , , , . . • . • , . , . . . . . . • . . . . • . . . , • , • . . , 5•$8, . , , . . . . • • , . . . . . . • . • . . . . , . . . . . . • . . . . , . . . . • , • . . , . . . , . . • . • • . . . . . • . . . . . 'EXI NG' 'PVC 'SEWER' PIPE• AT � a.35� . . • , . , . . . • ` .�. • -`y' PVC SEWER PIPE AT 0.35� EXI T NG 8 ' PVC. SEWER PIP 'AT 0.35% -� F EXISTING 8" � � � ' 1> F— �/(J� ��. ,,� ��/� . „��o �� �� �' EXISTING 2 4" RC P C -'----- 730 731.63 �� �,� DA �`�'� `b /N `�- — �-____ ST'ORI� DRAIN( AT b.4ft • '� QD -- FN - o V 'O • . . • , 725 J EXISTING 24" RCP OL--III . . . . • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� ,�o �. STORM' DRAIN' AT' 0.48� • . . . . . . . . . . . .72�J' . . co w • CONSTRUCT 174.29 LF f CONSTRUCT 241.08 LF ± o w z • Lo z , 18" RCP CL-III W RGJ 1 9' RCP L-III W RGJ n w 0 3d, , STORM IN CAA 0.32% STORM DRAIN CAD 0.39% CONSTRUCT 259.65 LF 1 �+ o v N , 24 RCP CL--III W/RGJ m o , • STORM DRAIN @ 0.48% ' v U ¢ t ' 720••••..,,...••.,•,•.,..,.•,.,•. 1+00 2+00 3+00 +00 +00 0+00 7+00 3+00 9+00 10+00 11+00 12+00 o cm W N W V 0 O ■ s r ✓flBNo.. .. 0f-987 04YGNO.: Or9B7ST-PH2 0,4TE.• 92/92/06 ORAWNBY ADK/RTM CHECKEDBY.• M!N SHEET Ad OF 92 �Er 1 .. , CITY OF BAKERSFIELD ER SPECIF/CA TONS SEWER OTES 1. GENERAL NTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION CESSARY TO COMPLETE INSTALLATION. 2. VCP INSTALLATION: NOT ALLOWED FOR 8" PIPE SET AT 0.257) A. MATERIALS: THE E AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING T URRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORM A E WITH THE PROVISIONS OF OF SECTIONS 71 OF THE STANDARD SPECIFICATI OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURREN DITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A CKET END AND A SPIGOT END. WITH COMPRESSION JOINTS CONFORMING WI THE CURRENT ASTM DESIGNATION C-425. 2. THE PIPE FITTINGS FOR 6, 8", 10", AND 12". SANI Y SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLI S CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. EXCEPTI THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSI CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIR 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. 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. B. 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. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS 1, II OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. 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. B. 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; USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I OR it EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 6. WYE-FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23" AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW-4, SW-5 & D-18 SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW-6. 8. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWING SW-1. 10. 24 HOUR NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 11. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE ' SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDIN 1 FOOT ABOVE SEWER MAIN TO RIGHT-OF-WAY LINE. ALL MANHXES AND CLEANOUTS WITHIN TRACT, INCLUD EXISTING MANHOLES, SHALL BE ADJUSTED TO ISH GRADE IN ACCORDANCE WITH CITY STANDARDS. TING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. GENERAL NOTES. 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST-22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. . 7. PRIOR TO THE START OF. ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. . ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, TC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED A IRECTED BY THE CITY ENGINEER. 9. THE .LO TIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPRO ATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AN EPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMM E G WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MI T BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTE ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WOR G DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. IF THE CONTRACTOR IS IN DOUBT TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCR NCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN QUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS D PRICE FOR THE PROJECT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON ONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER TH THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEAS ONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWIN OR OTHER DOCUMENTS. 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR ERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWINGS 13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. E NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY EN ER. 14. PINNACLE ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PINNACLE ENGINEERING. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT AR PART OF THIS PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES IF TRENCHES OR PIPING - BECOME DAMAGED DUE TO WATER INFILTRATION, IT HALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPI TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BAC L COMPACTION. 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENC ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVI ' N STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SH BE CONSIDERED A PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL SUPPLIED ONE TIME BE THE DEVELOPER. ALL RESTAKING WILL BE BACKCHAR TO THE CONTRACTOR. 20. CONTRACTOR SHALL VERIFY L TIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIE NTO. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY CESSARY ADJUSTMENTS CAN BE MADE TO THE PLANS. 21. PRIOR TO FIN ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED F THIS PURPOSE, AND AS APPROVED BY THE CITY ENGINEER THE TELEVISION CAMERA SHALL VE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OFT PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION IN CTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE BDIVIDER 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, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 22. 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 A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. STORY DRAIN NOTES O. D., ..- UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. awl CITY OF BAKERSFIELD ER SPECIF/CA TONS SEWER OTES 1. GENERAL NTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION CESSARY TO COMPLETE INSTALLATION. 2. VCP INSTALLATION: NOT ALLOWED FOR 8" PIPE SET AT 0.257) A. MATERIALS: THE E AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING T URRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORM A E WITH THE PROVISIONS OF OF SECTIONS 71 OF THE STANDARD SPECIFICATI OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURREN DITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A CKET END AND A SPIGOT END. WITH COMPRESSION JOINTS CONFORMING WI THE CURRENT ASTM DESIGNATION C-425. 2. THE PIPE FITTINGS FOR 6, 8", 10", AND 12". SANI Y SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLI S CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. EXCEPTI THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSI CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIR 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. 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. B. 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. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS 1, II OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. 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. B. 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; USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I OR it EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 6. WYE-FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23" AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW-4, SW-5 & D-18 SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW-6. 8. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWING SW-1. 10. 24 HOUR NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 11. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE ' SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDIN 1 FOOT ABOVE SEWER MAIN TO RIGHT-OF-WAY LINE. ALL MANHXES AND CLEANOUTS WITHIN TRACT, INCLUD EXISTING MANHOLES, SHALL BE ADJUSTED TO ISH GRADE IN ACCORDANCE WITH CITY STANDARDS. TING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. GENERAL NOTES. 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST-22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. . 7. PRIOR TO THE START OF. ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. . ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, TC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED A IRECTED BY THE CITY ENGINEER. 9. THE .LO TIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPRO ATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AN EPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMM E G WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MI T BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTE ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WOR G DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. IF THE CONTRACTOR IS IN DOUBT TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCR NCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN QUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS D PRICE FOR THE PROJECT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON ONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER TH THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEAS ONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWIN OR OTHER DOCUMENTS. 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR ERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWINGS 13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. E NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY EN ER. 14. PINNACLE ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PINNACLE ENGINEERING. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT AR PART OF THIS PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES IF TRENCHES OR PIPING - BECOME DAMAGED DUE TO WATER INFILTRATION, IT HALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPI TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BAC L COMPACTION. 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENC ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVI ' N STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SH BE CONSIDERED A PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL SUPPLIED ONE TIME BE THE DEVELOPER. ALL RESTAKING WILL BE BACKCHAR TO THE CONTRACTOR. 20. CONTRACTOR SHALL VERIFY L TIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIE NTO. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY CESSARY ADJUSTMENTS CAN BE MADE TO THE PLANS. 21. PRIOR TO FIN ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED F THIS PURPOSE, AND AS APPROVED BY THE CITY ENGINEER THE TELEVISION CAMERA SHALL VE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OFT PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION IN CTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE BDIVIDER 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, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 22. 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 A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. STORY DRAIN NOTES O. D., ..- UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. awl Po►erRaat F�k►i !� cn bite �� � Bbr rll�'mmmw to Rw fwft Taub '�" bdoe► h ra *Qv am err► aa, .� •Depth �' Flu%) baaR of 04 N&ft ..••''f '� Yariea � a w the outer i.0' (am) of !ha .�•� r• � �r �"� meafien arMa• and it abn ** ............ � Ehe aaaeptod %' 13 - 6�5 1.5' (a4Sr» 7.0 - 80 200 (4" Ba w �m a5 4? aK�i+�" 26 (475m) i t h �. �►. i ~'' .... ' owfwlted to xw iL ....... raw* � ��w.Nw YI zmcw#wtad to sw ntctrw gift of pipe zone &W be 1.0' (din) oa/JA► bye avow hp of jeo bad or Ms ar&* li s p afire to Qanfbrm to note: ...f6 and Iof A4* end p a � r # far , ft7s raft ,� .....�a gyp + per the Pw6k R -� utJltfiar °�•. ar t�analeoii a5' a15mj /t<ataabtfte as pw 4. raft of b"M V h H of ft Sfafi d atlXael�fon 1.08 NO TES: (or AM � {Q,�m�. p i� A�LO�a bend► { r 2 I. 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Far paMer ml potahea w&h poW won w star d d mied by medla *d ow mtrw &W be aiornity s`L�6.h lhk dIm* mmxd Pf4WY cmfOdfd to P*r to promd* Z Obow for p T E "A" rru and lump mm be swam h ouww= rm the ar bloaiMwt �e ii ft 00 am of be o ponammod &Mft NM taeed hOr � JM miff heft od *NV Ad noBari for kwo pia at of Me *0 tent For a�tm+arto man CAM k rege" for and harm C" sw be t to aidooata bu ppe the nm ww bow' h die pro be hand pad and h ift Rot w dwood a5' )atbwtom► ftm" Ad bo pmAdy Afibr to Art* a BMW matte aeboow ppe AM did► be in of dai matarid and or starw axseft aa5' (&*a) h proda t and Md be p Led h not to aararad am trot {1. ) Pff) b}mro and each � he ed 1hs failowln9 sholl sea for trendy width& IN AREA 1FST DIMENSION TAMPING CLASS CLASS / B,Ef)�t)YNG SYURRY 1. o'(awn) or less T o o--Wn wNer a25 Wmm wrdar 0.�r» ap 1.0TY0 to' sm l.o•{a..�m� wialer bothsides 0.�'{a i5r»j wider b ' a 20'{1i-ft) ar ma°+e TR(a c%) wldW both sides 1.0'(0..*"j wk* both 8/do ALMAW-* sz aaREv STANDARD «mot"''�° xu TRENCH BACKFILL AND COMPACTION M. S14AV REQUIREMENTS N.T.S. ow Na CITY OF BAKERSFIELD ST-22 CAILIFORNIA ON amm Now wow nWARUMMr Oil .oVV4Fo / •1411111142S S115XZZ I FAI. 1 1171-�Z-RZ-01V CITY STD /!/O. DESCfr'/f'T/ON C/TY STD. /1/O. DESCfi'/f'T/O/V ® S*-, / SEWZ-/? LATE/i'AL &4fA' F/_i' ❑ 0--5 I?IaVT OT lyAl oc-01? N.9TUfr'AL CNA/I/NELS ❑ Sly-2 Tii?ENC11 SECT/ON TOfr' CONCfr'ETE ENC.4SE0 P/PE ❑ L.9NDSC.9f'ED CONSTRZICTED 01,4NNELS ® Sy j 104VZ LIZN_ 7_ R47C_ I Z_S ❑ D-7 1?16YT OT 04 /v TOfr' CONS7R_ Z1CTED C114NNELS ® sx 4 &X1V1TOLE, TYPE ' f " X TfI Or4'OP CONNECT/ON ❑ D-8 fib/GHT OT * l 4 ty TOz? LINED CONSTRUCTED 0%4NNELS ® SX ,5 T/�A41ES & COkfl-f I_&?R �ANIIOLES CLE.4NOUTS ® 0-9 E SADDLE ZETA/L ® Sly-f' 6'" CLEAN OUT ❑ D-10 S/DE !f' UNDEfr'Dr4'.9/N ® Sly-7 fIOUSE CONNECT/ON #100Tf/ 1/CR SADDLE ❑ D-11 OR,,41N,,4 S/N ❑ IN/%IS7R' 14L SAND Ti4'AP ❑ ❑ SX /O SAND TfefAP ❑ El sx // 110l/SEE CONNECT/ON 4W1TfI CXST /fi'ON SADDLE ❑ S/4Y 12 SZWZIrr'' L/TT STAT/ON k1,4Z kf- BOX ❑ ❑ D-1 1NTENS/TY !/S. DUffAT/ON CZ11ftlES ❑ D 2 1?, 4T/ON,1L A&_/7 SOD PUNOTT COETT/C/ENTS ❑ ❑ 10-11 Ch'4NNEL Pfi'OTECT/ON ❑ ❑ 10-1f 0%4NNEL Pfr'OTECT/ON ❑ 10-12 CM4/N L/NIr T ES D-13 6,o%4/N L/N!r GATES 10-1-5f CATCII B.4S/N, TvPZ- D-1,5 CATChl BASIN TYPE ':9-/ " D-16 GUTTEfi' DEPrS'ESS/ONS 4tINC171 N BO.f D-1B WANHOLE, TYPE 10-19 Or 1411144GE IYELL, TYPE 'B" ST 22 T�''ENCh1 B.4CXTILL & CO&R14CT/ON rG7 t.. N P e � NLQ W Q 0 �R W O Lai Q O W ✓OBNo.: 0f-987 MONO, ' 0f>87SW-PH2 DATE.' 12/92/06 ORAWNBY ADK CHECKEDBY M/N SHEET n L OF 12 SHEETS /, �-�y98 2