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HomeMy WebLinkAbout1.2-6448 Ph 8 Record DrawingSUMMARY OF IMPROVEMENT SEWER IMPROVEMENTS UNIT 8 4" LATERALS TO BE CAPPED & REMOVED 5 EA. STORM DRAIN IMPROVEMENTS NEW 18" RGJ-RCP DRAIN LINE 45 LF TYPE "A" CATCH BASINS 5 EA EX. 18" RGJ-RCP DRAIN LINE 31 LF TO BE REMOVED INDEX OF SHEETS SHEET� TITLE 1. TITLE SHEET 2. NOTES & SPECIFICATIONS 3. WHITE ALDER AVENUE STA. 19+41.52, C.L. - STA. 21+51.52, C.L. BOTTLEBRUSH DRIVE STA. 12+16.68, C.L. - STA. 13+71.68, C.L. 4. FAWN LILY LANE STA. 11+01.03, C.L. - STA. 15+65.02, C.L. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF SOUTH RENFRO ROAD AND CUUACAN AVENUE. ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 BASIS OF BEARINGS: THE BEARING OF N 89'27'59" W SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T.30 S., R.26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 17, PAGES 97 & 98 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. fL JOINT UTILITY TRENCH R 7' 4TYP. m3 4.5' MIN. I l I60" TO 7' MAX. oa TYP• �c 00 1 % MIN. THE LORDS AVENUE Z J J v CHAPAR ANON DRIVE STREBOR AVENUE HARVEST DRIVE NNYBANK AVENUE AVENUE W LLJROAD W z w JOHNSON ROAD �1�`'� z o O uJ LACK HAW j mcA AVENUE <TIATA AVENUE w O a Z Ld Of STOCKDALE HWY =moo Nzo PROJECT-OrA SITE VICINITY MAP SEWER MAIN � R 5' TYP. WATERLINE FINISHED STREET GRADE m I ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF - LATERAL IS WITHIN REQUIRED TOLERANCE. 36" TYP.j 1% MIDI. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL "1" 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 WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 4.5' MIN. TO 7' MAX. (Z JOINT UTILITY TRENCH Q SEWER MAIN F� 7' 4' I TYP. 5, R 4' TVP. WATERLINE FINISHED STREET m � GRADE m < 4.5' MIN. 60" 36" TYP. 4.5' MIN. TO 7' MAX. as TYP. TO 7' MAX. �c oo _ MIN.1% MIN EXISTING SEWER EXISTING SEWER LATERAL LATERAL TO REMAIN PORTION TO BE REMOVED `�_Tciu_T &CAP EXISTING SEWER LATERAL 1' PAST WYE UNLESS OTHERWISE NOTED. DETAIL "2" SEWER LATERAL CAP & REMOVAL - - - - -- -- - - - ---STOCKDALE HIGHWAY - - - - �- 1l 7 1 6 t 5 i 4 1 3 1 2 1 1 LI] + I I 1 5 6 7 8 / 1 2 1 3 1 4 1 I i. FIT 9 TRACT No 9 10 10 10 10 l i� - - -^ — _ _ _ _,_•_ _ _ — — ` i t 11 34 tt 35? 15 1 14 1 12 I I [36 37 38 24 23 22 21 20 19 18 17 16 I 1 i I 12 TRACT No. 6448 , �I I ,3 uNit 6. ( _ 7 1 tl 17 k l �� I �') I 7K� ( �n k t ♦ 0 134 211 \ 29 I 1 � I I 30 I I �1 31 } t I32 { I v 33� �i I ¢I � I 34� et— —ZI } �oPt I 35O- li �-�� 36 f � � 37 � 1 li I,--- kl II 38 1 I 39 I l) 40 - �i I� I 48 47 (L-- - 49� - I -- � � 1 2 I 1 f1 F-3 1 - k� t— f ��I 4 -b)I (11 5� ' ► I I— - � >✓ 111 6 Z t I I �I-. 111 - 2ju IIIW 7< - �U 8 '� t 11i:3 J 11 9 I CL ll 10 i 111 II ® I 111 ®I I as � I ` UNIT 11 � ~ () O 2 SU I O 2 : I G I a 11 R ( a 10 11 Ls. 1� % J I ^�, 25 24 23 n z1 N m TRACT N®. -UNIT 12 1oT � � I V�.�,! _431_J_L_I-L-_ I -__ -_ _ __ _ �� - 4444 -- -4444-- -� .4444 « F_ TRACT 13 �, _+- _ _-_ _ - _ - - - 3 - - Pf�EV10USLY . _ ; _ _ _ LUN -- - - -R, _ ... _ _ _ � I � � D 14 15 1S 117 118 19 20 25 24 23 22 21 20 19 18 17 16 15 11312 Ls. a i LOT,/ I 4 I CROSS VALLEY CANAL KEY MAP R DENOTES SHEET NUMBER FOR STREET SCALE: 1"=200 ' TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN CONSTRUCTION PLANS FOR 5TH SUBSTANTIAL CONFORMANCE VEST. TENT. TRACT 6448 -UNIT 8 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPR&VED BY: TZOGER A. McIN IUSH N.U.L. ,SJJLL EXP. 6-30-16 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE 'VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: NICOLAS G. FIDLER REVIEWED BY: ABBREVIATI PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-14 ASSISTANT PUBLIC WORKS DIRECTOR CL CENTERUNE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W�. RIGHT OF WAY 3510 1•.p. CLEANOUT ELEVATION TOP OF MANHOLE/TOP OF S EXISTING SEWER PER CITY STANDARDS O EXISTING SEWER MANHOLE "A" TYPE PER C.O.B. STD. SW -4. © EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS �D EXISTING STORM DRAIN 7 (1%SI,4 DATE NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. j— PIPE SIZE 8'°S— UTILITY S=SEWER D=DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PA NT GRADE. 9��.. No. 31) a Exp 6, MANHOLE TYPE "A" PER C.O.B. STD. SW-4mgm Oc CONSTRUCT TYPE "A" CATCH BASIN PER - -. C.O.B. STD. D-14. O,t �o x E DIG T Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA yF,C'�ER bi V) ci a ox O Z w DIG T Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600 CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -1, SW -3, D-14, D-16 ST -6, ST -22, 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDA11ONS 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, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 7. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. B. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR 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 (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPAC11ON 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 (907.) 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. 9. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE 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 OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 10. 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 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE 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. 11. 12. 13. 14. 15. 16. 17. 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 WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 4.5 DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1 ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5. AND D-18 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 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. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS ill WITH RUBBER GASKET JOINTS. UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.066, "RUBBER GASKETED JOINTS% OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BORED/JACKED PIP CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERA11ONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF EACH 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 CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SW -4 AND SW -5. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD D-14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. 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 THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFlELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 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NO. 0206001828, w c~il v~i L¢- w LQ w w Z W N z ¢m cn d a a cn .� F� in `. cn r- o w (- DATED 01/04/2006, O.R. c� cnzo w cn w (n (n ----------------- ------ , EX. 8"S EX. 8"S mLo S89'29'48" E 280.01' 18+00- 5 .. 1 19+0 20+0 s -t S E - -� - —� - s - - - - X. 8"S 00 0 / -\ :EX�24"D� D -- D— MF/L } �n 1 EX. 30' D --- ---_--------- a� ti - ---- ---- -- - -- -- �--.T_-_._._ Lm — - - II I � � / / � 3 v o ¢ P/L o Z F-: J� W Of CO O OQ O I tT O Q w w >� 1 ' 1 z I— �ci ciw I oQ `r �'� g �r Ln M M W Q1 W I Z ri O I 44. 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(PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 364 362 360 358 356 354 352 350 348 34'6 344 342 340 338 336 33 32 32 32 3 18 19 20 334 2 330 8 6 4 - - ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W0. W RIGHT OF WAY 3510 j TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER PER CITY STANDARDS © EXISTING SEWER MANHOLE "A" OF 24" DRAIN @ -0.11 % EXISTING SEWER CLEANOUT M PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS rJp EXISTING STORM DRAIN O W MANHOLE TYPE "A" PER C.O.B. STD. SW -4 �o CONSTRUCT TYPE "A" CATCH BASIN PER OF 3d' RGJ-R P 0-0. 1 SEE SEPARATE _EWER o z F - PLAN (UNIT 7 TR. 6448) N m :z Lci J = Mo Ln II m D d N Z o SEE SEPARATE 15 SEWER AND (UNI 10 TR. 448) (n 7 JOO I J UJJN C/3 O Ln W Z 3 O in J -J - Co 18' c" 18' Cam F- - (UNIT 7 . 6448) cn< �~ p o U �_ I m " mow``"' �Q z� UNIT 10 1 1 MI 1 1 1 6 3 J Urn m �JG��� I Q d+ f- � H L1')J O J� Q to " Ln 3 J 1 { o v v W Li 18 19 120 J i �z ' N < r-�o � �aN� NzI Lo ;Lo lY 1 1 �' ' l 1 I d' Q j j Z Q o- Q N Z Z w W EX. STORM DRAIN EASEMENT N� R' CV 1°O 65 ��w �, 352 350 Z — PER' DOC. 0%020600188, DATED 01 04 2006 0 R .:e w w !W c� azocewcL- E , U Mn Z F! IMATE FI (SHED c~n aW z •�_ 348 348 @ CENTERLINE a tMc� w _z z' 39 346 El AMMO 344 344 r)C41 z O � N INVERT NEW 18" DRAIN Z'Q 3 d +jjj M �'v LoSTING 34C Lu w 'N SEWER & I � "W www 338 DF �'o N z z 336 :=c �1 APPROXI ATE FINISHED 221 - tyi EX. 18" RAIN IN�RT EX. 18" DRAT L IN RT EX. " SEWER INVERT X. `354 0-411 3501 - - - - - - - - - - - - o 41 Ln -'- -- Z e, cn f^ d Z NO • W 3 (n ALL EXISTING SEWER do STORM J - - DRAIN MANHOLES ARE TO BE S Q C jr- TO FINISH GRADE. � r " 3 LD LU 3 M M _ADJUSTED Ln NWLW cn MJ ((n X W F Ln z Z X W LnZ EXI TING 250 01 LF 0 SEWER 0.35% NG TC00 LF 017 INVERT X. 24" DRAIN " SEWER INVERT EX. 30" RAIN INVERT EX. " SEWEF INVFPT FY 19" NOTE:- OTE: N ALL EXISTING ALL -MANHOLES SEWER & STORM DRAIN ARE TO BE ADJUSTED TO z z , J ZN FINISH GRADE. J Z - 2 J� X _j 00 ZQ t)NCO M ZQ UN to j 3 M Lo mWJ � In ± J X r» X w (nZz w m? EXISTING 282.51 F EXISTING 75.5 LF I N L cSEE SEPARATES R AND SE SEPARATE SEWS AND STORM DRAINS STORM 7 DRAINS (UNIT LEGEND: - - ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W0. W RIGHT OF WAY 3510 j TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION s EXISTING SEWER PER CITY STANDARDS © EXISTING SEWER MANHOLE "A" TYPE PER C.O.B. STD. SW -4. © EXISTING SEWER CLEANOUT M PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS rJp EXISTING STORM DRAIN O W MANHOLE TYPE "A" PER C.O.B. STD. SW -4 �o CONSTRUCT TYPE "A" CATCH BASIN PER �OZQ C.O.B. STD. D-14. Ll Lz NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. `- PIPE SIZE 8"S- UTILITY S=SEWER D=DRAIN SECTION DESIGNATION: SECTION LETTER -- -- A _2 SHEET WHERE SECTION IS SHOWN OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 1 - - LINE U V UNIT8 LENGTH Cr WAY TE SEE SEPARATE EX. 18 D 00 S89'29'48"E 16 m ( 1 7 L, 15+ Q--D— S89'29'48"E STREET PLAN i(UNIT 4 TR. 6448) I OF 18" RGJ-RCP TC) EX. 8"S ---t Lo �� z ;n I I , l i 364 n ----------- M oQ W= Z I �' -o ooMW q�I 18 W M I I Q UNIT 4 G od — — O W o o z II ��� �OZQ of Of m W I I 130' 3(D' Z< 0cr r" o z F - PLAN (UNIT 7 TR. 6448) N m :z Lci J = Mo Ln II m D d N Z o 1 7 15 360 J -L ix F -0 1O Q 7 JOO I J UJJN C/3 O Ln W Z 3 O in J -J - Co 18' c" 18' Cam F- - F~--- M I I cn< �~ p o U �_ I m " mow``"' �Q MDQ � (n -1 U 1 1 MI 1 1 1 6 3 J Urn m �JG��� I Q d+ f- � H L1')J O J� Q to " Ln 3 J 1 { o v v W Li 18 19 120 J i �z ' N < r-�o � �aN� NzI Lo ;Lo lY 1 1 �' ' l 1 I d' Q j j Z Q o- Q N Z Z w W EX. STORM DRAIN EASEMENT ►=C11 Z 1°O 65 ��w �, 352 350 Z — PER' DOC. 0%020600188, DATED 01 04 2006 0 R .:e w w !W c� azocewcL- E , cn ccn I{ 15� IMATE FI 1 \ /. r I Z� - - LINE BEARING LENGTH Cr 18*13 EX. 18 D 00 S89'29'48"E 1+00 L2 -D _12+0 12+0 D L, 15+ Q--D— S89'29'48"E 155.00' OF 18" RGJ-RCP TC) EX. 8"S ---t _--- - - - ;n z 364 n ----------- M ------ `., GCS W M 362 Q G od — — O W En UJ o UNIT 7 PAI �OZQ N Of m W SEE SEPARATE STREET Z< 0cr r" o z F - PLAN (UNIT 7 TR. 6448) N Q 00 _<_ m3 m D z`° N Z o 1 7 15 360 QJ mJ J -L ix F -0 EXISTING ON 7 O U O uiQ' Z W O Ln W Z 3 O in J -J - Co 18' c" 18' Cam F- - F~--- M 1 \ /. r I Z� CD L0 --- m.< 30' 30' �m—of `�'- -- `- two LLr w .t o -- --- p00 1 �-i 3mw 3,+�jM W NO Ld " 16 14 N �- - 20 z Q Q g QQ U olri X�� X�� ��� NEn FW Coto W (n cn W cn - - LINE BEARING LENGTH 1 °O EX. 18 D L2 S89'29'48"E 280.01' -�---14+0 N00'55'21"E D 15+ Q--D— S89'29'48"E 155.00' OF 18" RGJ-RCP 2 EX. 6S ---t _--- - - - ;n z 364 C+__4 F" O 00 GCS W M 362 362 G od — — O W © cr!A �OZQ N OTE: Z< 0cr J UWW O N II O II ao m D �, H �' Z o Q fD z� 19 H 00 360 ONNECT o ix F -0 EXISTING m 7 ;n O O uiQ' Z W O Ln W Z 3 O in J -J 18' c" 18' Cam J C.) cn QwCn O o .M <' z OO UNIT fl 4 Z m U �_ Z oLn i o mo CD L0 --- m.< 30' 30' �m—of `�'- -- `- two LLr w .t o -- --- p00 1 �-i 3mw 3,+�jM W NO Ld " 16 14 N �- - 20 z Q Q g QQ U olri X�� X�� ��� NEn FW Coto W (n cn W cn 364 362 360 358 356 PPA GRADE 352 350 348 346 344 342 340 338 336 33 33 32 ++ LO Lj -- FAWN ULY LANE UNIT U ? QB SEE SHEET 4 G� N c~n BOTTLEBRUSH DRIVE (STA. 12+16.68, C.L. — STA. 13+71.68, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED A 2 8 UNE TABLE Id LINE BEARING LENGTH L1 N00'55'21 "E 101.03' L2 S89'29'48"E 280.01' L3 N00'55'21"E 210.01' L4 S89'29'48"E 155.00' 364 362 360 358 356 PPA GRADE 352 350 348 346 344 342 340 338 336 33 33 32 ++ LO Lj -- FAWN ULY LANE UNIT U ? QB SEE SHEET 4 G� N c~n BOTTLEBRUSH DRIVE (STA. 12+16.68, C.L. — STA. 13+71.68, C.L.) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED A 2 8 Id Jvv IH r-iN STALL 25 52 LF • U EXISTING 292.86 LF 18 RGJ-RC @ 0.74. 366 366 0-cn =) OF 18" RGJ-RCP @ 0.11% EXISTI 299.17 LF OF 1E" RGJ-R P @ 0-86% S --I z 364 C+__4 F" O 00 GCS W M 362 362 G od �+ W a O W © cr!A �OZQ OTE: Z< 0cr � UWW co NST NEW TCH BASIN D .—, z '` (. V 360 360 ONNECT EXISTING 18" DRAIN ix F -0 EXISTING UNI 7 Z Z O Orn ; v��,(OSE 1NSEW CATCH BASIN d o .,� QwCn O o .M <' Z _j- N . I, Ln oD 4 Z > w '- 358 W � (n -1 U .J W J� N J •J Z J U t� J U '-i 3 J Urn m Ww LW J ' .M ^O Q to " } g o v v W Li r Of 354 3 lb - W 3 N W W ¢ O lY LA L- JQ wN Qgal d' Q j j Z Q o- Q N Z Z w W 352—W Z m't� ca -N 352 350 Z — 350 LAPPF OX. FINIS ED m IMATE FI (SHED c~n aW z •�_ 348 348 @ CENTERLINE a r7 w _z z' 39 346 344 344 INVERT NEW 18" DRAIN 3 . k, �'v LoSTING 34C SEWER & I STORM DRAIN MANHOLES 33E 338 3 - ARE TO BE ADJUSTED TO DF W FINISH GRAPE. 336 :=c �1 -- W 15 - INVERT EX. 18" RAIN IN�RT EX. 18" DRAT IN RT EX. " SEWER INVERT X. 0-411 Ln Z e, cn f^ d Z NO • W 3 (n ALL EXISTING SEWER do STORM J - - DRAIN MANHOLES ARE TO BE S Q C jr- TO FINISH GRADE. � r " 3 LD LU 3 M M _ADJUSTED Ln NWLW cn MJ ((n X W F Ln z Z X W LnZ EXI TING 250 01 LF 0 SEWER 0.35% NG TC00 LF 017 " SEWER @ 1.00% 13 14 364 362 360 $58 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 365 Id Jvv IH r-iN STALL 25 52 LF • U z M NNB 18 RGJ-RC @ 0.74. 366 366 0-cn =) �p Z 118 RGJ-RC ®1.26 . .� 364 S --I z 364 C+__4 F" O 00 GCS W M 362 362 G od �+ W a O W © cr!A �OZQ Z< 0cr � UWW 00 J .—, z '` (. V 360 360 �.7 W N ix F -0 T J J Cfl F"'S w N d o .,� QwCn O o .M <' 00 z > Ln oD 4 Z > w '- 358 W � (n -1 U .J W J� N J •J Z J U t� J U 3 J m LW J 356 .M ^O Q to " ¢ > " + •D � •O +> " + w + 354 354 lb - W 3 N W W NWFaJ1 3 N W- NLi W • j Z Q or o- o d' Q j j Z Q o- Q N Z Z w W 352—W Z ca -N 352 350 — 350 LAPPF OX. FINIS ED GRj kDE ALON I INF 348 348 r7 39 346 344 344 INVERT NEW 18" DRAIN 342 342 34.0 LoSTING 34C SEWER & STORM DRAIN MANHOLES 33E 338 3 - ARE TO BE ADJUSTED TO W FINISH GRAPE. 336 :=c 33( W 15 SECTION A SCALE: 1" = 50' HORIZ. 2 1" = 5' VERT. ' Yr I .` fl DIG MXRT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 M M fY Q d oz;_0 U Of d - z oL Q J J Q W U 00 S J r- W UJ o co N (Y w Y co Q rn 0 po 00 N ko 60 Z W m - 0 0 J (n m m o W < W o '/0321 w a 0 Id Go IH U z M NNB t 0-cn =) �p Z vW .� S --I z ; C+__4 F" O 00 GCS W Z m �Q G od �+ W a O W © cr!A �OZQ Z< 0cr � UWW 00 J .—, z uj (. V > / � CA �.7 W N ix F -0 T J 2 2� 0 Id Go IH U z M co z_ t 0-cn =) �p Z vW .� S --I z ; C+__4 F" O 00 GCS W Z m �Q G od �+ W a O W © cr!A �OZQ Z< 0cr � UWW 00 J .—, z uj (. V > / � CA �.7 W N ix F -0 T J 2 2� 0