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HomeMy WebLinkAbout1.2-7354 Ph 1 & 2 Record DrawingSTAMP AN *S' INTO CURB FACE OVER EACH SEWER LATERAL q MULTIPLE UTILITY TRENCH q SEWER MAIN 4, R 5' I TV 5' x x TYP. m3 I so„ * 7' MAX. °o TYP. � M MIN. ON DEEP SEWER, SLOPE LATERALS �\ TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. FINISHED STREET q R 4, WATERLINE Y J 36" TYP ' I O I.Y. MIN. !rT—LA—TE—RA—LPROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. SUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS UNIT 1 UNIT 2 OFF -SITE TOTAL 6" SEWER LINE 767 LF 415 LF - 1182 LF 8" SEWER LINE 1907 LF 495 LF - 2402 LF 10" SEWER LINE 862 LF - - 862 LF 4" LATERALS 1480 LF 1093 LF - 2573 LF 6" CLEANOUT 2 EA 1 EA - 3 EA TEMP. 8" CLEANOUT 3 EA - - 3 EA STANDARD MANHOLE 6 EA 3 EA - 9 EA DROP MANHOLE 5 EA - - 5 EA STORM DRAIN IMPROVEMENTS UNIT 1 UNIT 2 OFF -SITE TOTAL 18" DRAIN LINE 287 LF 540 LF 37 LF 864 LF 24" DRAIN LINE 98 LF - - 98 LF 30" DRAIN LINE 56 LF - - 56 LF 36" DRAIN LINE 1652 LF - 1055 LF 2707 LF STANDARD MANHOLE 9 EA 1 EA 6 EA 16 EA CATCH BASINS 10 EA - - 10 EA I STOCKDALE T. 30 S, R. 26 E. ti%y �9} 0 0 1 0 2 0 S! T 1PROJECT WMING AVENUE mum m � % 0 cn 11 2 wcn WHITE LANE S a z w D in 14 0 13 cn OUTHERN PACIFIC RAILROAD FIRE TRACT CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS FOR II���/E STING TENT TRACT 7354 € I H i 3 it i i UNITS 1 & 2 h 1 , I 1 I 24 ; 25 I 1 - _ PHASES TO BE CONSTRUCTED SIMULTANEOUSLY i i I , ��� j i 23 � 22 j i l T \ EX. TRACT 7299 i — — -- PASSAGE AVM 26 25 24 :10 9 8 7 6 5 4 3 2 1= 7 6 5 4 3 2 1 1 j - - 1577 PEMI)IM-Y PASSAGE AMMUE 23 - -- -- 114 3 1 � 91 10 \j 11 12 13I - 1 1 14 15 16 17 18nig201 8 8 1 8 7 34 35 36 37 , 1 22 27 1 1 i° � \ 1 1 27 26 22 1 9 1 1 1 12 I 2� 28 28 2 L32]= 23 4 _ ( I i _1 1 5 6 7 >- _--_ -��_� 29 T MAX.* , 20 W ` � STREET _ -' TiR STREET - - I � 1 I r i 29 13 1�22 ; l 1 30 10 h - 4 14 h� r j 23 !r. VICINITY MAP NO SCALE NOTE: 1. PRIOR TO THE START OF ANY UNIT OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3, 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. 30 31 1 32 133 1 34 1 35 1 36 11011-- — — --i 31 � ' 1 31 1 1 26 24 2 22 21 9 24 15 1 — �� "331 4 � '1 25 � �09I 11 20 s �; 7! ENGINEERS STATEMENT 13 12 1 11 1 1 30 5 281 27 141 6,_ 16 11 1 ' _8 \ �� f ;� 2n \ \ \ \ I 14 v - �/ — t __� THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR 34 1 15 I 12 1 I 26 19 \ 17 h I ��— — r UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND \\ \ 4 27 BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS 14 UPPER PAS STREET 25 �' s j! 28 129� 30' AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT 13 L-6 5 _ — —� — l t REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. Z---L ANY ERRORSSOMISSIONS OR VIOLATIONS OF THOSE ORDINANCES MMIGATE WM STREET 1 ® 8 1 t FIGAIE tPJ►1N AVEt �^ STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED NIGIAL• L•S• f — --� NEA1H AWE PLANS SUBMITTED TO CITY ENGINEER. LOT 1 ` 1 2 1 3 4 Lrt P STREET LOT - - O 4 \ -d.. 1 1 1 24 I 5\ 3 i 2 18 "` �15/ h' , v v 14 �_ 14 19?a/v 13� �� 15 ,� 'r--� '\ 23 15 1 l 1i 0 --- 2 2 \�\ ? 16 1 17 i % d�9 1 2p 1 21 22 \\�,--13 16 2 1 23 L2- 17 1 , 13 i J 10 t 26 62 / t� ( i 27 v�� vv5/�` ���/ 4 �� �1g j i j; 17 116 15 14 13 , 28 4/ 3 �, . /5 _ � I 293 v 4 �y 10 1 20 ------- - ------ j 32 7 !4 33 \ \8 9�cr 18 191 20 `<C 1 A 6 p 361 34 1 ;'` vvAi -21- 4 \ \ 15, 11 26 t 1 1 ! ; 1 ` O 16✓ 1 I 1,9 `1► 2 2 \ \ 0 . -1'8 28I 31 I 3� ~ �7 i \ 30 cr- EX. SUMP - 6 W \ \� PROJECT MAP \\\ 8 \, \' \� SCALE: 1 "=200' r 10 SHEET NO. INDEX a \ NOTE: ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. C.L. CENTERLINE C&G CURB & GUTTER w PROPOSED WATER PER SEPARATE PLANS INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB T10 _2.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE ® CONSTRUCT SEWER MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. TEMP. TEMPORARY RAD. RADIAN CONSTRUCT SEWER CLEANOUT UNIT BOUNDARY PER C.O.B. STD. SW-6. --- -- --- PROPERTY LINE / RIGHT—OF—WAY CONSTRUCT STORM DRAIN PER CITY STANDARDS -- 0 --- -- -- TRACT BOUNDARY ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. — — — CENTERLINE or CONSTRUCT CATCH BASIN PROPOSED CURB TYPE "A" PER C.O.B. STD. D-14. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W-WATER S-SEWER G-GAS D-DRAM! INDEX OF SHEETS: SHEET TITLE 1. TITLE SHEET 2. NOTES 3. PEMBERLEY PASSAGE AVENUE 4. BROMSHIRE STREET 5. UPPER PARKSHIRE STREET & LOWER PARKSHIRE STREET 6. HIGHGATE HEATH AVENUE & HIGHGATE GLENN STREET 7. WHITLORNE DRIVE & BIXSHIRE DRIVE 8. GILFORD STREET & WHITAKER STREET 9. RISBOROUGH COURT 10. LITTONHAM WAY 11. PENLEY COURT APPROVED BY: BLAINE NEPTUN DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. UNLESS OTHERWISE NOTED ON PLAN. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 44898 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) BASIS OF BEARINGS: THE BEARING OF N 01 02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. LEGAL DESCRIPTION: BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 21, 2018 AS DOCUMENT NO. 218019657 OF OFFICIAL RECORDS; ALSO BEING A PORTION OF THE E 1 /2 OF SECTION 10 AND W. 1 /2 OF SECTIO OWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M. IN THE S SFIELD, COUNTY OF KERN, STATE OF BAKERSFIELD. � � 5 Know what's below. Call before you dig. mm STANDARD NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTIDN. TELEPHDNE AT 811. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS & ANY OTHER ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DD NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/DR UPGRADING AS PER CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY AN 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 RESPONSIBLITY DF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 2. STANDARD DETAILS THE FOLLDWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-18, ST-6, ST-22 SW-1, SW-2, SW-3, SW-4, SW-5, SW-6, SW-9, SW-11, SEWER PIPE 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-7DO 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 CDNFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6% 8% 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE DN NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CDNNECTS 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 DR 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 RECDMMENDATIONS 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 CDNCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLDWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR LASS V WITH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 DR AWWA C3D2 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE NTH THE FDLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM DR 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 CONFDRMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F t5 (25'C t3 ). PROPERTY INITIAL. (PAR, 1.9) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPED 1-SEC. 50-60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10-SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1-INCH (25-MM) BY 3-INCH (75-MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 10D POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPRDVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4-INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28-DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.B) PARA. 2 ABOVE IF ANY SPECIMEN FAILS TO MEET THE 112-DAY REQUIREMENTS BEFORE COMPLETION OF THE 112-DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TD REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1 % SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1 %** 1% 0.1 % D.1 % BOD NDT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED NTH 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 TD 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 DR 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 NDT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN UFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER CDVERAGE, THE LONGITUDINAL EDGES DF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FDR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JDINTS ARE MADE ALL MDRTAR AND OTHER FOREIGN MATERIAL SHAH_ BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4-INCH (100-MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4-INCH (10D-MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1-INCH (25-MM) WELD STRIP. THE 4-INCH (100-MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 VIM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (10D MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM DF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1-INCH (25-MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE - THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BDTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TODLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DDWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 2DD MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP. 1.H. APPLICATION TO CAST -IN -PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHAD_ BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CDNCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL.. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (11NKER & RASOR MODEL NO. AP-W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.D3(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10-POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FDRCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10-POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION W. PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLDRIDE PIPE SHALL MEET THE FOLLDWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T-WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMDPLASTIC SEWER PIPE". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE NTH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D.-(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION DF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE-BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTDR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. ;IIIIIIIIIIII3;i EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCIH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE NATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJ ECT. JECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TREN TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST-22, EXCEPT THAT COMPACTION SHALL BE ND LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SP INGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIDNS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILUNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, DR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. CDMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCDRDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3. "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CAUFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (9D%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE 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 PREFDRMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PRDCEED 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 FLDW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS DF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY DTHER FOREIGN MATERIAL. OMEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHAD. CDNFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TD AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TD EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTIDN INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT- OF-WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW-1 UNLESS OTHERWISE NOTED ON PLANS. LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE 1 13. ALL SEWER STUBS SHALL BE CLDSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS DF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPDRTATION CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT-SEAL, IN A GROOVED FOUNDATION. 15. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. RENFDRCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDRDSTATIC TESTS SPECIFIED BY SECTION 65-1.D8 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUDER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPRDVES 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 MALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CDNDITION 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 FDR THAT PURPDSE. IN ORDER THAT BELL HOLES MAY BE PRDPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 16. BORED/JACKED PIP 17 1& 18. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NDT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGERDUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFDRM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIDNS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHDLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY DF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE OMEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTDR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHED GREATER THAN THE OUTSIDE UNE. THE CORED HOLE SHALL BE DESIGNED TO CYT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC UNER MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF THE CONNECTION. F THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC UNER MANUFACTURE'S RECOMMENDATION. THE CONNECTION UNE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. THE PVC BOOTELDSHALL BE AMERON INC. OR AN EQUALS APPROVED BY THE CITY MANUFACTURED BY Know what's below. ENGINEER. Call before you dig. x3 D � `;.I rnl 0 N 0 CD z Li z 0 z W z r > cn Gl z n J k e s I 0 BIXSHIRE DRIVE SEE SHEET 7 1 1 I 1 I 2 1 1 1 i 17+00 �- - - i-- - FUTURE 8"S r-� 1" Z I 04 Of. of ZCU(n M I �0�� I CK pp z Ooc + S O M Se -1 ''t M N, II tW,1 Q• M Q. 1 I M Z _ j Q W N I ++ cos o-j n J 1 w SMn -c I z v> W p I I Fn !� Una I G Z UWW 0_+ m IM 0+1 U Z OW_j� 00 1 20 �QF' � Q N W 4' � 0 � Z p •1 o Qm N -� Q 0 I 1 N = +-.j 1 W N �W+ rnaW CO Q W I •n I 0_ p) Q In mow 1 +to t w to I YNOT 8 1 5'INIT 3 1 5' 1� 33 A PART) I 1 18'• 118'1 i 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 �o o� -- -- - -- -- 0'- 1' BIXSHIRE DRIVE SEE SHEET 7 PEMBERLEY PASSAGE AVENUE 1 1 t I I 1 t � N J �O � c; J U CD 1 a ^ t W 0N N 0 W (STA. 17+63.00 C.L. TO STA. 22+93.97 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 500,00' 78,18' 39.17' 08�57'32" INSTALL 5I4.00 LF OF OF 24" R J-RCP^� i247 RGJ-RCP 0 0.81 0. 1% 1j j i s 1 M d M Z 1/1 I Z d II Wcq M 6 o n d W O Z W >_ • Z -W J Z 7+ �a �a to J• re) II a m p w ..JOL0 J MN MVt OV W W>— — I Ej-.. m S v,v W" ZZ Z m • �Otn U > > �` Q ti U Z O W cn utrA • w w w v cn z o w ROMMATE NISHED - _ - ". 1 J. W W W ADE 0 CEN'ERLINE--- I -© I -- INV. 8"W i �- -- I INV 6 S o 3 INV. 24"D �/'" •. w LO - • FUTURE INV. S S 1 INV. 24" ` i• ( W W_ J co Z W ( I 4 z I . N I ( NV. S"S j I I f--�'''' ' — �f 4 I + 1'0 j o Z c Go � rn i z z ( INV 6"S i � > ' ^ vv7'W.1 Q -0^0 U+ M C^O M ` I ' 4 u W W t- W I ! _ i I N � { W Z cn W i tococo z » > 3 Z � �c Zzz f ` .-i co ; I U- I �i��J,1 3Q > > > W w Its M to JW WW STALL 105.00 OF 8" PVC SEWER 0.25 l I INS ALL 300. LF OF 6" VC SEWER 10 2.66% INSTALL . 26.97 LF 6" PVC 0 1. % i--------------- I 322 17+00 18+00 19+00 20+00 LEGEND: C.L. ABBREVIATIONS CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUC11ON PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY --- -- --- PROPERTY UNE / RIGHT-OF-WAY -- -- -- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 21 +00 22+00 W PROPOSED WATER PER SEPARATE PLANS T 63 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. ----D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. or CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. D-14. 358 356 354 352 350 348 346 344 342 340 338 336 334 i 332 330 328 I { 326 i 324 I 322 23+00 24+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY. W—WATER S—SEWER G—GAS D—DRAIN LINE TABLE LINE BEARING DISTANCE L7 N 001533" E 24.85' L2 N 03'30'25" W 24.89' L3 N 09'06'58" W 34.53' L4 N 10"12'22" W 32.93' L5 N 09'06'58" W 33.11, L6 N 06'48'21" E 42.40' L7 N 89'24'27" W 54.00' L8 N 89'24'27" W 45.75' 360 358 356 )�IMAIE MADE INSTALL 24.85 LF OF 18" RGJ-R 0 0.11 % M tAMN M �� N m M W w W d II O Z- Z W J- J W W Q �+- W M Z �'- O m N M Q � W Q rh U ZOW IU- 0�..> W U Z 0 W I� �I FlNI ED OVER PE 1 1 � 1 1 w c� INV.18"D aa.. I � W i m to � � 354 352cr 350 348 APPRO 346 344 342 Of 10 340 338 A SECTION 3 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL CONSTRUCTION NOTES: (1 REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUC11ON AND N011FY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". 3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCA11ON AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILUNG TRENCH. 4 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCA11ON AND INVERT OF SEWER STUB PRIOR TO BACKFILL 360 358 356 aP�Y i 1 '352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 APPRO GE 346 344 342 340 338 INSTAL! 24.89 LF OF 18" RGJ-RCP � " M O M J cd M Z d II MW CO � II a•a� r lk W W M n � > W > 'W J Z 'W J- LL Z W m+tL c -i Lq m+ Jcn�� FU.' c d l>tJ Z O W MATE FlNI EJID ADE OVER PPE w ' INV. 18" L -tj a� w J W 1 � m Icy B SECTION 3 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL SCALE: 1 " = 40' 40' 20' O' 40' 80' r 360 358 :356 7 354 I '352 350 348 346 344 342 340 338 - Un i R FLE, Know what's below. Call before you dig. fll U 1 g �1 aol 1 cn _WI I J m = 1 8 �x I I rn 0° m I M I �UCU Oo I N o v o ,L I ce+ 1 � LU I (ncn v~i / W P/L BIXSHIRE DRIVE SEE SHEET 7 '- 5, {I ' 18' I 18, 30'A 30,rl 1 I 31 H oo l 32 co zoI I O 'M W O I p sue— Z Jto c-i I M 5' z iI M I ' W 0 zl N w j • I I 14+00 V15+00 F�89'24, 59Q00' -' -- I--.- --- - -FUTURE 8"S '� S89'24'27"E 8"SS 105.00' Ir z S 4-+ f FOC M_ n pIx � ♦ I co / I I o I to rr I O W I os I oIr 1 S I N •m ''. ZO M N 10 LO MI, I z : �W I B _g I $ I QJN ?LO j I I 1 z Ui Tt - 5' j I I cy + 1 �9� I g +LO � cn I Ico I •Q � I a�� co( I I a 36 W (' cn I as I I I N 1 cncnM 1 1 I o 1. 1 3.1 1 37 10 1 1 Nt� I I 1 I I ^ l i 5, I I 18' 18' I I UNIT 1 3 ;` I 1 30' 30, I I UNIT {NOT A PA fT ) _ _ _ _ _ _ _ _ r —I I I iT l BIXSHIRE DRIVE SEE SHEET 7 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 14+00 11 I, - 1 1 2 I I I 3 I I I 4 I 5 I I I a N I J I O I p O I O I pp O 1 g �O M M M M M 1 I oU3I ' tG I co I N 1 rn o+ I N 1 1 coo v, I N I I �a v~i I V) — P/L � CdcG FL FOC FOC " 'n co 0 o p O O M M n ,*3 1 M o+ + N � N a a u N --- 17+00•0 ----p 18 D (U - 18 D L2 M 18+00 1.9+100 --D - - ( ) 21+00--- - - --}- - S--1-�{- - - - - T - - — } - - + - - - --I - - - " S — " S " 20+00-S N89'24'27W 600.CV— . N89'2427 W! FOC ' 295.00 N89'2 27 W) 8 S 315.00 ( c� G i FOC — T's- RISBOROUGH COURT SEE SHEET 9 f 5' 30' I �o M I 11 J 1 czi � I W M I W 12 1 r N� I r I I 1 I I J � � a `l WATER 1 N O + O WELL SITE cn I C&G FL — — — -- g C&G FLco e ^O ———NP � Qg II N cq t Oo n,6 9 I 1 cn 1 cn i �Q 1 1di Ui a.NN �� ^ I 1 � 'o LO LO LO � 3I z �.i O I � j � I I N 3QQ co eiF 1 rn 1 co z CO 'coo I N I w I co I N i iN N 00 m + oo+ a^+i rn o + I 5' ' 1 1 N " ' ' �--- - - v~i I N 1 Nara_ En N 1 1 3I 18 18' -- 1 v� v�I v' I N 30' 30 I I I I I 27 26 25 1 24 1 23 22 21 1 �, 1 I I I I I 1 I I 1 1 I I I j 1 0l I UNIT 11 2 l B OMSHI E STREET RISE SEE SHEE COURT SEE SHEET 9 (STA. 14+80.00 C.L. TO STA. 21+90.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL I i 13 1 i I I I I 1 14 ' 1 I I 15 I I I I STALL 400. 0 LF OF 1 " RGJ-RCP 11% IN TALL 245. LF OF 18 = RGJ-RCP 1.00% I a N�t- o i I O i N z a: O LO OD OD I i �MM 1 �, I I I I Z zgm Z Z! U i ( `� 0 _ O MO OOf cn� M ww ww i I ; AdN RiQ-�I cn cn - t— to a J Jq W WG,�, i ( 0• i IAPPROAMAVW FINISHED i ( GRADE *TERLINE o IN 8'W � ( ( 2 Ll INV. 8";J ' - - � IN J 18"D lero, I INV. 8"S I FUTURE FUTURE IJ . 8"S INV. S i co Cocn 3D ' J , J Go to » > Z • a' �' i ^� t� Q' JJ W W I V 8"S cn IW WW I i 1I cn to W W i I W Icr— j jI I I LF i Z IIII -i co a co co .J N M Z Z INSTALL 8" PVC 105.00 LF SEWER 0 0.�5% 1OF ! INSTALL 295.00 LF 8" PVC WER 0 2.�1% INSTAIIL 315.00 LF OF 8" PVC, SEWER 00.25% 15+00 16+00 LEGEND: ABBREVIATIONS C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY — - - - - - - — PROPERTY LINE / RIGHT-OF-WAY -- -- -- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 17+00 18+00 w PROPOSED WATER PER SEPARATE PLANS t 0 M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. CONSTRUCT STORM DRAIN PER CITY STANDARDS ----0 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. or CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 19+00 20+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION, DESIGNATION: SECTION LETTER -2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W—WATER S—SEWER G—GAS D—DRAIN 21+00 22+00 CONSTRUCTION NOTES: L'J REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. lZ/ REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 23+00 LINE TABLE LINE BEARING DISTANCE L1 N 89'24'27" W 400.00' ri2—, N 8924'27" W 245.OV SCALE: 1 " = 40' 40' 20' 0' 40' 80' 0 R D D R N iL Know what's below. Call before you dig. oll MAI 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 BIXSHIRE DRIVE 1 1 SEE SHEET 7 I I - --- -- --� ( 5 18' 18' 1 1 1 I 30' 30' 12 11 c1 1 1 1 F-' j M I J Z I '- I t3 I Ix I CD o`no ( ( 1 P II GILFORD STREET SEE SHEET a UPPER PARKSHIRE STREET (STA. 10+00.00 C.L. TO STA. 14+38.04 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 27 WHITAKER STREET SEE SHEET 8 INSTALL 223.00 LF I 36" RGJ RCP 0 0. I I P o p Z to 3 I Z J CD O LU fN j II 11 R R M tG x z.4 > J I _ 6 ¢O o 00 + M ,+ M I O¢ W JJ O W N W W N W Iv 4• \ A 163 J r APP OXIMATE FINISHED GRADE 0 CENTERLINE I 1 e I I INV. 8"W {! INV. I S ' ! I ! i INV. 36 D N Q Lu 1 # # W I •�> ; i-Ui C3 i a8 UU � ! I U O M ! I LU 1 • ---�-- • o ! : I i I INV. 9*15I c p O fN fN W W I to W rij INSTALL 175.00 LF OF 6" VC SEWER 0 1.00% INSTALL 279.20 LF OF RGJ-RCP 0 0.25% I I 320 9+00 10+00 11+00 LEGEND: 12+00 13+00 14+00 C.L. CENTERLINE C&G CURB & GUTTER W PROPOSED WATER PER SEPARATE PLANS INV. INVERT FL FLOWLINE FOC FACE OF CURB 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SD STORM DRAIN T 63 M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE ® CONSTRUCT SEWER MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. TEMP. TEMPORARY RAD. RADIAN ® CONSTRUCT SEWER CLEANOUT UNIT BOUNDARY PER C.O.B. STD. SW-6. --- -- --- PROPERTY LINE / RIGHT-OF-WAY CONSTRUCT STORM DRAIN PER CITY STANDARDS -----0 --- -- --- TRACT BOUNDARY 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. - - - CENTERLINE or CONSTRUCT CATCH BASIN "A" PROPOSED CURB TYPE PER C.O.B. STD. D-14. i / J r� o N z -� �o N wC 360 360 358 358 356 356 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334 334 332 332 330 330 328 328 326 326 324 324 322 322 •z,)n zf)n GILFORD STREET SEE SHEET 8 H f 1 19' 18' 1 31.4 1 30' o 5' , . z � �• w M V II J i� M l 3 $ Q MC) 1 g 0 Z? + 0 z o 0 O + \ N s"w ap S c1 0114 C&G FL P/L \J "' M 0---_ S89 4'" "D 200' 23. 11+00 E►-6-- o \ \ - I-N89'24'27IIW� 186.00' 12 0 3 00 8"W m in 00 o N89'24'27W 252.04' 13+00 10`S 1,}}pp_ 278.62' WHITAKER STREET SEE SHEET 8 I W M I tz 18'19' / 30' ". 1 35' f' C7 \\ FOC Op 6 to TPA' 10 J N M M ( N 1f� IM cn W � �' d 1 0z Z I tLa /� OON I k( XWi ' 1 � T I ih' 1 N x o cc tn, 1 t3i iR 1 N 1 145 o I �o z¢ oo rn I o l 0 1 1 I h co ( ros W�' S + +r+, z I aZ 6 M ( N , o ( 1 W. * I 3' ( ( 0 1 1 �+ 16 t 1 I N NNN 5, 1 ,,z� � I 1 to I to 1 ( 1 , N N ( �' ( 1 , 18' I 18' -' -' ( ( cn 1 ( U tU !- I 30' 30' ( P o N I I 1 22 17 18 g.� 'N��19 ( 1 I 1 ( NN 1 20 21 I I WHITLORNE DRIVE-- � ;' 'SEE SHEET 7 � �` �. CURVE TABLE UNIT 6 LOWER PARKSHIRE STREET (NOTA PART) CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.1 V 37.00' 90'W00" (STA. 10+00.00 C.L. TO STA. 14+38.04 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL INSTALL 223.00 LF CF 36" RCP 0 0.0 % Z J O w � ILey+ v • M I I p Z J Z fN ofUi Go co In + ,� i z �o { S ►- f M ! { I APPROXIMATE F INISHED GRADE 0 CEN TERUNE j I INV.8"W I I INV. "D j � 1 f 3 I { W Z i ! ( •1J i i I INV. 8"S O i z�3� (goo 7 I 31. � i E WSJ IIo { N 3Z oo i33Z Z I `Ii OII �W { _ i 1 IT M Z- ¢'J I ¢ M i f ` I � LO I +� 2W I J J 1-j ! Ix•� C INSTAIL 62.28 LF OF t 1 Wiwi - fW ¢ W F " Pvc. 0 0,25Z INSTALL 191.62 LF OF 8" PVC SEWER ® .25% ; IN ALL 278.62 LF OF 10 PVC SE 00.207. ! 15+00 9+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN /---PIPE SIZE 8"S UTILITY. W-WATER S-SEWER G-GAS D-DRAIN 10+00 11 +00 CONSTRUCTION NOTES: V REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL 12+00 LINE TABLE LINE BEARING DISTANCE L1 S 89.24'27" E 175.00' L2 N 31.50'27" W 40.00' L3 N 28.32'47" E 40.20' L4 N 34.59'07" W 62.28' L5 N 55.00'53" E 37.63' LB S 17.52'39" W 33.25' L7 S 3T47'28" E 34.33' L.8 N 44'24'27" W 31.46' 13+00 14+00 CAS t � W 0 1. 1SVU SCALE: 1 " = 40' 40' 20' 0' 40' 80' 360 358 356 354 352 ! 350 348 346 I 344 342 340 338 336 334 332 330 328 I 326 324 322 320 15+00 11 D W 1 N n." Know what's below. Call before you dig. �IN11 UNIT 1 14 I UNIT 4 3 gl_k� (NOT A PART) c Z J Ui— J a , m o $' I m " w -' + '0 W ►Q- d p- + cn I 5 M to .n I m 00 d -- - FUTURE 8'W 8"W W 17+00 FUTURE 8"S 8'D -I - - -{— - —}- - FUTURE 30°D _ "18+00 L3 ' _+ I of m cn Lg cn J . I J+ m Q I cn 4 3 I � GILFORD STREET SEE SHEET 8 >01 ,s ♦ 1 11 -- o W/ N o w M I cn W cn io , ezy c�5 � N I 5' a CD 31'-1 30' _ c-' 19' d? I J _j z ci C3 W I F$c W M ri Co C �r� I� — 3 (L2 1 I to 31' mm MI a d. 0 + M zl od cncn �o oii i\\, GILFORD STREET'_ �� \ SEE SHEET 8 HIGHGATE GLEN AVENUE 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 LINE TABLE LINE BEARING DISTANCE L1 N 897427' W 46.39' L2 N 897427' W 56.39' L3 N 8974'27" W 51.39' L4 N 89 24'27° W 55.00' i 360 358 356 a 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 342 322 16+50 17+00 18+00 19+00 (STA. 17+85.61 C.L. TO STA. 18+37.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL INSTALL 56.39 LF OF J ( OD Z I o: o c 3 z 0 II J O Ui IIp II l 4 — Z -jMM� D > > a ' o + W Ks cn cn W lli J J W t'�- W iii w w �APPROAMATE FINISHED LU 13RADE 0 CE14TERUNE LL_ rt ,i 1 FUTURE INV.30'D 11IV.30'D I W o I W P 1 3 U Z FUTUR INV. 8'S c 3 INV. co o -' cl » z �. LLA CJ,' > Lq6II = II J OD CO ' Co W z z »> g "ZZZ d' CL OD 00 f m > o: 1' !'1 e�cm k i v) w w 46.39 LF ``' W e' OF 8' PVC i ``' SEWER 0 0.25ev ABBREVIATIONS C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA P/L PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CL.EANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY --- -- ----- PROPERTY LINE / RIGHT-OF-WAY -- -- --- TRACT BOUNDARY - - - CENTERLNE PROPOSED CURB 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 WHITAKER STREET -SEE SHEET 8 ♦, UNIT 1 UNIT 2 ` \ 26 17 / I! � 19LLI I, LLI =a + vu� 18CD 0 a W CA I" ' ,/ I 0 181 aw I zN == to W� w� V / J V J J N _cn 8 g 25 / I i <W 30' 35' Z�o / o0 1 /�M I 0 18' i 19' + z .- m u c� ui of c- t "� / �+ R ' coo s 3 No R/W / m `'V vwi // R/W /, , f z N . m — .. to W $�JO_—__ tntn W p e o N $»W W W yy W M _ 8 I t W } NJ z 3 I ;r, �, MEDIAN + MEDIAN I cn cn °D I d % o MEDIAN _ 6„ SEW - - 11+00 + 12+00 % - 15i , I I i _ N89i4'27'W 585.66' 13+00 '� 6'S (L4) ± _ bo - - - - --t— - --1 S EX. INV. 10'S ' SEWER w ---,-----_. _ _ . s u ' i N S873402 E 10°S 299.82' S--�----- S » »S HIGHGATE COMMUNITY SEWER LIFT STATION PLANS) ;o EX. 10 S -- '' EX. 8 , I $ (SEE HIGHGATE COMMUNITY . W J I - - R/W SEWER LIFT STATION PLANS) H i i � 0 18' 19' I + � II - 30' 4;35' i0 s I � I ♦ � ->- + to 3 F 24LL 3 o - I + LL LIFT STATION U _ • \(SEE HIGHGATE COMMUNITY I Q SEWER LIFT STATION PLANS)14 I UNIT 6 WHITAKER STREET SEE SHEET 8 HIGHGATE HEATH AVENUE (NOTAPART) (STA. 10+00.00 C.L. TO STA. 15+85.66 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL ---�---1 ( �Jh� �� -----�--- ------ ------ I AP PR XIMATEFINI 3HED N GR 0 CENTER NE INV. 8 m rn W INV. I 'S _II W _i - cn ' z a .I °Zj +M m j � ° H I ! I ( I E =IN1/ 8a rc cL LIFT S�AT10N PLA cn Z W ( i O^ �II 1 1 1 1 i P to 3 w EX. INV. 1 ! °S -' > > m cR o o SEE SEP ATE I " y, ? UFT STATI PLANS) i p • ei 0 N ( w zZ � + � o Q W W W I ~ ~ O + M to INSTALLS 55.00 LF w `'' �'' W ` k I z�__ 9+00 10+00 w PROPOSED WATER PER SEPARATE PLANS T D M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. ----D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. or CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 11+00 12+00 13+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES: WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. O REMOVE CAP & CONNECT TO EXISTING STORM 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT SECTION DESIGNATION: LOCATIONS OF CROSSING PIPES WITH CLEARANCE SECTION LETTER LESS THAN 12". A O3 CONTRACTOR SHALL HAVE THE SEWER/STORM _ DRAIN LINE STUB LOCATION AND INVERT SURVEYED 2 PRIOR TO PLUGGING AND BACKFILUNG TRENCH. SHEET WHERE SECTION IS SHOWN ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT /—PIPE SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8"S UTILITY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFlLL. W-WATER S-SEWER G-GAS D-DRAIN NOTE: CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO EXISTING SEWER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES 354 352 350 348 346 344 342 340 338 33fi 334 332 330 328 326 324 322 320 318 14+00 14+50 SCALE: 1 " = 40' 40' 20' 0' 40' 80' -PORn, D_ Al"' Know what's below. Cali before you dig. UNIT 5 2 (NO �/A PART) , � 1 1 UNIT 1 LOWER PARKSHIRE STREET SEE SHEET 5 1 5' I 5'j 18' 18' ' 18'D (L10) u luz UPPER PARKSHIRE STREET SEE SHEET 5 FUTURE_18'D J=h- \ R3 S003T33"W` 130.41' 36'D ;n o0 0 "' 18'D (L7) $T ` I g 1$'0 (L6) , +T*DL1,)ON m FL-i I Z O to,z8_W P/� cj M 01 00 � � o O rn � oo � c� gyro, LLJ- - - - - OI O ��O,y,00 Z J 1 N- zc In I = of M ( W O Z U j W O 0.O I �o z 1 om°� o z �' oa J t- z Z c6 00 u 1 z al -i � a N L iLL: s w v~i 1 O' �ia�i.11 n Q Mj Q m CiJo JOD 3 Jv o+ o o J ��,J �I I= +,_w n �+ N JN m I z J z W W I z I m Q U) �3 I Or ao c W Q /� I a z NWJ Q •-MWW m I od o v�i , od 1 - N i. 31 0+ a�n �Q NN O t- o 3 , v~i z . m (6 -4 0 , il- :2 c� (n C3 1 p + o IVi h o+ �nJNa+I Nd 3 I 18 18' O a ( a W n. . I r4 N I w at 00 3 30' 30' rn rn LU Na c�rnzow z w v o + O M I W' I I I I N 4 LU Z g 18' 18' I , OF 20 30' 30' I z LOWER PARKSHIRE STREET UPPER PARKSHIRE STREET WHITLORNE DRIVE SEE SHEET 5 SEE SHEET 5 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 (STA. 14+34.58 C.L. TO 16+31.28 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL INSTALL INSTALL OF 8" RGJ-R 36 RGJ-RCP i 1W� RGJ-RCP 18' RGJ-Izvcrp 0 0.10% INSTAL- 130,41 LF OF " RGJ-RCF 0 0.08% 0.08% 0 0.35% 00.09,19 P i Z Z W Cn ' O ih Z O i W �/1 1 a to r a 00 Cc r�- Y r a O fn 'a a J O .a a M�M a i �.li� i�Q Z ' > ZZZZ �> j - 1 Z ( J 3 •a In a v� .O MZtn Ila �O p a aJjjjN o Z j c�i uLL>�arojao zJr�i'-°r�i 00 N Z Z -��U-{ppj-f'�1�� V' '�' f� O+ „� -W J ZZ N - ON /'^ ,ems g �- Z r iA iA J Ct. a0 OQ • CV Ctt 0 + , t0 �1 ( O W >> 0a' r 6t ®CV W CV d� Go :r '� •� j j j N W W tJ� to Q 95 JJ N W WW � N W � U) U) W W ZOWW U) FlNI APPR XIMATE ED Of 3 ( , 3 I INV. 18"D IN - , -- --iH -- 7- , i I IN V. 36'D I INV. b lW CK c W I 1� ' Y a 1 Q- CK w -FUTURE INV. 10"S LZ INV. O S 1 i J a>jw N z 00 ( .JO 3CnW a a a N Z Z Z ZZ J C� n. 00 00 t7 M + CC a m W W j CJ I fin Q W W 1 STALL 955.5LFOF1 "PVC 0 0.2 NWWW 320 14+00 111111*03901 I• 15+00 C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY --- -- --- PROPERTY UNE / RIGHT-OF-WAY --- -- -- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 16+00 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 17+00 17+25 INSTALL 14.32 LF INSTALL 49.75 LF OF 360 'Of A 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 BROMSHIRE STREET UNIT 3 SEE SHEET 4 BROMSHIRE STREET SEE SHEET 4 BIXSHIRE DRIVE (STA. 10+00.00 C.L. TO 17+65.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL PEMBERLEY PASSAGE AVENUE I cb v I I *5' xW 18' z 30' 30' _ � o 0 I N U In ri I �c+ccu 3 + 111 - PEMBERLEY PASSAGE AVENUE SEE SHEET 3 I I I LU UL 0 0}11% I 0.08 INSTALL 275.25 LF 1OF 36' R RCP 0 0. 8% IN ST 280.83 OF 36" R( -7 J-RCP .08% INSTA 164.17 LF OF 36" R RCP 0. 8% � N3 ( o� I z 3rn p m�CcV I ( � 'CIO N zQ = , jZIJ MN �tnj O jLq j iIi CJ Z Co 3 i zZZ - M z U-- z�jjj QJ ZZZZ - -�M� I Q IM ( I �Go o G ON . �, J Z �, o zzz z_ I,� �I. o+ �- w EO i Q Nm I. Q .` M M • O , ,� �}, Q` M PI1 O~ QI j j j i j ,2 �: j >�j M M J �+ pQQpjj MM FU- Ctt O + M M M M •I jW j j rf1 I J W I W W Q ww ,,y,� W J W tW Mi M Q O W 0 W W J J CJ cn W i m ' OFQ N JJJ W W W 0 �• •� i �S7 a9 , N W �0 NN;�Lott 'tj Y. ' 1 0 APPROXIMATEFINISHED GRADE ® TBUNE I i � E INV. 8"W ' INV.1%'D z ' ► iUj I a -- _ -- -- I j " c� i V. 36"D INV. 36"D IN . 36 D j 1 U) I f- 44 1�w �. � ! a w 1 N d I Of N a i i I 1 J F- i to � I 'lm a c>j i1cL LLJ IOf I i � ' •' •. � • �- } � � } INV' W"S j � ' f ' -'� • M o 15 INV,8"S � � O 3 z to a� i INV 8 S z 0 _= a a 00 00 J •J Z 3WJ 0 . p= pp` ` QJ Z ZZ 0 N - ___ mm� ( Z a j j> I p i I m n. U � 'o I z z ( 00 ] + M �3 � 0 O+ # I �nJJ • 3 {y� C^ M !'n W to a J W J J W W L: Q> W W W I INSTALL I 305.00 LF 8" PVC 0 0. 5% INSTALL 300.00 LF OF 8' PVC SEWER ®�25X I INSTALL 155.00 OF 8" PVCSEWER 0.25% I 320 9+50 w PROPOSED WATER PER SEPARATE PLANS T O MI.363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS (t CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. ---!>' CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. or CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. D-14. 10+00 11+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN- / -PIPE SIZE 8"S UTILITY' W-WATER S-SEWER G-GAS D-DRAIN 12+00 13+00 CONSTRUCTION NOTES: O REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILUNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. 14+00 LINE TABLE LINE BEARING DISTANCE Li N 00 3533' E 49.75' L2 N 201728' W 14.12' L3 N 8310'45" E 13.53' L4 N 89.24'27" W 23.42' L5 N 01.00'32' W 155.55' L6 N 21'01'53" E 14.327 L7 N 89'24'2T W 13.42' L8 N 01 *20`18' W 10.00' L9 N 00.3533' E 124.28' L10 N 00 3533' E 31.7V 15+00 16+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 300.00' 7242' 36.39' 13 49'53' 17+00 Uj "' N 360 Z fi 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 i 320 18+00 OR-1- D X Know what's below. D1--.------.­ Gall before you dig. SCALE: 1 " = 40' 40' 20' O' 40' 80, 1111111111 16 m UNIT 3 k, (NOT A PART) C, 1 ("III c F; r 15J O Z a C0111 m m I I II, I o t I HIGHGATE GLEN STREET SEE SHEET 6 1 1 I 1 �I (I I 5' 1 18 Iil+ LOWER PARKSHIRE STREET %.-A I L. V V n Li %7 I n G c I UPPER PARKSHIRE STREET SEE SHEET 5 SEE SHEET 5 360 358 356 00 co 354 cn 352 11,9 � V� Vk, 350 348 346 344 342 340 338 336 334 332 330 328 1 00 326 324 322 ER 320 9+00 10+00 (STA. 10+00.00 C.L. TO STA. 12+06.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL w» w» I 00 z Z a 3 cn in W J a a s v I In o M _ pp ��pp M M M 1 O QJ •Z-2 Q g >jj „ZZZ ZO WO Win •a o� f a o+ o — — IM 9 O > i to I W W W W Q N W in �cS m rn IN }— J J I APPROAMA FINISHED 1 I 1 1 I I 1 III INV 8'W 1 1 I 1 • 1 ! ; • 1 ' I 7INV. 1 I J INV �ro LL I ( INV. 'D z LO i• , i• �:. o Qz �N Ld . I I 00 • O J INV.B" J INV.,B'S z z cn O 3 Z Wi ps Z a a a a 00 to s 00 O 0000 •� J Z N f QJ Z •IZ N T ZJ Z W• Z _0 d + (!(! la �o��00 OF, ell BIC N 4�. J w Q Uj U 4 c�i w wI j INSTALL 62.28INSTALL INSTALL QF" PVC SE 99.47 LF OF i 10.00 LF ® 0.25% 8' PVC SEWER 0 0 25% ( 6" PVC SEWER LEGEND: C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY --- -- --- PROPERTY LINE / RIGHT-OF-WAY -- -- -- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 11 +00 12+00 13 12 UNIT 1 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 12+75 21 22 LOWER PARKSHIRE STREET SEE SHEET 5 10 6�4' 11 23 1 I / 1 U IT 6 UNIT11 NO A PART)�`� ( � � 1 . 1 i 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 9+00 1 i P i HIGHGATE HEATH AVENUE SEE SHEET 6 WHITAKER STREET (STA. 10+00.00 C.L. TO STA. 12+06.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL UPPER PARKSHIRE STREET SEE SHEET 5 I 3 1 36023.42 LF 00 -- -- -- -- 1 1R' rif 18, 1-- 30' I 358 356 28 354 352 1 350 / 348 27 ` 346 9, x� �`9& \ 344 \ 342 26 340 \ \� 338 336 334 332 330 328 �' I %_rN7 APPF OAMATEFIN SHED I GRAE E 0 CENTER NE I INV.18-W 1 � i< I I .I i I •� I i 1 i \, N d 3 z INV. 10'S o INV. 6'S 3 O 00 , W o �3W a a a e � ao co � p a 00 q� W 1 J J > V1 J Z w Z x m�? +' �► P, t r r + i ( O Mct Mj I cwn w W �3 d STALL 127.71 LF OF 10" PV SEWER 0 .30% W' qj Ld ``' `" ' INSTALL 14123 LF OF ' PVC SE 0 0.37% i4 10+00 11 +00 12+00 354 352 i 350 348 346 344 342 340 338 336 334 I 332 I 330 328 326 { 324 322 3 20 12+75 RCP OF 18' R -RCP C SECTION 8 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 360 INSTALL 23.42 LF INSTALL 13.53 LF 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 0 0.11% 00.1 � r w I* II 00 ZOZ3W pOtw Ww n II W a a a J II e 00 p z _� Q j j j 0 J w j J O .� _ZZZ �ZOLU r Z , j o 2T3 }— �rY> iY cc`x. -aw tvQ�aw ci cn WW W C.� ZOW )N, 7,1 / APPROAM TE FINISH GRADE 0 PIPE 1 1 1 1 1 1 INV. 18'D ; INV. 1 'D 1 � I i > Q I w xI m f 0 f ~IINV.8'S I 360 358 356 354 352 350 ED 348 346 CD 344 0 0 IM IM CD 342 d o z z0 340 � Q W U W 338 W o n N W 336 Y d m 334 332 V. 330 328 ie 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 D SECTION t 2 to 8 SCALE: 1" = 40' HORIZONTAL NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES: LINE TABLE " _ WITH 3.5' OPENINGS PER C.O.B. STD. D-14 r SCALE: 1 4 VERTICAL UNLESS OTHERWISE NOTED. 1 REMOVE CAP & CONNECT TO EXISTING STORM LINE BEARING DISTANCE 3 f�� q w PROPOSED WATER PER SEPARATE PLANS h ��. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION , UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER L1 S 453533 W 48.36: T 0•Nl 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER 3) ALL SEWER LATERALS SHALL BE 4 IN SIZE, L2 N 34'59 07 W 62.28 , UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. S CONSTRUCT SEWER PER CITY STANDARDS L3 N 55'00'53' E 37.63' ' � ; O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT x � CONSTRUCT SEWER MANHOLE SECTION DESIGNATION: LOCATIONS OF CROSSING PIPES WITH CLEARANCE ,. x , ' �) L4 N 0'35 33 E 103.00' TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. LESS THAN 12'. SECTION LETTER � 0 CONSTRUCT SEWER CLEANOUT _ , _ _ A �3 CONTRACTOR SHALL HAVE THE SEWER/STORM L5 S 3530'52' E 35.64' PER C.O.B. STD. SW-6. - - DRAIN LINE STUB LOCATION AND INVERT SURVEYED L6 N 4424'27' W 47.48' 2 PRIOR TO PLUGGING AND BACKFILLING TRENCH. Know what's I�@IOW. ---D CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN L7 N 003533° E 110.00' �4 REMOVE &SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. 0 CONSTRUCT STORM DRAIN MANHOLE PIPE SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY SCALE: 1 " = 40' TYPE "A" PER C.O.B. STD. SW-4 & SW-5. �- AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8"S UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. 40' 20' O' 40' 80' or CONSTRUCT CATCH BASIN W-WATER S-SEWER TYPE "A" PER C.O.B. STD. D-14. G-GAS D-DRAIN I r ;.z - J 19 Lo Im ' N / � / X SrA 9+42 o3STA. 10+00.00 C.L SaO 1 1680 tL.�I - -oo� z S W En 03 \♦ �++ 'd \ tw N \ \ UNIT 2 LEGEND: C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVA11ON L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUC11ON PLAN T.O.M. TOP OF MANHOLE STA. STA11ON T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN . _ UNIT BOUNDARY — - - - - - - — PROPERTY LINE / RIGHT-OF-WAY --- -- --- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 362 360 358 356 354 352 350 348 346 344 342 340 338 336 9+50 1 20 15 BROMSHIRE STREET SEE SHEET 4 �• 1 NIN w i 13 i 14 1 WELL SITE i I I RISBOROUGH COURT (STA. 10+00.00 C.L. TO STA. 13+90.71 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL I 12 8 ,�• 4-, 0� s / / CUL-DE-SAC STA. 13+90.71 C.L. R 1710 0. I i I iLAJ I i ' sj •� 'S Ij I APPROXIMA FINISHEDI! I GRADE TERUNE I i } z I 6"S INV. 8'D N R a A"qz O tp ' N i I � .I -to -F• yIy cc Nz3 (_ v co i f Q.' to a w ( z to to 00 • ,' -z j w »> J o I INSTALL .00 LI' 0 6" PVC *ffR 0 1.0 % V' J J J W W W INSTAIJL 175.E L4 OF 6' PVC SEWER 0 1.55% 10+00 11 +00 w PROPOSED WATER PER SEPARATE PLANS r 0 4 - TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. CONSTRUCT STORM DRAIN PER CITY STANDARDS ----D 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. or CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 12+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W-WATER S-SEWER G-GAS D-DRAIN 13+00 14+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 14+50 CONSTRUCTION NOTES: O REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUC11ON AND N011FY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCA11ONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCA11ON AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. LINE TABLE LINE BEARING DISTANCE L1 S 75'3612• W 54.88' L2 N 51.47'38" E 73.06' L3 N 16.58'52" E 59.5S L4 N 47'16'33' W 46.81' L5 NOT USED - L6 NOT USED - L7 S 54.51'04' E 67.4S L8 S 15.4732" E 60.62' Ls S 29.48'57' W 55.94' SCALE: 1 " = 40' 40' 20' 0' 40' 80' sv a ef-Fw L i 'r 111 n , f Know what's below. Call before you dig. �111A11 IflR WHITLORNE DRIVE SEE SHEET 7 UNIT 19 \ \\ y0 w DC ,Z d ` O \� \ %% \ \ X O Q� 20 e� , 2 °\ �\ I UNIT 1 � I 1 *(NOT A PAfjT) � 1 \ / 1 8 0o v 4 .1 S56 3 '0' * FUTURE 8"S ,3 W z 1 /� \ o \ �1 aJ 10, 7co ° O -J zJ 2 3 4 5 6 Za FUTURE 8 .W � - -- •PA - -- - FUTURE FOC -- -- -- -- in 00 0 3'D 114.91' `-' S5635.45-E 36-D 400.00' ----11+00 D-----12+00— -- D--13+�•- �---- 14+00 -- �--�15+00- * FUTURE 8"S N56.35'45'W 458.65- Ln 00 FUTURE FUTURE FOC PA /' II c rU Q N � W = cl: O Z d O + UU 31 O 1 ` o 00 Foy cn 00 C1 I E .-N 6' 5'45"W RAD. 1� STA. 13+35.20 �C.L 1 2- UNIT 5 WHITLORNE DRIVE *(NOT A PART) 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 FUTURE C&G FL f U PENLEY COURT SEE SHEET 11 10, 10, 23 \ \�- 18-D (L1) y$ STUB & PLUG 3Tf2M DRAIN / STA. 16+86.62 C.L 2.18 LT. 7 F INTERSECTION 18•D (0) STA. 16+82.03 C.L. LITTONHAM WAY = 2 4 ♦ \ `�a� STA. 13�05.25 PENLEY COURT �10, • \ / CSC � \ // r, 18"D (L2) `v \\ / (Ohl �, J T W + / " % Vti I O\ /� / OJ �J/ O ZJ \ / 6�Og ? cn N co * FUTURE 8'S PA 35 •'a \ °\ / In ./ 3 z 1 1 I I 1 I 1 1 a 6' \34 \", // cgs \ 1 1 1 1 1 1 1 \ 36 \ I 1 I I 1 1 1 I 3 7 i `` / 3 3 '/ �\ 45 43 42 40 39 38 'C 44 1 1 41 / ` 0W I I 1 1 1 1 I I LAi a. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 300.00' 171.80' 88.33' 32'4842" LITTONHAM WAY (STA. 10+00.00 C.L. TO STA. 16+82.03 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL PA * ONLY THE STORM DRAIN IS TO BE CONSTRUCTED FOR THIS UNIT. PROPOSED SEWER WILL BE PART OF A SEPARATE PLANS FOR UNITS 3-7. INSTALL INSTALL 39.68 LF 10.00 LF OF OF 36 RGJ- 18 RGJ-RC 1 36' J-RCP 0 10.08% INSTALL 400. LF OF 361 RGJ-RCP 0.08% WRGJ- CP 0 0.08 0 0.11% 0 0.11% j O J r^ 3 Z W N 00 Zln J z W W I N p 3cw 1) OJ Z 3 : S—i cc M > 10 r M / jU p ZO J 1 3�wIn -j w3 J a a >� l,J I I Z W N J zLU I _Z Z —Z —, Joa O. CO���pp a `— �i 1100 A 00 a �p M M S� UZZ = ZJ M Q -4 » z ZZ» O z es iZ ^ DoZ cn Z 4" UL • M Ld W +y 4_ O•t 1.-w w >> j OQ �S7 F� cn CA W a W J w f -- — --- — ---- —� -- ------ -- --- — -- -- APPRO MATEFTNI ED-- I — (MADE 0 CENTERLINE NV. FUTURE 8'W ' 1 ' 1 1 1 � { INV. Fu RE 8a W , INV. 18"D ' , 4 1"S INV. FUTURE 80S * FUTURE 8"S * INV. FUTURE * , j _INV. � � 1 , � 1 V. 36'D INV. 36'D INV. 36"D INV. 36"D Of o , Uj Z Of 4 i Of i 10Uj Iw c3' L-L 328 9+50 10+00 11 +00 LEGEND: C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY --- -- --- PROPERTY LINE / RIGHT-OF-WAY -- -- -- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 12+00 13+00 14+00 15+00 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 17+00 17+50 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 LINE TABLE LINE BEARING DISTANCE Li S 73.01'04" E 10.00' L2 S 00'3533" W 10.00' L3 S 00 35'33' W 7.GV L4 N 89.24'27" W 39.68' L5 N 89'24'27' W 115.94' INSTALL ,00 LF OF INSTALL 0.00 LF , 00.11% 00.1% i Qi z-' z 3cnz z Q Q W • a a a � fn •�� S M V 00 try Q > — O � Z aZZZ _ 1 to Z ri I 0- W WWW� W fin 9• I \J APPRCXIMATE FTNI GRADE OVER PIPE 1 ' 1 i 3 3 j INV.1WD 1 INV.18'D I 1 I 1 � I TORE INV. "S IJ j F SECTION 10 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 iED 348 346 344 342 340 338 336 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES: s WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. �j REMOVE CAP & CONNECT TO EXISTING STORM w PROPOSED WATER PER SEPARATE PLANS 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION .22 UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER 363 _.._.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION " PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER 3) ALL SEWER LATERALS SHALL BE 4 IN SIZE, OF ANY DISCREPANCIES. S CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT I� CONSTRUCT SEWER MANHOLE SECTION DESIGNATION: LOCATIONS OF CROSSING PIPES WITH CLEARANCE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. SECTION LETTER LESS THAN 12". 0 CONSTRUCT SEWER CLEANOUT _ _ _ _ _ A O CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW-6. DRAIN LINE STUB LOCATION AND INVERT SURVEYED 2 PRIOR TO PLUGGING AND BACKFIL.LING TRENCH. Know what's below. ------0 CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SEC710N IS SHOWN ® REMOVE &SALVAGE EXISTING TEMP. CLEANOUT AT „ all before you dig. 0 CONSTRUCT STORM DRAIN MANHOLE /—PIPE SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY SCALE: 1 = 40 TYPE "A" PER C.O.B. STD. SW-4 & SW-5. " AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 40' 20' 0' 40' 80, 8 S UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL .0. CONSTRUCT CATCH BASIN W-WATER S-SEWER TYPE "A" PER C.O.B. STD. D-14. G-GAS D-DRAIN @11 RUTHERFORD PARK AVENUE % z Lz V Z w :z/ ry O X } t � ''' CR ;5 a -5 cn J cn 3S#D �t>> I "N g'2 53 [INV. ! EX. 36"D (REFER TO THE APPROVED / SEWER & STORM DRAIN PLANS t t FOR TRACT 7300, UNIT 3) ! t 30 ' l t t 362 360 358 356 354 352 350 348 346 344 342 340 338 336 LITTONHAM WAY SEE SHEET 10 1 1 UNIT ' 6 i 1 co 1 1 *(NOT A PA T) 1 , 5' 3 1 1 1 1 12 1 i 31 (1 i 1 1"00 1 i 1 1 i 1 18 , 18 1 32 3 3 1 3°' 0 3°' 7 8 � 11 1 ; I 1 I 1 1 l 9 1 10 1 34 35 �' - 1 / �'' *� o � z 1 / 14 x 1 i i i *il _ /01 \ 180D Z i i 1 1 I J LWW_ FUTURE 8"tAl / w-mi \ FUTURE 8 W w --�I SOO-35'33"W 36" "' 335.07' �_ ��_"" �"—`-"" t i �'-""-"" °14+00 15+00 16+00 t 1 * FUTURE 6"S �11+00 *FUTURE 8"S FUTURE 8"S _ ® * FUTURE VS ® / 1 1 1 1 1 i i 1 I I 28 27 26 1 1 I 1 i i NOTE: CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO EXISTING STORM DRAIN LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES INSTALL KIN = 3 i i �QI 1 aJ 1 i JJI 1 ZZZZ C) CU , 0 1 23�`�� 22 as 1 v~i v~i 1 i i i i ( 1 ENLEY COURT (STA. 10+00.00 C.L. TO 16+52.43 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 21 i i i i i cn �r \ to 15 - 20 ' 19 I 1 ' 18 1 17 1 16 i i i i i i ONLY THE STORM DRAIN IS TO BE CONSTRUCTED FOR THIS UNIT. PROPOSED SEWER WILL BE PART OF A SEPARATE PLANS FOR UNITS 3-7. 35.56-LF OF i 36 RGJ-RCP 0.11% INSTALL 335.07 LF OF 36 RGJ-RCP 0 0.11% i o� came:Wo II II , �z II io V} = Z4 M M ! i I I t I Z J 3 Iti to I i I o WW.; Z {N jj? mL> a - a dO- •� d-I- Zz .�� MM } I � CD 4 I { �w M cr Z Q J N W W WT '� I. W P1 W I J _j — — WLLJ Q — — —, 1 EP I GR Jilt (REFER TO THE APPROVED 9+00 SEWER & STORM DRAIN PLANS 10+00 FOR TRACT 7300, UNIT 3) - " I -- ;No 11 +00 C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY --- -- ---- PROPERTY UNE / RIGHT-OF-WAY -- -- -- TRACT BOUNDARY - - - CENTERLINE PROPOSED CURB 12+00 13+00 w PROPOSED WATER PER SEPARATE PLANS r0 M, 36� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. -------D�------ CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. .r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 14+00 15+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W-WATER S-SEWER G-GAS D-DRAIN 362 360 358 356 I I 354 i ? 352 ADE CENTERUN 350 ROXI ATE FlNISH � 348 I I ` 346 I 344 FUTURE INV. 6" 342 340 i 338 I 336 ! 334 16+00 17+00 CONSTRUCTION NOTES: Oj REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. LINE TABLE 12+00 13+00 w PROPOSED WATER PER SEPARATE PLANS r0 M, 36� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4 AND SW-5. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW-6. -------D�------ CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4 & SW-5. .r CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 14+00 15+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W-WATER S-SEWER G-GAS D-DRAIN 362 360 358 356 I I 354 i ? 352 ADE CENTERUN 350 ROXI ATE FlNISH � 348 I I ` 346 I 344 FUTURE INV. 6" 342 340 i 338 I 336 ! 334 16+00 17+00 CONSTRUCTION NOTES: Oj REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. LINE TABLE 14+00 15+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W-WATER S-SEWER G-GAS D-DRAIN 362 360 358 356 I I 354 i ? 352 ADE CENTERUN 350 ROXI ATE FlNISH � 348 I I ` 346 I 344 FUTURE INV. 6" 342 340 i 338 I 336 ! 334 16+00 17+00 CONSTRUCTION NOTES: Oj REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. LINE TABLE 362 360 358 356 I I 354 i ? 352 ADE CENTERUN 350 ROXI ATE FlNISH � 348 I I ` 346 I 344 FUTURE INV. 6" 342 340 i 338 I 336 ! 334 16+00 17+00 CONSTRUCTION NOTES: Oj REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. LINE TABLE CONSTRUCTION NOTES: Oj REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". O3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. ® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. LINE TABLE LINE BEARING DISTANCE L7 N 09'20'53" W 35.56' Oil SCALE: 1 " = 40' 40' 20' 0' 40' 80' 119 0?_ /5-" t Know what's below. Call before you dig. �. - ( 1 CITY RECORDS NO: 0 M M � rn � Q � 0U Oz d4- I W Ld U PO cco LW W .. N W W m v mod% 91 ct� � Z J O a d O LLJ V Z Z C-7�W W d W ca N a a W W T =LL T 0 Know what's below. Call before you dig. �. - ( 1 CITY RECORDS NO: 0 M M � rn � Q � 0U Oz d4- I W Ld U PO cco LW W .. N W W m v mod% 91 ct� � Z J O a d O LLJ V Z Z C-7�W W d W ca N a a W W T =LL T 0 ct� � Z J O a d O LLJ V Z Z C-7�W W d W ca N a a W W T =LL T 0 W W T =LL T 0