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HomeMy WebLinkAbout1.2-7253 Ph 1 & 2�I .-Pk'UBLIC WORKS D1 OR, CITY OF BAKERSFIELI 61069 a, A TOP OF BRASS DISK ON TOP OF HEADWALL AT SOUTHEAST CORNER OF PANAMA LANE AND SOUTH "H" STREET NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION X 364 PID FU1624 ELEVATION = •0 D, 1 t mo BEARINGTHE !•*32'17" EAST SHOWN FOR THE NORTH LINE OF THE QUARTER OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN (A! BEING THE CENTERLINE ON LOT LINE ADJUSTMENT NO. 56-94 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP 7253 PHASES 1 AND 2 WF ,AKERSFIELD, CALIFORNIA TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.-- RUBBER GASKET JOINT CB- CATCH -BASIN 5HEET Ng. INDEX CD TITLE SHEET NOTES TAFT HIGHWAY a) HEATHER MEADOWS DRIVE CD LIBERTY RIDGE COURT JAMES VALLEY COURT O PITCHER VIEW COURT GARETT CANYON DRIVE MATERIAL'S LIST SEWER PHASE 1 PHASE 2 TOTAL LEGEND 10" SEWER MAIN 597 LF 0 LF 558 LF SHEET INDEX NUMBER 8" SEWER MAIN 1,053 LF 984 LF 2,048 LF Cn _ U 6" SEWER MAIN 394 LF 968 LF 1,372 LF ® SS#12 SEWER MANHOLE W/NUMBER 4" SEWER LATERALS 1,080 LF 1,692 LF 2,772 LF Q CO#12 SEWER CLEANOUT W/NUMBER SEWER MANHOLES 7 EA 6 EA 13 EA () Ln ry CLEANOUTS 0 EA 2 EA 2 EA 0SEWER SD#12 STORM DRAIN MANHOLE W/NUMBER ADJUST MANHOLES TO FINISH GRADE 7 EA 8 EA 15 EA CB#12 CATCH BASIN W/NUMBER 0 PROPOSED SEWER MAIN OR STORM DRAIN STORM DRAIN U EXISTING SEWER MAIN OR STORM DRAIN 24" R.C.P. STORM DRAIN 0 LF 567 LF 567 LF 18" R.C.P. STORM DRAIN 0 LF 542 LF 542 LF TYPE "A" CATCH BASINS 0 EA 4 EA 4 EA STORM DRAIN MANHOLES 0 EA 4 EA 4 EA ADJUST MANHOLES TO FINISH GRADE 0 EA 4 EA 4 EA OUTLET STRUCTURE 0 EA 1 EA 1 EA ENGINEER'S STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY 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, OR DESIGN CRITERIA rr1 ENCOUNTERED-ING CONSTRUCTION SHALLBE CORRECTED DURING CONSTRUCTION AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS -BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. W I Wwge�� ! =N , . RCE 53952 EXP. 12/31/2017 SUBJECTKERN DELTA WATER DISTRICT PRIOR TO CONSTRUCTION, KERN DELTA WATER STORAGE DISTRICT (661) 834-4656 SHALL BE NOTIFIED TO ENSURE THAT PROPOSED CONSTRUCTION WILL NOT INTERFERE WITH KERN DELTA'S ABILITY TO MAINTAIN WATER DELIVERY TO PROPERTIES EAST OF 19101110 EX f - _ TAFT _HIGHWAY ffi NNN LLLj _ I ' II' �F 2 � � I� — ( i i i ISS#3 ( � 4 �I (I -i I--t I► 'I- IN 6E Ld I $ Q I j ( 32 31 30 29 28 27 26 25 24 23 22 SS 6 9 f S#5 ___J L —' J I LIBE TY RIDE CORT I 1'�s �- — i- 12 13 14 15 16 17 18 19 20 21 i I H AS E 1 2 PHA3E 1 0 _� j__ i 24 23 PHASE 2 < ( o PHA E 2 13 `� �" 7 22 21 20 19 18 17 16 15 14 ( JAMS s #8 SD# VALLEY— COL RT i CB#4 FI I I ( — _ � � � ( C #2 CB 3 t 25 SD# � I 26 27 2$ 29 30 7 8 9 10 11 12 i II Iui FiI-I � I 36 35 34 P33IT 32 31< 6 5 4 3 2 1 C 1SS HER S#11 i EW 9OURTCC #2 L -I- J SD 2#12-)-N- � �~-- C 1 S I ( T_7 48 37 38 39 40 41 42 43 44 45 46 47 �-LUMP KEY MAP SCALE: 1'-200' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 1.2-7253 Ph 1 & 2 COB RECORDS No. W, ro r� 0 SHEET 1 OF 8 SH TS. 17 _Q 0 1— 0 n- Li LL Q Cn _ U � � Q C1_ n � � U 0 ry0 W F-- W W WQ W= 7 ::) ry 0,� a_ 0 0 n () Ln ry < � a W F —I- C� 71' �-- U (f) < <C (y CK ry � W M W 0 U SHEET 1 OF 8 SH TS. 17 0 1— n- Li ry _ U W � � U W F-- W 0 w r Z n () SHEET 1 OF 8 SH TS. GENERAL NOTES 1. ALL CONSTRUCTION SHALL• •- • THIS PLAN, • ' BUILDING CODE,OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS MADE A ryr HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE OF i STANDARDS AND OF •R DEPARTMENT OF '' `♦- ' • ''.i''i SPECIFICATIONS DATED 2010. STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY 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 ACCEPTEDSTREET RIGHT-OF-WAY. t SECURED r: AN rr♦ APPROVED INSURANCEAND SECURITY BASED ON APPROVED 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 INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE 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, • i OF ANY '' ' • FROM DIMENSIONS AND CONDITIONS S• DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE •.r f RESPONSIBLE i# #. POSSIBLE ERRORSOR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION 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 • ` i OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SH, REPAIRED OR REPLACED CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. • CONTRACTOR SHALL FURNISH Ari` MATERIALS, •• EQUIPMENT r SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. • ALL •- DEFECTIVE IN ITS CONSTRUCTIONOR DEFICIENT IN ANY OF THE REQUIREMENTS OF 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 STAKINGr ON • ' PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONEOTHER THAN THE CONSULTANT,OWNER OR CONTRACTOR SHALL NOTIFYr OFFICIAL IN WRITING AS ! THE CHANGEOF ENGINEER RESPONSIBLE 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 i 1 • AND THE SAFETY OF ALL PERSONS AND PROPERTY; , 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 OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS ! THE MEANINGOF ANY PART OF DRAWINGS AND SPECIFICATIONSOR FINDS DISCREPANCIES OR OMISSIONS FROMDRAWINGS, REQUESTSUBMIT A WRITTEN FOR , INTERPRETATION is1 • • s , CORRECTION rri . • PRIOR TO FILING HIS BID PRICE r !. PROJECT. PALMETTO14. ENGINEERING AND LAND SURVEYING, INC. WILL NOTBE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF PLANS. ANY r ALL CHANGESTO THESE PLANS MUST BE APPROVED IN WRITINGPALMETTO ENGINEERINGAND 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 IMPROVEMENT i , FOR • . IMPROVEMENTS , ARE PART OF THIS rr• 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. j NOTE CONTRACTOR SHALL STAMP AND • r FACE • - EACH SEWER LATERAL. 19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC •r REQUIRE •. .ry - AND/OR UPGRADING AS PERCITY ENGINEER. CQB SEWER SPECIEKATIONS 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. NOTIFY11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. 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 INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY OF ANY PIPE LOCATIONSREVEALED TO BE NOTCOMPLIANCE y 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 AND SHALL APPROVED r i ENGINEER PRIOR rf! • ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOM'll THE PROPERTY ris r OF CONNECTION .. , PVC LINED SEWER LINE i. 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. COB STQRM DRAiN NOIES 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 N s . wr 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 CONTRACTOR 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. 1. THE FOLLOWING CITY OF r STANDARD DRAWINGS SHALLf r r r. PART OF PLANS.• `' •' TO OBTAIN 'TEST EDITION,• i• THEREOF UNLESS OTHERWISE NOTED) 1.2-7253 Ph 1 & 2 COB RECORDS No. W, •o 71 C) V) W ry CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RiGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS �Ljj< O �- SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL W �Cf) WQ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN C) SW -6 6" CLEAN OUT ® D-11 DRAINAGE BASIN <� SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LINK FENCES � SW -8 INDUSTRIAL SAND TRAP ® D-13 CHAIN LINK GATES El 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" ❑ 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 1.2-7253 Ph 1 & 2 COB RECORDS No. W, •o 71 C) V) W ry SHEET <C z O ry O I- n W <C U � < CN o cn� z ry aI �Ljj< O �- �- � ry < z (f, o W �Cf) WQ 7 W= Ly D- ::) O ry O C) U W ry N 0 W <� W _ (J U Q (f) ry Q � V ry W M W I� O I- U SHEET z O I- n W ry IJ- U W I`- 0 U W I- � W O W r _ 0_ (n SHEET CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . INSTALL SEWER INSTALL STORM DRAIN 0 r in PROPOSED WATER MAIN (SEE WATER PLANS) 0 INSTALL STORM DRAIN MANHOLE z © INSTALL TYPE "A" CATCH -BASIN RIGHT-OF-WAY -SWR— — EXISTING SEWER EXISTING STORM DRAIN cr_ EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIGAIRG IS BASED ON CERTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. NOTE "A": CONSTRUCT CMP RISER OVER PROPOSED SEWER MANHOLE PER DETAIL ON SHEET 3 INSTALL 384.0± L.F. 6" PVC SEWER @ 0.66% V)0 Z r 0 Z JAMES VALLEY COURT INSTALL 394.2± L.F. 6" PVC SEWER @ 0.65% . . . . . . . . . . . . . . . . . C) D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . C) z® 0 r in 0 m 0 Z < z © z < m m cr cr_ 0 Qv ul) ........................................................................... . . . . . . . . . . . . . . . . . C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . C) 00 . . . . . . . . . . . . . . . . 0) ........................................................................... n n .......................................... R_ 342* ....... 0 U) z I Air -_-as 00 ................................ 11 17Z A PHROXIMA TE DESIGN GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 11Q VE SEWER - ANG? .STORM - DRA 11V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 0 \\X ......................................................................... eio.... 7 ................................................... .................. cr_ U. 00 ............................................................................ 3386" INV W= ................... ............................. ....................................... ...... . ..................................................................... 337.00 ........... P_ I ----------- ------ ------------ ------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... . 7 ------- 334 ............................... ................................................... ......... V.INV.S—.E= ...................................................... .............. 335.55 . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ro . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 330 ....... ....... ........... ' ........ ....... ................... ....... ...... INSTALL 440.7± L. F. 18'=. rl PrP w /Pr-. I STORM DRAIN na o 11 (v_ ...................................................................................................................... 9+00 10+00 11+00 12+00 13+00 14+00 SEWER AND STORM DRAIN PROFILE ............................................. 15+00 16+00 17+00 A A NOTE "B" 10' WIDE STORM DRAIN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD TO BE DEDICATED ON FINAL MAP. -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' z 10 z uj 06 Z _j uj 0 Ca- 3 r 0 z U- 0 uj m u') -H 4N................ ......... .................... 346 NOR FL= NOR FL= 34-3.63 342.95 ....... .. I� ................ T .......... .xoo ................. 342 .......... ................... .............................. 338 .................. 18? INV W= =71J 336.04 .............................. 334 ......................... .......................... I ... 330 ..................... 19+00 .................... 18+00 1.2-7253 Ph 1 & 2 COB RECORDS No. W, 4m i4m 140,111 a W_ 20 as ry 0 it C) 0 ry < 0 LLJ >_ U) L -Li < W= I"T :D ry n 0 0n 0 Ln - rN Q Lij LT CJ (/) < ry ry Lij v m I I I 0 a s SHEET 6 OF 8 SH TS. I CONSTRUQTION NOTES 0 INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT S INSTALL SEWER x INSTALL STORM DRAIN 0 (n PROPOSED WATER MAIN (SEE WATER PLANS) 0 _r INSTALL STORM DRAIN MANHOLE < z U-1 0 INSTALL TYPE "A" CATCH -BASIN z RIGHT-OF-WAY - - - SwR- - EXISTING SEWER -----SD----- EXISTING STORM DRAIN - 'Zz EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIOAIRG IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. NOTE "A": CONSTRUCT CMP RISER OVER PROPOSED SEWER MANHOLE PER DETAIL ON SHEET 3 CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN @ 0.30% GARETT CANYON DRIVE (SEE SHEET 8) v- � D z F- O S D x z< 0 (n 0 (n 0 _r 0 < z U-1 0 m z z 0 z In < < _j C0 Z ry 00 V) 0 U) 0 � LLJ < =3 S 0 0'_ O U) uj 0 . LO W C:) V) ui uj (n a 0 0 0 CD 04 ci 0) C3 0) ui 0 M P n, LO 0 < 0 L=18.4 < C-) CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN @ 0.30% GARETT CANYON DRIVE (SEE SHEET 8) v- � "t0 r-, z F- R� S It x z z O 0 z cr_ < U -i _j ry 0 _j _j m3 CK In < 0 ui L( 0 Lei V) i N� _j C0 Z ui C) 00 V) 0 U) 0 � LLJ < INSTALL CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. 18" INV A 336.98 18" INV SE= 336.93 24" INV N—W= 24" INV W= 332.10 332.1± STORM DRAIN SECTION N.T.S. piw CL' i ---5'--i----5'— 1 04 M F- R� S cn 0 z z O 0 z z < < U -i _j 5 0 _j _j 3 m L_ L` - i-5'—f-5'­1 8" SWR INVj= 336.3± C4 04 M F- R� S U) 0 V) 0 z z O 0 z z < < U -i _j 5 0 _j _j 3 c) 0 ui L( 0 Lei V) i N� ui w C) C) N C14 0 L6 Lci 00 V) 0 U) 0 � LLJ < =3 S 0 0'_ APPROXIMATE DESIGN GRADE ABOVE STORM DRAIN I 0101'_ 8" WATER X-ING CONSTRUCT 55.6'± LF 24" CL -3 RCP w/RGJ STORM DRAIN 0 0.09% CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-11 W/ 2' CUTOFF AT END OF BOX 24" INV N= 331.82 BASIN FLOOR 24" INV S -E= 331.40 331.87 a 'I lilikW10111001,21 A rd i X t 36 INSTALL 100.0± L.F. 6" PVC SEWER @ 1.00% 35 INSTALL 285.2± L.F. 8" PVC SEWER @ 0.35% 34 33 32 31 6 5 4 cl-4 3 2 0 V) 0 + V) 0 U) 0 � LLJ < =3 S 0 0'_ O 10' 20' 20'1 10 z m: z m 0 z 0 z < 0 z x: 0 z V) z z 0 :D 0 n, 0 0 M P n, LO 0 < 0 L=18.4 < C-) < -0 w ry �i vi -a M W c� cn U-) - O �': 0 w U�i U) -c' 0 uj C) (n u� Q0 + + 00 (000 + + + 'd- + 0 + LID + u') + r + co . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 N . . . . . . . . .04 04 N 14- LO LO -d w ui ui 00 N ui cd 346 ............. ................... N .....................................................1 5, n to ........................................................... to ................ ,,.-25.61 v N �_T I ....................... 346 V N Z N IA N 04 1 +80.20 Lo 0 + co NJ -0 . . . . . . . . . . . ,-ABOVE SEWER AND STORY DRAIN 11 117 �x 1A KI N 18 IW Z -NLO+-00.00 —1 4-- 19*19'1 2"E 8 §73 2'i 77- w 7F (0—i - - - - - - - - - - - - - - - - - ----------------------------- WTR­ Lot b m - - - - - --- - - - - - - - - - - - - - f"'), - - - - - I - - - - 0) 0) — — — — — — — — — — — - - - - - - - - - i ids — — — - - - - - - - - - - - - - - - - - - - - - 0 0) m t2!�___ - - - - - - - - --- - - - - - - - - - - - - - - - 141f - ------VO - WFR --------- . . .................................................. ry0 .......... ...... ................. tRr vi N F1 N 00 N co to CN .................. 00 't 0 0) cr) LO LO 0) LO 0) 28.5'-* ...... . . n ........................................... ............. V. . ............... ..................... 338;...... . . ...................................................... .. 0 loll 'IT' INV St ..................... 8" INV N= 336.9 . . . . . . . . . . . . . . . . . . . . . . . 8ff INV '000, 335.27 - .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "bo . . . . . 336.37 N V E— W= .. ... 100, . .37. . . . . . . . . . . . . . . . . . . . . . . '10 .. .334* ..................... . 334 ........................................ .................... L ...... L\ ........................... I ......................... 4".INV �VN—�W I ............................................. D50 8" RIP -RAP 37 38 332.1Ci 39 40 41 ........ 42 43 44 45 46 47 330 1 INSTALL 285.2± L.F. 24 ................... I ............ ................................................................................................................. CL -3 -RCP w./RGJ STORM DRAIN 0 0.08% 48 9+00 10+00 11+00 12+00 13+00 CHEVALIER SUMP 18+00 ROAD 11 HORIZONTAL: 1"=40' VERTICAL: 1"=4' age; 1.9 IN INSTALL 100.0± L.F. 6" PVC SEWER @ 1.00% INSTALL 285.2± L.F. 8" PVC SEWER @ 0.35% INSTALL 310.0± L.F. 8" PVC SEWER @ 0.35% INSTALL 90.0± L.F. 6" PVC SEWER @ 1.06% M cl-4 0 V) 0 SHEET V) 0 U) 0 � LLJ < =3 S 0 0'_ O Z z 0 uj 0 z m 0 z (n =: Z z 0 z m: z m 0 z 0 z < 0 z x: 0 z V) z z 0 :D 0 n, 0 0 M P n, LO 0 < 0 0 < C-) < -0 w ry �i vi -a M W c� cn U-) - O �': 0 w U�i U) -c' 0 uj C) (n u� 0 U -i cn 0 ui V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 N . . . . . . . . .04 N 0) 0) -d ui ui 00 .0u0i ui 346 ............. ................... 0 .....................................................1 n to ........................................................... to ................ I ....................... 346 A PPROZIMA 7F DESIGN GRADE 'tK . . . . . . . . . . . . . . . . . . . . ,-ABOVE SEWER AND STORY DRAIN �x 1A KI IW Z 342:...... ....... . . .................................................. ry0 .......... ...... ................. 00 ........ X ...... 342 co .................. ................... . ................. I ............. ......... ...... . . n ........................................... ............. V. . ............... ..................... 338;...... . . ...................................................... .. 338 'IT' INV St ..................... 8" INV N= 336.9 . . . . . . . . . . . . . . . . . . . . . . . 8ff INV . ... . . . . . . . . . . . . . . . . . . . 335.27 - .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "bo . . . . . 336.37 N V E— W= .. ... . .37. . . . . . . . . . . . . . . . . . . . . . . '10 .. .334* ..................... . 334 ........................................ .................... L ...... L\ ........................... I ......................... 4".INV �VN—�W I ............................................. 2INV S — �E=. 332.1Ci 330;...: ....... ........ * .... . 331.87. ........................................................ .................................... I ......... .................................................... 330 INSTALL 285.2± L.F. 24 ................... I ............ ................................................................................................................. CL -3 -RCP w./RGJ STORM DRAIN 0 0.08% 9+00 10+00 11+00 12+00 13+00 I .................................................. 14+00 15+00 16+00 17+00 18+00 SEWER AND STORM DRAIN PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=4' age; 1.9 IN 0 Rnw dC 0 • < C) 0 SHEET n � LLJ < 0'_ O < C'o < LIJ _17 ry n :D 0 n, 0 0 C) n, LO q < I Ld < ry ry ry M 0 0 Rnw • SHEET 1.2-7253 Ph 1 2,� i COB RECORDS No. 7 OF 8 SHTS.