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HomeMy WebLinkAbout1.2-6444 Phases 6-8-13REVIEWED BY: APPROVED BY: EXP. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR ATE R.C.E. N0. 61 69 / /— G -ZaIS REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ENGINEER'S CERTIFICATE ST,4TEMENT: THIS PLAN AND SPECIFICATION WAS 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 THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. HUNSAKER & ASMATES IRVINE INC. PHILIP D. DOWTY, PROJECT MANAGER RCE No. 42038, EXPIRES: 03/31/2016 Kill 3 FOUR SEASONS BY K. HOVNAN/AN TRACT NO WHH 11� , SEWER . 6444 - PHASES 6, 8 & 13 IMPROVEMENT PLAN i -MAICT 6444 E I I ! E 1 1 AS 8 r 1 2 ! 3 4 1 5 - 6 _ _ _ 3 2 3 MH 4 # 5 f , 6 I -`ES g -- 1 p' 9 8 7 15 14 \ �S Rio a 19 13 ���,._ 12 Z V m ,R/N COU T ,. S 18 `5 6 MH #5 / ) 17 4 0 16 ' 15 /PH SE 6 PL C 14 10 40 13 12 ` , y , :x l KEY MAP SCALE. l`_-100' 9 . aix #4 11 — Wl ` 10 I I I I o z 5 SECTION 18 T.29 S., R.29 E. I i I F-- - - - --I I I I I I I I I I I I I L STATE HIGHWAY 178 SECTION 19 T.29 S., R.29 E. IW z I� I PALADINO DRIVE SECTION 17 T.29 S., R.29 E. 'RO✓ECT SITE xo/ SECTION 20 T.29 S., R.29 E. VICINITY MAP DESCRIPTiO/V SHEET N0. TITLE SHEET, KEY MAP 1 CONSTRUCTION NOTES & DETAILS 2 SEWER IMPROVEMENT PLAN 3 SEWER IMPROVEMENT PLAN 4 — - - — LOT LINES SEWER CONSTRUCTION NOTES: — - STREET CENTERLINE �1 -- INSTALL 8" SDR -35 PVC SEWER LINE CONSTRUCT 48" DIA. MANHOLE TYPE "A" PER C.O.B. STD. DWG. SW -2 - 3 INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.O.B. STD. DWG. SW -7 INSTALL 6" SDR -35 PVC SEWER LINE �5 -- INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. SW -1 �— CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6" PVC SDR -35 SEWER CONNECTION R r y 0 GPyi�' _4� NOT TO SCALE a a o� a 0 o- � O SHEETLEGEND ® SEWER SHEET NO. HORIZ.: 1 "= 40' PHASE BOUNDARY —8" S— PROPOSED 8" SANITARY SEWER —6" S-- PROPOSED 6" SANITARY SEWER _5_.._.. -• EXISTING 8" SANITARY SEWER W EXISTING 8" SANITARY SEWER KEY MAP SCALE. l`_-100' 9 . aix #4 11 — Wl ` 10 I I I I o z 5 SECTION 18 T.29 S., R.29 E. I i I F-- - - - --I I I I I I I I I I I I I L STATE HIGHWAY 178 SECTION 19 T.29 S., R.29 E. IW z I� I PALADINO DRIVE SECTION 17 T.29 S., R.29 E. 'RO✓ECT SITE xo/ SECTION 20 T.29 S., R.29 E. VICINITY MAP DESCRIPTiO/V SHEET N0. TITLE SHEET, KEY MAP 1 CONSTRUCTION NOTES & DETAILS 2 SEWER IMPROVEMENT PLAN 3 SEWER IMPROVEMENT PLAN 4 — - - — LOT LINES SEWER CONSTRUCTION NOTES: — - STREET CENTERLINE �1 -- INSTALL 8" SDR -35 PVC SEWER LINE CONSTRUCT 48" DIA. MANHOLE TYPE "A" PER C.O.B. STD. DWG. SW -2 - 3 INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.O.B. STD. DWG. SW -7 INSTALL 6" SDR -35 PVC SEWER LINE �5 -- INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. SW -1 �— CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6" PVC SDR -35 SEWER CONNECTION R r y 0 GPyi�' _4� NOT TO SCALE a a o� a 0 o- � O DEVELOPER /OWNER: m; N (n s PROFILE SCALES HORIZ.: 1 "= 40' VERT.: 1 "= 8' N o (714) 368 -AWO 0 E911011..s No. 4400 YEAGER WAY w BAKELD, CA 93313 U.S.G.S. Y -292, ELEVATION= 782.57 B.C. IN 9 CONC. PAD 14.5' " (661) 831 -b=11 Z BEING A D114510N OF PARCEL 8, 9, 10 AND 11 OF PARCEL MAP No. 11013 DEVELOPER /OWNER: K. HOVNAMM HONES Q 200 EXCHANGE, SUITE 200 IRVINE, CA 92602 (714) 368 -AWO SOILS ENGINEER: E911011..s No. 4400 YEAGER WAY BAKELD, CA 93313 U.S.G.S. Y -292, ELEVATION= 782.57 B.C. IN 9 CONC. PAD 14.5' " (661) 831 -b=11 Z Y � � 100 50 0 100 200 T CL GRAPHIC SCALE 1 " =100' d- d- a- co BENCH MA RK: z ti QUANTl17ES Q 1186 LF 6 EA LEGAL DESCRIPTION: 1209 LF U.S.G.S. Y -292, ELEVATION= 782.57 B.C. IN 9 CONC. PAD 14.5' " N.W. Z BEING A D114510N OF PARCEL 8, 9, 10 AND 11 OF PARCEL MAP No. 11013 OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY ' 78 AND :5 104 LF RECORDED IN P.M. BK. 5,3, PG. 130, /N THE OFFICE OF THE KERN COUNTY LENE PLACE. Q d RECORDER, ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 17, I- o 31 EA T. 29 S, R. 29 E., M.D.M., /N THE CITY OF BAKERSF/ELD, COUNTY OF KERN, W 1 EA 5 T TE OF CALIFORNIA. F E D DATE C DRAWN BY: MM 4/13 B DATE A DESIGNED BY- RR 4/13 DATE NO. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: KK 4/13 PROJECT IN Q�OfESS/'�N PREPARED BY: TRACT N0. 6444 �(o l\�`P D. �'oiy1Fti HUNSAKER & ASSOCIATES PERMIT IN tiiZ IRVINE INC PHASES 6 8 & 13 " �m c� m PLANNING ENGINEERING SURVEYING SHEET 0- ,,, N0. 42038 m Three Hu hes • Irvine, CA 42618 • PH: (949) 583 -1010 • FX: (949) 583 -0759 � Exp. 3/31/16 M g � SEWER IMPROVEMENT P I O CALti � ° ��T(tA 1 4 IS CITY OF BAKERSFIELD N , LO N PHILIP 6. DOWTY R E. 42038 EXP. V31/16 /16 KERN COUNTY CALIFORNIA - RECORDS No. — 777 of 4 PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 01:48:32 PM FILE: F: \0679 \Engineering \TR_6444 -Ei \Imp Plans \lmp_Sewer \SHTOl.dwg CITY OF BAKERSFIELD SEWER SPECIFICATIONS GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 1. VCP INSTALLATION: A. MATERIALS: THE PIPE AD FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C -700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTIONS 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C -12. B. JOINTS: (1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. (2) THE PIPE FITTINGS FOR 6% 8% 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. (3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 2. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS 1, II OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS 1, II OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 OURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 5. 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). 6. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING S -7 AND S -8 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -20. 7. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE. 8. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWINGS SW -1. 9. 24 HOURS NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 10. 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 1 FOOT ABOVE SEWER MAIN TO RIGHT -OF -WAY LINE. 11. PVC PIPE SHALL CONFORM TO UNI -BELL AND C.O.B. STANDARDS AND SHALL BE SUITABLE FOR THE RADII SHOWN ON THESE PLANS. 12. A STAMPED "S" SHALL BE CAST IN THE CURB FACE ABOVE EACH SEWER LATERAL. 40 20 0 40 80 GRAPHIC SCALE 1 "= 40' GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT -OF -WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326 -3049. 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS- GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1- 800 - 227 -2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANTS PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FORM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING S -6. 13. 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 BACK CHARGED TO THE CONTRACTOR. 14. HUNSAKER & ASSOCIATES IRVINE, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY HUNSAKER & ASSOCIATES IRVINE, INC. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACK CHARGED TO THE CONTRACTOR. 20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES. 21. THE ONSITE SEWER SYSTEM 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 INSPECTION SHALL BE WITNESSED BY THE SUBDIVIDER'S ENGINEER, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS SHALL BE CORRECTED. A RECORDED VIDEO CASSETTE, 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 SUBDIVIDER'S ENGINEER PRIOR TO ACCEPTANCE. AFTER THE SUBDIVIDER'S ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BE SUBMITTED TO THE HOMEOWNER'S ASSOCIATION. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. 25. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED 2 DAYS PRIOR TO ANY EXCAVATION. (800 -642- 2444). NOTE TO 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. FFG 7 E D C DRAWN BY: MM B A DESIGNED BY: RR N0. DATE REVISIONS ENGR. tAPPROV. DATE CHECKED BY: KK DATE 4/13 DATE 4/13 DATE 4/13 w NO. 42038 a Exp. 3/31/16 civik- ALF F C THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF). CITY STD. N0. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ® SW -2 MANHOLE, TYPE W' ® SW -3 MANHOLE, TYPE W' WITH INSIDE AND OUTSIDE DROP ❑ SW -4 MANHOLE, TYPE "B" ❑ SW -5 STANDARD 8 INCH CLEANOUT ® SW -6 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® SW -7 SEWER PIPE CONNECTION ❑ SW -8 SEWER LINE IN PIPE CASING ❑ SW -9 TYPICAL SEWER PUMPING STATION VALVE BOX ❑ SW -10 MISCELLANEOUS PUMPING STATION DETAILS ❑ SW -11 PUMPING STATION THRUST BLOCK ❑ SW -12 PUMPING STATION AIR VENT DETAIL ❑ SW -13 PUMPING STATION PIPE RESTRAINT ASSEMBLY ❑ SW -14 PUMPING STATION BLOWER FAN ❑ SW -15 DRY SEWER HOUSE CONNECTION LEGEND OF ABBREVIATIONS & SYMBOLS T.C. TOP OF CURB - -- (100) . EXIST. CONTOUR F.L. FLOWLINE ELEV. '- -100 -- PROP. CONTOUR T.G. TOP OF GRATE -- PROPERTY LINE G.B. GRADE BREAK °-- - - - - -_ !G -_ -.= DAYLIGHT LINE F.G. FINISH GRADE 2% SHEET FLOW RATE R.G. ROUGH GRADE -� - GRADED SWALE F.S. FINISH SURFACE - ti CENTERLINE INV. INVERT OF DRAIN - ` °�� _ SWALE HIGH POINT P. PAD ELEVATION - FLOWLINE F.F. FINISH FLOOR ELEV. SUBDRAIN G.F.F. GARAGE FINISH FLOOR __________ =__ _ _ AREA DRAIN B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE E.V.C. END VERTICAL CURVE - - ___` TOE OF SLOPE P.I. POINT OF INTERSECTION RETAINING WALL E.P. EDGE OF PAVEMENT FIRE HYDRANT T.W. TOP OF WALL ELEV. ;moo STREET LIGHT T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL D.F. DEEPENED FOOTING DEEPENED FOOTING L. LENGTH 0 °oF WATER METER DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION N.T.S. NOT TO SCALE ® A/C UNIT T.R.W. TOP OF RETAINING WALL t °' CONCRETE ELEV. WOOD FENCE PREPARED BY: HUNSAKER & ASSOCIATES I R V I N E I N C . PLANNING m ENGINEERING • SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583 -1010 FX: (949) 583 -0759 PHILIP D. DOWTY TRACT N0. 6444 PHASES 6, 8 & 13 SEWER IMPROVEMENT PLAN 0.01 .... M- CITY OF BAKERSFIELD, R. E. 42038 EXP. '3'/31/16 KERN COUNTY, CALIFORNIA C , ITY PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 01:4650 PM FILE: F: \06 PROJECT NO. X PERMIT NO. X SHEET 2 :ORDS N0. OF 4 Engineering \TR - 6444 -6\ Imp Plans \Imp - Sewer \SHT02.dwg 0 0. \ cn oc 0 Ld 0 D o� o m w W N° w F W T C+_ I a- CI- V ti I z c ti� C) W �o moC) C>_ �v (Z W �Z Qm tl� r1' n 00 N LN (SEWER AND STORM 4 PLAN OF TRACT 64 4 PHASES 2 AND 3 PREPEARED VEERING) PINNACLE CIVIL NG Joe No. 04-158 STREET URN SHEL 1 1 11 i I SHE LEER AND (SEW DRAIN PLAN OF TRACT 6444 HBSES 2 AND 3 PREPARED PINNACLE CIVIL ENGINEERING) JOB NO. 04 40 20 0 40 80 GRAPHIC SCALE 1 " =40" Z— L/ l N lI� TRACT BOUNDARY STOCKHOLM PLACE (PRNAiE) THE STREET STATIONING SHOWN ON SEWER LATERALS HEREON ARE DETERMINED AT THE END OF THE LATERAL AS SHOWN. G F E D C DATE DRAWN BY: MM 4/13 B DATE A DESIGNED BY. RR 4/13 N0. DATE REVISIONS DATE ENGR. APPROV. DATE CHECKED BY: KK 4/13 Z LOT LINE (TYP.) N � Q ,Of ESS to PREPARED BY: O D. ° HUNSAKER & ASSOCIATES I R V I N E I N C U-1 N0. 42038 m PLANNING ENGINEERING SURVEYING a Exp. 3/31/16 -:0 Three Hughes • Irvine, CA 92618 • PH: (949) 583 -1010 FX: (949) 583 -0759 CIVIL � T1 C F CAL 1 F O� l•/ PHILIP D. DOWTY R.C.4 42038 9 10 +34.66 >„ ,..., SEWER CONSTRUCTION NOTES: 1 INSTALL 8" SDR -35 PVC SEWER LINE 2 �--- CONSTRUCT 48" DIA. MANHOLE TYPE "A" PER C. t). B. STD. DWG SW -2 a3 -- INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.IO.B. STD. DWG. SW -7 G>— CONSTRUCT 6" SDR -35 PVC SEWER LINE 5 INSTALL SEWER LATERAL MARKER PER C.O.B. STD1 DWG. SW -1 �a�- -- CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6" PVC SDR -35 SEWER CONNECTION SEWER DATA SHEETLEGEND ® SEWER SHEET NO. TRACT BOUNDARY — 8" S— PROPOSED SANITARY SEWER —6" S— PROPOSED SANITARY SEWER ..-.S— EXISTING 8" SANITARY SEWER W EXISTING 8" SANITARY SEWER -- -- LOT LINES STREET CENTERLINE TRACT N0. 6444 PHASES 6, 8 & 13 SEWER IMPROVEMENT PLAN PROJECT NO. X PERMIT N0. X SHEET CITY OF BAKERSFIELD, 3 EXP. 3/31/16 KERN COUNTY CALIFORNIA I COY RECORDS N0. of PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 02:10:20 PM FILE: F: \0679 \Engineering \TR_6444 -6 \Imp Plans \lmp_Sewer \SHT03.dwg do F Q) 2 a� I d- d- d- v I z CL M Z° w ZE wo �© w(j Q? W) A °a N LN �o BEARING /DELTA RADIUS LENGTHI TANGENT 0 N 82° 17'49" W - 310.56' - 0 0 Q N 89 024'08" W N 53 °31 '32" W - - 342.07'I 237.70' - - 0 N 51009'04- W - 42.72' - 5 N 23 °5331 " E - 73.83' - SHEETLEGEND ® SEWER SHEET NO. TRACT BOUNDARY — 8" S— PROPOSED SANITARY SEWER —6" S— PROPOSED SANITARY SEWER ..-.S— EXISTING 8" SANITARY SEWER W EXISTING 8" SANITARY SEWER -- -- LOT LINES STREET CENTERLINE TRACT N0. 6444 PHASES 6, 8 & 13 SEWER IMPROVEMENT PLAN PROJECT NO. X PERMIT N0. X SHEET CITY OF BAKERSFIELD, 3 EXP. 3/31/16 KERN COUNTY CALIFORNIA I COY RECORDS N0. of PLOTTED BY: Ben Etemadi DATE: Oct. 06, 2015 02:10:20 PM FILE: F: \0679 \Engineering \TR_6444 -6 \Imp Plans \lmp_Sewer \SHT03.dwg do F Q) 2 a� I d- d- d- v I z CL M Z° w ZE wo �© w(j Q? W) A °a N LN �o -c: • I go. NOTE: ALL STATIONING IS BASED ON SEWER CENTERLINE DATA UNLESS OTHERWISE NOTED 40 20 0 40 80 GRAPHIC SCALE 1 "= 40' (SEWER AND STORM DRAIN PLAN OF TRACT 6444 PHASES 2 AND 3 PREPARED BY k PINNACLE CIWL ENGINEERING) JOB NO. 04 -158 TOSCAM DRIVE Z IW Z C) 2 W1 Z p h W oc -e* Q Z �- LZ W L4- 3 (z cx (SEWER AND STORM DRAIN PLAN OF TRACT 6444 PHASES 2 AND 3 PREPARED BY PINNACLE CML ENGINEERING) JOB NO. 04 -158 LOT LINE (TYP.) i6oa N� Lo � TRAFFORD PLALP%t L EG F D B EA N0. DATE C REV'SIONS ST G +91.55 U 2 8 V 16 6 +53.49 CONST. � =ST 1 +57.3,x., 5.0'LT ✓ z SS 5 5 C: -' �T BOUNDARY i— By: MN 4/13 Dk_ DSG;Ne BY: RR 4/13 ENGR. APPROV. DAT= C�EGc� BY: KK I 4/13 co Q w NO. 42-ZM Ex- 3/3' /' 6 �9r crV�t F �A s �: Ion 0 SEWER CONSTRUCTION NOTES: �- INSTALL °- 8" SDR -35 PVC SEWER LINE W 2 CONSTRUCT 48" DIA. MANHOLE TYPE 'A" PER C.O.B. 3 INSTALL TD. DWG. SW -2 Q 4" SDR -35 PVC SEWER LATERAL PER C.O.B. ISTD. DWG. SW -7 CONSTRUCT 6" SDR -35 PVC SEWER LINE RZ 5 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. a--- CORE DRILL SW -1 INTO EX MANHOLE SHAFT AND MANHOLE REPOUR MANHOLE BASE PER BASE, RECHA NNEL C. 0. B. STD. DWG. SW -3 PVC SDR -35 SEWER CONNECTION FOR NEW 6- 6EARING /DELTA N 29 025 54 W N 89 024'08" W N 13 °09'06° E N 28 °53'59" E SEWER DATA RADIUS LENGTH TANGENT 295.61' _ 103.49' _ 70.01' _ - 66.74' 5 N 75 °3351 1:1 W 48.4 1 ' _ ca SHEETLEGEND W ® z SEWER SHEET N0. a. I THE STRE -T STAIONING SHOWN ON SEWER PHASE BOUNDARY d LATERALS FEREON ARE DETERMINED AT THE END OF 7)-Z' LA LRAL AS SHOWN. 18 "S- PROPOSED 8" SANITARY SEWER 0 '6'S— PROPOSED 6" SANITARY SEWER v S EXISTING 8" SANITARY SEWER ti W EXISTING 8" SANITARY SEWER i z — - - — LOT LINES Q. STREET CENTERLINE z W V moo° PFD =PARED BY: ASSOCIATES TRACT NOPROJECT • 6444 N0. W v HUNSAKER &CIATES W� I R V " E. IfVC PHA SES . � e— PERMIT N0. � Z PLANNING E''+�EQING SURVEYING ;u r %40'as • Irvine, CA 92618 PFt "1 383 -1010 FX .-(9 91 ia3 -0759 ' LLLL%%%%�LLL Q Thre SEWER IMPRbVEMENT SHEET V- P c� r LAN XPHluiprp- COwTY E. 42038 EXP. 3�31�16 ���� ���� 4 ,� N KERN COUNTY, CALIFORNIA PLOTTED BY: Ben Etemadi DATE: Oct. 20, 2015 01:4 CITY RECOl�DS N0. - /. /, (,¢ _� �.; OF 4 o 5.19 PM FI E. F. \0679 \Engineering \TR_6444 -6 \Imp Plan,i3 \Imp_Sewer \SHT04.dwg 114�4� NO ALL STATIONING IS BASED ON SEWER CENTERLINE DATA UNLESS OTHERWISE NOTED 40 20 0 40 80 GRAPHIC SCALE 1 "= 40' (SEWER AND STORM DRAIN � PLAN OF TRACT 6444 PHASES 2 AND 3 PREPARED BY x PINNACLE CIVIL ENGINEERING)' JOB NO. 04 -158 TOSCANA DRIVE Ck ='mW0,V O Q_ La 75 W W�Ci 6CL.; L03 a. ~OLLz �.I N Z �g a a (SEWER AND STORM DRAIN PLAN OF TRACT 6444 PHASES 2 AND 3 PREPARED BY PINNACLE CIVIL ENGINEERING) JOB NO. 04 -158 le LOT LINE (TYP.) TIMFFORD PLACE F E D C B A N0, DATE REVISIONS ST 0 +91.56 TRACT BOUNDARY v v i VJ.TJ IiV /YJI, =ST 1 +07,33- 57. 0 /1T 2 q DATE NO. 42038 DRAWN BY: mm 4/13 EXP• 3/31/16 DATE DESIGNED BY: RR 4/13 9l�0 CAL Fp�� DATE LENGRAPPROV. DATE CHECKED BY: KK 4/13 THE STREET STATIONING SHOWN ON SEWER LATERALS HEREON ARE DETERMINED AT THE END OF THE LATERAL AS SHOWN. PREPARED BY: HUNSAKER & ASSOCIATES Z I R V 1 N E I N C PLANNING • ENGINEERING SURVEYING ;o Three Hughes • Irvine, U 92618 • PH: (949) 583 -1010 FX: (949) 583 -0759 c � SEWER CONSTRUCTION NOTES_: 1 INSTALL 8" SDR -35 PVC SEWER LINE 22 --� CONSTRUCT 48" DIA. MANHOLE TYPE "A' PER C.O.B STD. DWG. SW -2 3 INSTALL 4" SDR -35 PVC SEWER LATERAL PER C.O.B. STD. DWG. SW -7 - CONSTRUCT 6" SDR -35 PVC SEWER LINE 5 INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. SW -1 V CORE DRILL INTO EX MANHOLE SHAFT AND MANHOLE BASE, RECHANNEL REPOUR MANHOLE BASE PER C.O.B. STD. DWG. SW -3 FOR NEW 6" PVC SDR -35 SEWER CONNECTION SEWER DATA Q BEARING /DELTA RADIUS LENGTH Q iN 29 02545" W _ TANGENT 295.61' 0 IN 89 °24'08" W - 103.49' _ Q N 13 °09'06" E - 70.01' _ Q N 28 05359" E _ 66.74 , _ 5 /N 75 °33'51 " W - 48.4 1 ' _ HULA m m "-8" S— —6" s S� —W TRACT N0. PHASES 161 8 SHEETLEGEND SEWER SHEET N0. PHASE BOUNDARY PROPOSED 8" SANITARY SEWER PROPOSED 6" SANITARY SEWER EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER LOT LINES STREET CENTERLINE 6444 & 13 SEWER /MPROVEMENr P/ A ' z� '� CITY OF BAKERSFIELD, PHILIP D. DOWTY E. 42038 EXP 3/31/16 —10 KERN COUNTY, CALIFORNIA PLOTTED BY: Ben Etemadi DATE: Oct. 20 2015 Crff RECORDS N�' �'�• �� � '� � _�' OF 01:45:19 PM FILE: F: \0679 \Engineering \TR - 6444 -6 \Imp Plans \Imp_Sewei I.. I C� LN o� 4 �o SHT04.dwa I co W i I d- tl- 0 z v ti I Z Cj_� zo W Ci �O PROJECT N0. cr X� PERMIT NO. Z m SHEET KERN COUNTY, CALIFORNIA PLOTTED BY: Ben Etemadi DATE: Oct. 20 2015 Crff RECORDS N�' �'�• �� � '� � _�' OF 01:45:19 PM FILE: F: \0679 \Engineering \TR - 6444 -6 \Imp Plans \Imp_Sewei I.. I C� LN o� 4 �o SHT04.dwa I