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HomeMy WebLinkAbout1.2-7253 Ph 1 & 2 RevisionsK7 O Q F F W Z �—� � O � Cn �- C- X {C � An EL m QU«of. IEL O 000 Ln a � ®moi I = w OE6 1 AND 2 • Qry MONatJ AP0040 OY*. C:) tV) QO N �00 4 c.1 a m = 00 Bim%KE R%,,; F I E L D %Omo* AAM L I F R N I A IAV AV M L1042019 VA rc (D C) LO N ® N pp m Z m U im �C V � � MIIIIIIIIcL ENGINEER'S STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF AKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE m ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD REV IEWED 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY c�� v ® ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN p S CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED DURING h „�' CONSTRUCTION AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR ~' AS -BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. ASSISTANT LIC WORKS DIRECTOR, CITYK SFI T THEODORE D. WRIGHT C 33710Exp cis L isOp , w APPROVED BYO.A� GREGO 0 BLACK RCE 53952 DATE: lor EXP. 12/31/2017 j__ )LA KERN DELTA WATER DISTRICT NATE PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE PRIOR TO CONSTRUCTION, KERN DELTA WATER STORAGE DISTRICT (661) 834-4656 NICOLAS FIDLER C 61069 SHALL BE NOTIFIED TO ENSURE THAT PROPOSED CONSTRUCTION WILL NOT INTERFERE WITH KERN DELTA'S ABILITY TO MAINTAIN WATER DELIVERY TO PROPERTIES EAST OF SUBJECT PROPERTY. BENCHMARK SE : T AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC TOP OF BRASS DISK ON TOP OF HEADWALL AT SOUTHEAST CORNER OF PANAMA LANE WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET AND SOUTH "H" STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION X 364 AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY < PID FU1624 AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. — ELEVATION = 349.00 (U.S.G.S. DATUM) ry O BASIS OF BEARINGS: EX SS#13SS#1 SS#2 - - `� i � < � THE BEARING SOUTH 89'32'17" EAST SHOWN FOR THE NORTH LINE OF THE NORTHWEST --- - - - - - - - - - - - - - - - - < QUARTER OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND TAFT _HIGHWAY N ., MERIDIAN (ALSO BEING THE CENTERLINE OF TAFT HIGHWAY -COUNTY RD N0. 25 &2387) AS SHOWN - -`-- - _ - - - — - - --�- - - - - - - a ry n ON LOT LINE ADJUSTMENT NO. 56-94 WAS USED AS THE BASIS OF BEARINGS SHO HEREON. - - - k� � = -- cn z w �� , W Q v JA I L L - 0 < 2 II 0 Ss# .IE LSHEETI �_ F— i -- -�- I 4 0( 11 W= D ry _. TMH- TOP OF MANHOLE ELEVATION TITLE SHEET r— I 5 w 1 it 0 0 EAST HOSKING AVENUE INV. PIPE INVERT ELEVATION --� �-- t ---� �--- (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) NOTES I I I 6 ry P.V.C.- POLYVINYL CHLORIDE I I I l ll Ln �j APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY TAFT HIGHWAY --� - —�— --1 7 w I I a ALL LENGTHS PRIOR TO BIDDING THIS PROJECT E —) I ; W W � McKEE ROAD McKEE ROAD R.C.P.- REINFORCED CONCRETE PIPE HEATHER MEADOWS DRIVE t �-- 8 Q < lj l 32 31 30 29 28 27 26 25 24 ;23 22 36 31 R.G.J.— RUBBER GASKET JOINT LIBERTY RIDGE COURT 9 S 6 I U LIBE TY S#5 RIDE C RT `� Cy ry W CB- CATCH -BASIN L _I— J Cr� W Qs JAMES VALLEY COURT I 1oSS Q PITCHER VIEW COURT ��' 11 m W o-- — i— 12 13 14 1 16 17 18 19f27O , UNDERGROUND SERVICE ALERT ()ry 0 GARETT CANYON DRIVE I HA 1 PHA E 1� OF SOUTHERN CALIFORNIA PROJECT, 8 � --I I— _..I i 24 23 PHA E 2 v ( Q PHA -E 2 13 �� � A -TAFT _ __.____- _ Fi FGH WAY _- _.. __ _ .._. _ �. _ . �._.MAJESIAL S S 7 22 21 20 19 18 17 16 15 14 ( E F o R E Y ° F i— _ JAMS S S#8 SD# VALLEY CO RT 313#4 SEWER PH ASE 1 PH ASE 2 TOTAL LEGEND 4- UJIo ¢ o a► h`l ( C 2 CB 3 cn o 10 SEWER MAIN 597 LF 0 LF 558 LF r.y „ R � SHEET INDEX NUMBER I-` t --I I_ SD#, S 0 8 SE MAIN 1,053 LF 984 LF 2,048 LF I I ( 25 26 27 28 29 30 s 9 10 11 � 6" SEWER MAIN 394 LF 968 LF 1,372 LF Q SS#12 SEWER MANHOLE W/NUMBER - } + — �- �- 7 12 ' G n Ld 4" SEWER LATERALS 1 1,692 LF 2 772 LF c CO 12 SEWER CLEANOUT WNUMBER -I— ( + 36 35 ` —� ry 1 ROAD 6 SE MANHOLES EA 6 EA E 0 # / F( C 1 34 33 32 310 6 5 4 3 2 1 �'P P I— U ry SEWER CLEANOUTS 2 EA A Q SD#12 STORM DRAIN MANHOLE W/NUMBER — --� �--t--� j--- SS#1 PIT HER S#11 V E OUR C #2 ' BFC/ �Ut o S E R� W l i i — << � ADJUST MANHOLES TO FINISH GRAD EA 8 EA I E CB#12 CATCH BASIN W/NUMBER -N- © > o PROPOSED SEWER MAIN QR STORM DRAIN L—I— SD 2 -N- DIAL TOLL FREE 1-800-227-2600 W I— w C 1 S 12 r --- // i AT LEAST TWO DAYS BEFORE YOU DIG W I EXISTING SEWER MAIN OR STORM DRAIN i~ � 48 i O Lli �u p 37 38 39 40 41 42 43 44 45 46 47 r _ 2" R.C.P. STORM DRAIN 0 LF 567 LF 567 LF In 18"R.C.P. STORM DRAIN 0 LF 542 LF 542 LF --I TYPE "A" CATCH BASINS 0 EA 4 EA 4 EA STORM DRAIN MANHOLES 0 EA 4 EA 4 EA V1 I I IT Y ADJUST MANHOLES TO FINISH GRADE 0 EA EA 4 EA SHEET BEY MAP NO SCALE OUTLET STRUCTURE 0 EA 1 EA 1 EA SCALE: 1'-200' e 1 OF 8 SH TS. COB RECORDS No. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORMTO THIS PLAN, THE CALIFORNIA BUILDING !! OF DOCUMENTSBAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE SHALL f♦ r ♦ PART HEREO 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF -A -•- ' • r'`i SPECIFICATIONS DATED 2010. STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN •r FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE ACCEPTED STREET RIGHT-OF-WAY. • ' • i BY AN IMPROVEMENT" AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVEDENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTIONi "ST 24 HOURS NOTICE. SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, • r OF ' •NS FROM THE DIMENSIONS AND CONDITIONS S• DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE •••! ENGINEER IS ! RESPONSIBLE r♦ ! • POSSIBLE ! •r•• ! • OMISSIONS. • r y it RESPONSIBLE F!- VERIFICATION OF • i AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY • - • OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE EXPENSE, AS DIRECTED rr !• AND APPROVED BY THE GO rrr•rAUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE ri i OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR y COMPLETE ' i FUNCTIONAL PRODUCT. i ALL i' DEFECTIVE IN ITS CONSTRUCTIONOR DEFICIENT IN ANY OF THE ENGINEERREQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF RESPONSIBLE r•rr , r 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE ♦ it ON rte• EXCEPTINGis LIABILITY ARISING ri, THE SOLE NEGLIGENCE OF • r • • THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST • ♦• , INTERPRETATION OR y CORRECTION THEREOF, • iR ♦r TO FILING HIS BID PRICE FOR THE ..• 14. PALMETTO ENGINEERING AND LAND SURVEYING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS APPROVED rr•♦r WRITING BY •, ♦ ENGINEERING AND LAND SURVEYING, 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENTPLANS FOR ♦ . IMPROVEMENTS" ARE PART OF THIS ..♦ 17. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 18. NOTE CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL. 19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY r SEWERCQB SPECIFICATIQNS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WiTH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE y` ! AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN •►D • TO AND RECORD THE •r AND SIDES OF PIPE, l REQUIRED. VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL ! it"CHAINOF itY" 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 OF i • CASSETTE,•"' AND LOGS SHALL• a THE PROPERTY OF CONNECTION SEAL TO PVC LINED SEWER OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. 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 LINER MANUFACTURER'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. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. QOB TOMDRAIN NOLES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WiTH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PiPE ZONE. CLASS i BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NQTE TO CQNTRAQTQR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STAND"ARD PLATES I 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLAN (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) I [0101 i'Rbs ilks N sa • umm dft •• •• i Me I 1 i -' • - i II i CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS W SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS 0 U) SW -3 PAVEMENT PATCHES © D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS 21 SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL W v LLJ < SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN U� SW -6 6" CLEAN OUT ry N D-11 DRAINAGE BASIN 19 SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LINK FENCES [:] SW -8 INDUSTRIAL SAND TRAP D-13 CHAiN LINK GATES SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" El SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" Q SW -12 SEWER LIFT STATION VALVE BOX D-16 GUTTER DEPRESSIONS D-1 INTENSITY VS. DURATION CURVES ❑ D-17 JUNCTION BOX D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 MANHOLE, TYPE "B" D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "B" D-4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 PAVEMENT PATCHES [0101 i'Rbs ilks N sa • umm dft •• •• i Me I 1 i -' • - i II i SHEET 2 OF 8 SH TS. �C Z O ry O I --- n W Q U � Q 0 U) � n � �Q O W _Co p W v LLJ < W= Q'- o- ::) O ry O U� U W ry N W J 0 0 H U Q LL (n ry Q ry Lij ry W m W (I) L.� O U SHEET 2 OF 8 SH TS. Z O I --- n W ry _ U W I-- p U W F- � W O W n (� SHEET 2 OF 8 SH TS.