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HomeMy WebLinkAbout1.2-6553 Unit 1CI TY OF BAKERSFIELD TRACT 6553 UNIT NO. 1 A ND 2 SANITARY SEWER AND STORM ASHELAND MEADOWS AADTP-RIAI q I ITT l INIT 1 CITY STD. TYPE "A" NS STANID $.EWER PLA_ ARD NOTES I 21 EA 1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD 5215 LF 4' SS LATERALS EXCEPT AS NOTED HEREIN. 3120 LF 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. 869 LF 3. CONTACT JOHN LAMAR AT (661)399-6411 ONE WEEK PRIOR TO ANY CONSTRUCTION TO 10 EA CATCH BASIN TYPE SCHEDULE A PRE - CONSTRUCTION MEETING. 9 EA 4. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT (USA) AT LEAST 3 DAYS 24' SD PIPE RCP W RGJ PRIOR TO ANY CONSTRUCTION AT (800)227 -2600. 18" SD PIPE RCP 5. ALL DROP MANHOLES -SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD 22. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR STANDARD DETAIL S -7. JOINTS (R.G.J.). 6. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 35. STANDARD DETAIL ST -22 (1.4.2.6). 18, 7. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART 8. EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR OFFSITE - MOUNTAIN OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 369, IN ORDER TO VIEW AND RECORD THE TOP AND 20. ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE 10, REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS 21 • OFFSITE - MOUNTAIN MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS 11, CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE " CHAIN OF CUSTODY' FORM. THE SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. 24. 8. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME > z STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITHSTAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING Q THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE INFORMATION SHOWN. NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 9. SECTION 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) 3 6. STORM DRAIN - ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 FOR „ OF CONSTRUCTION TO FIELD LOCATE UTILITIES, CALL UNDERGROUND SERVICE ALERT (U.S.A.) FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, RUBBER GASKETED JOINTS. 5; FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL AT 1 -800 -227 -2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE 37, 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 WHENEVER POSSIBLE, SEWER LINES SHALL BE LAID OUT IN A STRAIGHT LINE BETWEEN STRUCTURES. CURVED WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS IN. THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF APPROVED BY THE CITY OF BAKERSFIELD. SEWER LINES WILL BE ALLOWED UNDER THE FOLLOWING CONDITIONS: C) INSTALLATION. PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321, ONLY THE. CONTRACTORS FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING CLASS 1, Il, Ill. EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. i D) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER MANUFACTURER AND APPROVED BY THE CITY ENGINEER. ALIGNMENT SHALL BE CONCENTRIC TO STREET THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 26... 10. SECTION .1.4.2.5 LATERALS AND STUBS OR EASEMENT CENTERLINE. C. ALL DEFLECTIONS SHALL BE AT THE PIPE JOINTS OR BY SPECIALLY MITERED PIPE SECTIONS. ACTUAL A) ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. E. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON - CONCENTRIC TO CURVED EASEMENT B) WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE SHOD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT tLkL ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OR STREET CENTERLINES ANY NON - METALLIC SEWER LINE SHALL HAVE A N0. 10 BARE SOFT COPPER OF THE MAIN. SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 11. SECTION 1.4.3, MANHOLES AND CLEANOUTS (LAMPHOLES) 0 BROUGHT UP TO THE MANHOLE FRAMES AT EACH END F. IDENTIFICATION TAPE, D ESIGNED FOR USE ON SEWERS, SHALL. BE PLACED ON TOP OF THE SEWER MAIN ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS MAY E NECESSARY. S -7 AND S -8 AND SECTION 70 -1.02H AND 70 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN TAE : SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S -20. 12. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL 38. C900 PVC PIPE FOR SEWER FORCE MAINS. ABOUT THE SITE OF WORK. 13. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO A. PVC PIPE SHALL CONFORM TO AWWA C900 DR 18, BELL & SPIGOT TYPE. COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE MONUMENTS COMP ACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR w APPROVAL FROM THE CITY. 14. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE - TRIC TO CURVED EASEMENT 3 . Ihfi TIDE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON CONCEN 24 HOUR NOTICE (661)326 -0349. Q 15. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE V PIPE SHALL NOT DEVIATE FROM STRAIGHT BY MORE THAN 1/16 INCH PER FOOT (CAMBER) WHEN E. PVC UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO 4 DET'�CT WIRE PLACES OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE FINISH GRADE AFTER PAVING IS COMPLETED. THE MAXIMUM OFFSET IS MEASURED FROM THE CONCAVE SIDE OF THE PIPE 16. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 4' BEYOND PROPERTY -LINE AND MARKED WITH A LATERAL MARKER PER CITY STD. SW -1, AND WITH A 3" HIGH "S" ON TOP OF CURB. MINIMUM COVER FOR SEWER LATERALS AT THE GUTTER FLOWLINE SHALL BE 2.5' AND AT THE PROPERTY LINE SHALL BE 2.25'. WATER SERVICES SHALL BE MARKED WITH A "W". PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN WATER SERVICE TAPS. 17. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF -SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION PE RMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL EROSION FROM THE SITE THROUGHOUT THE ONE YEAR WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS. 18. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 19. CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 2O. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING CI TY OF BAKERSFIELD TRACT 6553 UNIT NO. 1 A ND 2 SANITARY SEWER AND STORM ASHELAND MEADOWS AADTP-RIAI q I ITT l INIT 1 CITY STD. TYPE "A" SSMH 21 EA 8" PVC SS PIPE MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE PIPES SHALL BE PERFORMED PER THE 5215 LF 4' SS LATERALS CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL_ PERMITS, INSPECTIONS, AND 3120 LF 8" PVC VENT PIPE GIBES DRIVE 869 LF CITY STD. TYPE "A' SDMH 10 EA CATCH BASIN TYPE B 9 EA CITY STD. SD OUTLET 1 EA 24' SD PIPE RCP W RGJ 1610 LF 18" SD PIPE RCP W RGJ 910 LF ASHELAND MEADOWS AA4TP-R1A1 C I ICT I ]NIT i CITY STD. TYPE "A" SSMH 21 EA 8" PVC SS PIPE MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE PIPES SHALL BE PERFORMED PER THE 4949 LF 4' SS LATERALS CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL_ PERMITS, INSPECTIONS, AND 3630 LF 15" PVC SS PIPE GIBES DRIVE 999 LF CITY STD. TYPE "A' SDMH 11 EA CATCH BASIN TYPE B 10 EA CITY STD. SD OUTLET 1 EA 24' SD PIPE RCP W RGJ 1008 LF 18" SD PIPE RCP W RGJ 1310 LF KEY MAP 200' 0' 200' SCALE: 1 200' T z NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND /OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. LI a SHEET 17 E BERKSHIRE ROAD _xzx o a o �w �a _ � 3 C\ W TOO 3 a � 3 W �a - � 3 McCUTCHEN ROADi OFFSITE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS /AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO. STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. REVIEWED BY: CITY OF BAKERSFIELD to- lox w0000f. rfl77qoop_OF PUBLIC WORKS DIRECTOR BATE BAKERSFIELD APPROVED BY: PUBLIC ORKS DIRECTOR -CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 - EXP. 12 -31 -07 ENGINEERS CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 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, OMMISIONS OR VIOLATIONS OF THOSE ORDINANCES -, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. D •'V k in tL JU 1 # �3 L i ' SHEET INDEX REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS " EXTRA WORK". 32. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE PIPES SHALL BE PERFORMED PER THE COVER SHEET 21 . CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL_ PERMITS, INSPECTIONS, AND CITY OF BAKERSFIELD SUBD IVISION DESIGN- MANUAL, SECTION 1.3.2.1 and 1.3.2.2. 24 HOUR NOTICE GIBES DRIVE 13. MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY, 3, SHALL BE REQUIRED FOR TEST AND INSPECTION. 14, CARROTWOOD AVENUE N INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. CONSTRUCTION 33. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. 15, MENSEN DRIVE TI N MAY BE NOTIFIED AT (661) 326 -3049 THE SEC 0 34. ALL STORM DRAIN PIPE TO BE CLASS III REINFORCED CONCRETE PIPE (R.C.PW/ RUBBER GASKET 16, 22. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR 6. JOINTS (R.G.J.). 17. BERKSHIRE ROAD TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 35. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO 18, 23 CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND 8. EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION 19. OFFSITE - MOUNTAIN OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING 9. CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 369, IN ORDER TO VIEW AND RECORD THE TOP AND 20. - ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE 10, SHALL BE WITNESSED BY THE CITY'S SIDES OF THE PIPE AS REQ UIRED. THE VIDEO INSPECTION 21 • OFFSITE - MOUNTAIN TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 11, CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE " CHAIN OF CUSTODY' FORM. THE 22• 24. THEIR APPROXIMATE TH EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN E SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF o N R N LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME > z CUSTODY' FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE Q THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE V� AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE INFORMATION SHOWN. SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 25.. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE 3 6. STORM DRAIN - ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH „ OF CONSTRUCTION TO FIELD LOCATE UTILITIES, CALL UNDERGROUND SERVICE ALERT (U.S.A.) RUBBER GASKETED JOINTS. 5; AT 1 -800 -227 -2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE 37, ALIGNMENT: TH EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED E WHENEVER POSSIBLE, SEWER LINES SHALL BE LAID OUT IN A STRAIGHT LINE BETWEEN STRUCTURES. CURVED IN. THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF SEWER LINES WILL BE ALLOWED UNDER THE FOLLOWING CONDITIONS: THE. CONTRACTORS FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING A. ALL CURVE DATA SHALL BE SHOWN ON THE PLANS. B. MINIMUM RADIUS OF CURVATURE AND JOINT DEFLECTIONS SHALL BE AS RECOMMENDED BY THE PIPE i OF .CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED MANUFACTURER AND APPROVED BY THE CITY ENGINEER. ALIGNMENT SHALL BE CONCENTRIC TO STREET 26... INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. ALL, EXISTING REMAINING UTILITIES AND RE MAINING IMPROVEMENTS IN PUBLIC RIGHT -OF -WAY OR EASEMENT CENTERLINE. C. ALL DEFLECTIONS SHALL BE AT THE PIPE JOINTS OR BY SPECIALLY MITERED PIPE SECTIONS. ACTUAL THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE BENDING OF THE PIPE ITSELF WILL NOT BE ALLOWED. D. A MANHOLE SHALL BE CONSTRUCTED AT THE B.C. �,ND E.C. OF ALL CURVES. SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTORS SOLE EXPENSE. E. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON - CONCENTRIC TO CURVED EASEMENT SHOD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT tLkL OR STREET CENTERLINES ANY NON - METALLIC SEWER LINE SHALL HAVE A N0. 10 BARE SOFT COPPER J SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE OF THE PIPELINE. QUAD KNOPF ENGINEERING, INC. AT (661) 861 -0997 FOR SUCH FURTHER EXPLANATIONS AS 0 BROUGHT UP TO THE MANHOLE FRAMES AT EACH END F. IDENTIFICATION TAPE, D ESIGNED FOR USE ON SEWERS, SHALL. BE PLACED ON TOP OF THE SEWER MAIN MAY E NECESSARY. ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER 28: ' TAE : SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM LATERALS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO THE RIGHT OF WAY LINE. RA1 INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE 38. C900 PVC PIPE FOR SEWER FORCE MAINS. _ ST RII DRAIN SYSTEM. A. PVC PIPE SHALL CONFORM TO AWWA C900 DR 18, BELL & SPIGOT TYPE. . 29. _ COMP ACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER B. PIPE FITTINGS SHALL BE DUCTILE IRON BELL & SPIGOT FITTINGS CONFORMING TO AWWA C111 w ; ANf LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. C. EACH LENGTH OF PIPE SHALL BE MARKED WITH THE APPLICABLE ASTM, DR, PRESSURE CLASSIFICATION - TRIC TO CURVED EASEMENT 3 . Ihfi TIDE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON CONCEN NOMINAL PIPE SIZE, AND MANUFACTURER'S NAME OR TRADEMARK. D. A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED FROM THE PIPE MANUFACTURER. Q OR STREET CENTERLINES, ANY NON- METALLIC SEWER LINE SHALL HAVE A N0. 10 BARE SOFT COPPER V PIPE SHALL NOT DEVIATE FROM STRAIGHT BY MORE THAN 1/16 INCH PER FOOT (CAMBER) WHEN E. PVC 4 DET'�CT WIRE PLACES OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE THE MAXIMUM OFFSET IS MEASURED FROM THE CONCAVE SIDE OF THE PIPE KEY MAP 200' 0' 200' SCALE: 1 200' T z NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND /OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. LI a SHEET 17 E BERKSHIRE ROAD _xzx o a o �w �a _ � 3 C\ W TOO 3 a � 3 W �a - � 3 McCUTCHEN ROADi OFFSITE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS /AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO. STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. REVIEWED BY: CITY OF BAKERSFIELD to- lox w0000f. rfl77qoop_OF PUBLIC WORKS DIRECTOR BATE BAKERSFIELD APPROVED BY: PUBLIC ORKS DIRECTOR -CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 - EXP. 12 -31 -07 ENGINEERS CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 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, OMMISIONS OR VIOLATIONS OF THOSE ORDINANCES -, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. D •'V k in tL JU 1 # �3 L i ' SHEET INDEX Z 1.. COVER SHEET 12, POMERADO WAY 2. GIBES DRIVE 13. SARIO DRIVE & SE. LERS WAY 3, UPTON AVENUE & EPLEY COURT 14, CARROTWOOD AVENUE ul 4, KINNETT AVENUE 15, MENSEN DRIVE 5, VIRDEN DRIVE 16, SANTANDER WAY AND POYER DRIVE 6. MESTO WAY 17. BERKSHIRE ROAD 7, TREJO DRIVE 18, GOZUM DRIVE 8. MILUNGTON AVENUE ­- 19. OFFSITE - MOUNTAIN RIDGE DRIVE 9. I'll I'lill Fill MOUNTAIN RIDGE DRIVE 20. OFFSITE - MOUNTAIN RIDGE DRIVE 10, MOUNTAIN RIDGE DRIVE 21 • OFFSITE - MOUNTAIN RIDGE DRIVE 11, MOUNTAIN RIDGE DRIVE 22• DETAILS CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -.OF -WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR- PRIOR TO DISTURBANCE OR REMOVAL `OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. BENCHMARK, TOP OF CONCRETE MONUMENT AT THE SOUTH LINE OF TRACT N0. 5699 PHASE ONE AND THE CENTERLINE OFF GOLDEN GATE WAY FER C.O.B. BENCH MARK BOOK ELEVATION= 366.37' U.S.G.S. 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