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Home My WebLink About5.2-10307LEGEND C/L P/L R/W B.C.R. E.C.R. P.O.V.C. P.I.V.C. P.I. B.C. E.C. P.R.C. STA. FL E.P. NOR. DEP. () C.B. S.D. W S CENTERLINE PROPERTY LINE RIGHT-OF-WAY BEGINNING OF CURD RETURN END OF CURB RETURN POINT ON VERTICAL CURVE POINT IN VERTICAL CURVE POINT OF INTERSECTION DEGINNING OF CURVE END OF CURVE POINT OF REVERSE CURVE STATION FLOWLINE TOP OF CURVE EDGE OF PAVEMENT NORMAL DEPRESSION FINISHED PAD ELEVATIONS EXISTING ELEVATIONS CATCH BASIN STORM DRA~N WATER SEWER VICINITY MAP NTS ~0' PRIVATE EASEMENT. II SEE SHEET S~-2 LOCATION MAP SCALE : 1" = 200' CITY OF BAKERSFIELD COUNTY OF KERN, CALIFORNIA BENCH MARK TOP OF 2" IRON PIPE IN LAMPHOLE AT CENTER LINE INTERSECTION OF WHITE LANE AND WlBLE ROAD. ELEV.=571.02 CITY OF BAKERSFIELD DATUM. SEWER IMPROVEMENT PLANS FOR SHEET TITLE //~SR-1 COVER SHEET SR-2 PLAN & PROFILE SHEET PARCEL MAP 10307 SEWER IMPROVEMENT NOTES A GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND SUPERVISION NECESSARY TO COMPLETE NSTALLATION IN CONFORMANCE WITH CITY OF BAKERSFIELD STANDARDS, THE UNIFORM BUILDING CODE, AND OTHER ADOPTED POLICIES. MANHOLE SEWER EA 2 4" SEWER LATERAL LF 50 6" SEWER LATERAL LF 160 CLEANOUT SEWER EA 2 DROP INLET EA 2 GUTTER DEPRESSIONS LF 24 18" CL IV RCP RGJ LF 92 MANHOLE DRAINAGE EA 1 UTILITY SEARCH B ,4, 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 INTRUSIONS, 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 RECOMMENDATIONS; WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PiPE AND FITTINGS SHALL BE INSTALLED WITH THE CURRENT ASTM SPECIFICATION D-2521. ONLY CLASS I, II, AND II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. WYE FITTINGS 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. THE ENGINEER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED UTILITY COMPANIES AND OTHERWISE ENDEAVORED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF THE WORK OF THIS PROJECT. HOWEVER, SINCE THE LOCATIONS AND DESCRIPTIONS WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS THE ENGINEER DOES NOT ASSUME RESPONSIBILITY FOR ERRORS OR OMISSIONS. THE CONTRACTOR SHALL CONTACT THE OWNERS OF THE UNDERGROUND FACILITIES AND REQUEST THEY LOCATE AND MARK ON THE GROUND THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING EXCAVATION FOR ANY CONSTRUCTION INCLUDING BUT NOT LIMITED TO SEWER LINES, WATER LINES, STORM DRAINS, STREETS, ETC., AND PRIOR TO BRINGING ANY ADDITIONAL MEN OR EQUIPMENT ON THE JOB, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND REPORT TO THE ENGINEER SAID LOCATIONS AND ANY POSSIBLE CONFLICT WITH THE WORK TO BE PERFORMED. THE ENGINEER SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE REQUIRED AND PREPARE ANY NECESSARY REVISIONS TO THE PLANS PRIOR TO THE CONTRACTOR PROCEEDING WITH ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES. NO EXTRA COMPENSATION WILL BF ALLOWED FOR EXTRA COSTS INCURRED DUE TO CONTRACTOR'S FAILURE TO STRICTLY FOLLOW THIS PROCEDURE. 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 AND SW-5, AND SECTION S70-1.02H OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEAN-OUTS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW-9, EXCEPT AS NOTED ON PLANS. COMPACTION TESTS WILL BETHE SUBDIVtDER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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. RECORD DRAWING A IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTORS SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL(S) HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL(S). CALL 1-800-642-2444 FOR CITY OF BAKERSFIELD //~ 10. ALL EXISTING PAVING AND SURFACING REMOVED. DAMAGED, OR .DAT.F.: 4' ~z. ov CERTIFICATE UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY I HEREBY ~N~y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN oNOF BAKERSFIELDpLANS. STANDARD DRAWING SW-3, EXCEPT AS NOTED ........ ff ...... ]~'~-~]~-~-SHALL BE CORRECTED DURING CONSTRUCTION. //~ 11. ALL LATERALS SHALL BE, 4-" iN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTENDED 4- MINIMUM BEYOND PROPERTY LINE. 12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED CRITERIA. I AM RESPONSIBLE FOR ALL CALCULATrONS AND DRAWINGS, AT THE ,,PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL EXCEPT FOR THE LOCATIONS AND DESCRIPTIONS OF EXISTING MARKER DETAIL ON DETAIL SHEET. UTILITIES OR OTHER INFORMATION FROM RECORD ON THESE PLANS. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF ORDINANCES OR STANDARDS 1,.3. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS IV PER ASTM SPECIFICATION C-76, EXCEPT AS NOTED ON PLANS. 14. 15. WATER JETTING FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. ~ ¢ ..~.__.~ -"'~ "~'"'~. ' ~. '~ MANHOLES SHALL BE TYPE 'A' FOR PIPES UNDER 48" IN DIAMETER AND TYPE 'B' FOR PIPES 48" iN DIAMETER OR APPROVED BY: ROBERT P. LUSICH R.C.E. 58455 DATE LARGER, UNLESS NOTE OTHERWISE. 16. 17. 18. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-64-2-2444. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY OF BAKERSFIELD CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS' NOTICE. TELEPHONE (805)326-,3049 SEWER LATERALS SHALL BE A MINIMUM OF 2.25' D~EP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2,5' BEEP AT FLOWLINE. : CITY ENGINEERING SERVICES MANAGER EW~ FOR IMPROVEMENTS IN CITY RIGHT OF WAY DATE //~ 19. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL 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 SLOES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTED 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 W~TH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY" FORM, AND A WRTITTEN 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 THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. APPROVED BY: CITY ENGIN EE~(_/ RAUL M. ROJAS, R.C.E. 59880 EXP. 12/51/01 COMPACTION TESTS THE NUMBER AND CITY ENGINEER. DATE WILL BE THE RESPONSIBILITY OF THE DEVELOPER. LOCATION OF TESTS WILL BE DETERMINED BY THE REVISION BY 1st PLN8_2 CHK AS-BU L 810307.701 PARCEL 1 PRIVATELY MAINTAINED 7090 e990 r~ T --385.4-; - - G 14+00 15+00 25' NDE PUBLIC ROAD --30' ~DE PUBUC HIGHWAY EASEMENT. EASEMENT. E WHITE LANE - PLAN VIEW PARCEL 2 8TD CLEANOUT ELEV. 63.35 O0 IOOLF 6" PVC ASTM 5034 SDR 35 SEWER LATERAL SLOPE AND WYE WITH 12' STUB EAST MINIMUM 2% ADJUST TO CLEAR UTILITIES PARCEL 3 STD CLEAN OUT ELEV. 61.35 INSTALL 60LF 6" PVC ASTM 3034 SDR 35 SEWER LATERAL SLOPE AND WYE WITH 12' STUB EAST MINIMUM 2% ADJUST TO CLEAR UTILITIES -./, - 65.07, 18+00 PUBLIC STREET EASEMENT. - CL WHITE LANE 19!00 Z 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 71 69¸ 68- i ! SHOWN 45' OUT OF POSITION NORTH FL - WHITE LANE SCALE : 1" = 40' (HOP) SCALE : 1" = 1' (VER) 71 t ~ ~ PLACE SLURRy SEE "NOTE" TBIS SHEET 69 I /'\ PAVEUENT SECTION (~S% CO~PACTIOi~ ZONE} - i ~ I ~i AFTERi COMPLETION OF SUBGRADE FOR ! %SHOWNi90' OUT DF POSITION 67 6" SEWER LATERAL 4O BENCHMARK TOP OF 2" IRON PIPE IN LAMPHOLE AT CENTERLINE INTERSECTION OF WHITE LANE AND WlBLE ROAD. ELEV=571.02 CITY OF BAKERSFIELD DATUM. CONSTRUCTION NOTES (~) INSTALL 26LF 18" CL IV PCP RGJ S=0.1% ~ INSTALL IOLF 18" CL IV PCP RGJ AND PLUG NORTH S=0.1% (~) INSTALL 56LF 18" CL IV PCP RGJ S=0.1% (~) INSTALL 8LF 18" CL IV PCP RGJ AND PLUG NORTH S=0.1% REMOVE (E) DI AND CONSTRUCT MANHOLE PER COB STANDARD D-17 AND CONNECT TO EXISTING INSTALL DROP INLET IN A SAG PER PLATE COB STANDARDS D-14 AND D-15, W=6'O". NOTE: CONTRACTOR TO PROVIDE~BACKFILL FOR ALL 18" CL IV PCP RGJ TO TOP OF PIPE PER CALTRANS SECTION 65-1.055 CONCRETE MIX SHALL BE 4 SAC. GRAPHIC SCALE 20 40 80 160 ( IN FEET ) 1 inch = 40 ft, RECORD DRAWING SCANNED REVISION BY 1st PLN CHK 8-28-98 AMF z ~6~ SR-2 2