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HomeMy WebLinkAbout1.2-6553 Ph 1 & 2 Record DrawingPLANS ST 1 . ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN. 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. 3. CONTACT JOHN LAMAR AT (661)399-6411 ONE WEEK PRIOR TO ANY CONSTRUCTION TO SCHEDULE A PRE -CONSTRUCTION MEETING. 4. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT (USA) AT LEAST 3 DAYS PRIOR TO ANY CONSTRUCTION AT (800)227-2600. 5. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL S-7. 6. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 (1.4.2.6). 7. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS, OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. 8. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR 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 STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE 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) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 FOR FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS 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 RECOMMENDATION. 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, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. D) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 10. SECTION 1.4.2.5 LATERALS AND STUBS A) 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. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. B) WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 11. SECTION 1.4.3, MANHOLES AND CLEANOUTS (LAMPHOLES) ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7 AND S-8 AND SECTION 70-1.02H AND 70-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 12. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 13. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE MONUMENTS AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY. 14. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 24 HOUR NOTICE (661)326-0349. 15. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 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 PERMIT 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. 20. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING CITY OF BAKERSFIELD TRACT 6553 UNIT NO. 1 AND 2 SANITARY SEWER AND STORM ASHELAND MEADOWS MATFRIAI 1� I IST HNIT 1 CITY STD. TYPE "A" SSMH 21 EA 8" PVC SS PIPE 21. 5215 LF 4' SS LATERALS CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 and 1.3.2.2. 24 HOUR NOTICE 3120 LF 8" PVC VENT PIPE �w 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 KAATFRIAI '::� I IcT HNIT 9 CITY STD. TYPE "A" SSMH 21 EA 8" PVC SS PIPE 21. 4949 LF 4* SS LATERALS CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 and 1.3.2.2. 24 HOUR NOTICE 3630 LF 15" PVC SS PIPE �w 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 BROUGHT UP TO THE MANHOLE FRAMES AT EACH END OF THE PIPELINE. S KEY MAP - 200' 0' 200' SCALE: 1 "= 200' NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONST4UCTION 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. 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 21. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND CARROTWOOD AVENUE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 and 1.3.2.2. 24 HOUR NOTICE BERKSHIRE ROAD MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY �w SHALL BE REQUIRED FOR TEST AND INSPECTION. SANTANDER WAY AND CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. 33. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. o: THE SECTION MAY BE NOTIFIED AT (661) 326-3049 34. ALL STORM DRAIN PIPE TO BE CLASS III REINFORCED CONCRETE PIPE (R.C.P.) W/ RUBBER GASKET 22. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR Z JOINTS (R.G.J.). OFFSITE - MOUNTAIN TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 35. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO 23. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND DETAILS EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION o co W OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING C CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND .L. ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE - SIDES OF THE PIPE AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE (CITY'S TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. Q CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE 'CHAIN OF CUSTODY' FORM. THE 24. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE w Q SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN "CHAIN a LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED OF 0 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 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 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 36. 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. AT 1-800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE 37. ALIGNMENT: THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED 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 CONTRACTOR'S 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 OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED NRAND BY THE CITY ENGINEER. ALIGNMENT SHALL BE CONCENTRIC TO STREET ROAD: INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. ERLNEAPPROVED OREASEMENTCENTERLINE. 26. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY 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. AND E.C. OF ALL CURVES. SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. E. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT 27. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT OR STREET CENTERLINES ANY NON-METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER 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 "QUAD KNOPF ENGINEERING, INC." AT (661) 861-0997 FOR SUCH FURTHER EXPLANATIONS AS BROUGHT UP TO THE MANHOLE FRAMES AT EACH END OF THE PIPELINE. PLACED ON TOP OF THE SEWER MAIN F. IDENTIFICATION TAPE, DESIGNED FOR USE ON SEWERS, SHALL BE MAY BE NECESSARY. ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER THE 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. DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE 38. C900 PVC PIPE FOR SEWER FORCE MAINS. STORM DRAIN SYSTEM. !U A. PVC PIPE SHALL CONFORM TO AWWA C900 DR 18, BELL & SPIGOT TYPE. 29. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER B. PIPE FITTINGS SHALL BE DUCTILE IRON BELL & SPIGOT FITTINGS CONFORMING TO AWWA C111 AND 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 31. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT NOMINAL PIPE SIZE, AND MANUFACTURER'S NAME OR TRADEMARK. HAVE COPPER D. A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED FROM THE PIPE MANUFACTURER. OR STREET CENTERLINES, ANY NON-METALLIC SEWER LINE SHALL A NO. 10 BARE SOFT � E. PVC PIPE SHALL NOT DEVIATE FROM STRAIGHT BY MORE THAN 1/16 INCH PER FOOT (CAMBER) WHEN DETECTOR 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 BROUGHT UP TO THE MANHOLE FRAMES AT EACH END OF THE PIPELINE. S KEY MAP - 200' 0' 200' SCALE: 1 "= 200' NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONST4UCTION 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. OFFSITE, NTS 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. 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. VICINITY MAP Iffs REVIEWED BY: CITY OF BAKERSFIELD 90S T PUBLIC WORKS DIRECTOR DATE 04F' BAKERSFIELD APPROVED BY: PUBLIC'WORKS 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. ' UA TRk�� �1_ RECUM Di ^- , : % V_l . t SHEET INDEX 1.. COVER SHEET 2. GIBBS DRIVE 3. UPTON AVENUE & EPLEY COURT 4. KINNETT AVENUE 5. VIRDEN DRIVE 6. MESIO WAY 7. TREJO DRIVE 8. MILLINGTON AVENUE 9. MOUNTAIN RIDGE DRIVE 10. MOUNTAIN RIDGE DRIVE 11. MOUNTAIN RIDGE DRIVE SUE 9iF, r v N5489,�/ cr) 9 �c 1,1,Exp. 6-30-� i sT cl vv�� o �F OF C N\%F� 12. POMERADO WAY r'1 13. SARIO DRIVE & SELLERS WAY SHEET 17 CARROTWOOD AVENUE �CL BERKSHIRE ROAD MENSEN DRIVE �w 16. SANTANDER WAY AND POYER DRIVE 17. :F o: 18. GOZUM DRIVE J W 19. 'w Z 20. OFFSITE - MOUNTAIN RIDGE DRIVE 21. OFFSITE - MOUNTAIN RIDGE DRIVE 22. DETAILS o co W m C p� z .L. .V - o _! w Q It CL w Q a o 0 x: z o. O ROAD: OFFSITE, NTS 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. 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. VICINITY MAP Iffs REVIEWED BY: CITY OF BAKERSFIELD 90S T PUBLIC WORKS DIRECTOR DATE 04F' BAKERSFIELD APPROVED BY: PUBLIC'WORKS 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. ' UA TRk�� �1_ RECUM Di ^- , : % V_l . t SHEET INDEX 1.. COVER SHEET 2. GIBBS DRIVE 3. UPTON AVENUE & EPLEY COURT 4. KINNETT AVENUE 5. VIRDEN DRIVE 6. MESIO WAY 7. TREJO DRIVE 8. MILLINGTON AVENUE 9. MOUNTAIN RIDGE DRIVE 10. MOUNTAIN RIDGE DRIVE 11. MOUNTAIN RIDGE DRIVE SUE 9iF, r v N5489,�/ cr) 9 �c 1,1,Exp. 6-30-� i sT cl vv�� o �F OF C N\%F� 12. POMERADO WAY r'1 13. SARIO DRIVE & SELLERS WAY 14. CARROTWOOD AVENUE �CL 15. MENSEN DRIVE �w 16. SANTANDER WAY AND POYER DRIVE 17. BERKSHIRE ROAD z 18. GOZUM DRIVE J W 19. OFFSITE - MOUNTAIN RIDGE DRIVE 20. OFFSITE - MOUNTAIN RIDGE DRIVE 21. OFFSITE - MOUNTAIN RIDGE DRIVE 22. DETAILS BENCHMARK TOP OF CONCRETE MONUMENT AT THE SOUTH LINE OF TRACT NO. 5699 PHASE ONE AND THE CENTERLINE OF GOLDEN GATE WAY PER C.O.B. BENCH MARK BOOK ELEVATION=366.37' U.S.G.S. DATUM BEFORE EXCAVATING CALL •USA 1-800-227-2800 \NEER 93R co cop, 3 COIL > w U -3 iX r'1 3z UcP O �CL C; °° 00 z Q �w W w ' O z H N m L z Y _ J W U > zW 00 0 0::_ o co W m C p� z co Qw - o _! w Q It CL w Q a o 0 z O 0 !U CL w � v I w m m 0 U.1 Q \NEER 93R co cop, 3 COIL > w U -3 iX r'1 3z UcP O �CL C; °° 00 z Q �w W w ' O z H N m L z Y _ J W U U rLLi0 zW 00 0 0::_ o co W m C p� z co Qw - o _! w 0 It CL w Q a o 00LJ , r'1 O U UcP O C; °° 00 z Q z:)OLL M to (0 K) cn cD W w ' O aro H N m L (y) H Y _ U U O >>>m o co W m C p� z CL W Qw CL L o W 02 NN Q c J L W o N N Lo Lo 6 i w U 0 U C 5 (A77ATE- JOB NO.: 050309 FILE NAME: 050309-01-CON-SSSD SCALE: AS SHOWN SHEET NO.: 1 OF 22 � 1 U) p> c 00 00 IODE z W F N _ 0 W U ca 8 F' m W z 1 0 LL -O o M ) � z w � M W n to" ui5 z O = z of ma > N � q z ! F- N N p W /yWW� W Njv c }J U W ~ d z L"J O cr W U m m � o w N 0 O W 04 w Q o o00o Li a,00v m LL: Ut0m O m O m ~ O w ^ p O m M H `v w 0::Or m W xQ W _ U CLU O Q C Seo2>>> O W cum m Q co co p> c 00 00 (7�DATE- [ OB NO.: 050309 LE NAME: 050309-02-GIBBS-SSSD CALE: HORIZ. 1"-40' ER 1. 1"=2' HEET NO.: 2 OF 22 00 00 IODE M 0 W F N _ W U ca 8 F' m W z 1 0 LL -O o M ) � z M W n to" ui5 = z of ma > N � q z ! CLc N N p W /yWW� W Njv c }J U W ~ z L"J O W m m � o w 0 O 04 w Q o o00o Li a,00v LL: Ut0m O m O m ~ O w ^ p O M H `v w 0::Or m W xQ _ U CLU O C Seo2>>> O W cum m Q I (7�DATE- [ OB NO.: 050309 LE NAME: 050309-02-GIBBS-SSSD CALE: HORIZ. 1"-40' ER 1. 1"=2' HEET NO.: 2 OF 22 IODE W N _ ca 8 F' m W z 0 LL -O o M ) � 1 n to" ui5 w W of ma > N � q 04 aV� ! CLc N N p Lw7L /yWW� W Njv c (7�DATE- [ OB NO.: 050309 LE NAME: 050309-02-GIBBS-SSSD CALE: HORIZ. 1"-40' ER 1. 1"=2' HEET NO.: 2 OF 22 co M � � ttj ip I d g V 111 \ ' a N W I N W O 06Q a i N 8 T W ZReL 0 1 L LL - Z Z 9.2 0)Z CL � z ac Wm W °� �=� 3 ma ' N o6 ; ~ vN Z M o co O F-- j N W I r m i w a � j p co M � � ttj ip I d g V = W mw Z 0 Z .J W W ~ Z W O w w mm � p w O (ifw a o I � m rn o o� I i Uc0 O IL 00 p C; Z X OW p Z:)O m CD CO Q j Of M N (D (D p W�u O m W O Y _j X p � N m F � Y CL O c Selo�>>> I m moo Wca � m d Z W Q CL � 0 PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-03-UPT.-EPL-SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' 2 3 OF 22 V I ' a W N W 06Q a i 8 T W ZReL 0 1 L LL - Z Z 9.2 0)Z CL to g z ac Wm W °� �=� 3 ma ' N o6 ; ~ vN F.. Vc,0 M o co PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-03-UPT.-EPL-SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' 2 3 OF 22 aIFnas EICAVATMO cart • osa 1-800-2E7-2800 i� 40' 0' 40' HORIZ. SCALE: I"= 40' VERT. SCALE: 1"= 2' 365 ECTIO 360 GENERAL NOTES 1. ALL EXISTING MANHOLES & VALVE BOXES TO BE RAISED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL 5. STANDARD SURVEY MONUMENT TO BE INSTALLED PER CITY STD. S-29. CONSTRUCTION NOTES O -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 It SW -1 © -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 3CO Lu to O z$w�M Qoo^ W+ Z<an _x_ 4+00 '24!'W I --54(:rW 0 M X31 � $QQ$ M V N D 1EET 5 2 MT. RIDGE DRIVE A 31 32 VIRDEN DRIVE t; J SEE SHEET 9 � 0 � 0 M SEE SHEET 5 � I f ° N BVC + N I cn O (n c I 90 LF 18"0 RCP SDef _x_ D CB -A9 ( 5' -- 30' --I 60 - 1 - l C I C&G 3 SEE SHEET 5 20• jl ® l ////////, 1 0 f7 N O I -- INVERT � con SDMH-A10 B STA 4+57.50 34.0' LT x Q a p a STA 1+20.39, 84.CO T O PROPOSED SURVEY MONUMENT C 56 55 o: W t ECR END CURB RETURNEXISTING TC TOP OF CURB p CALTRANS STD RAMP na SURVEY MONUMENT SDMH B - x a, x PROPOSED ELEVATION bo ,o ^',�� � ao� STA 1+105.00 5.00LT= b C FLOW LINE `- SANITARY SEWER 352.x7 I o N STA 30 MT. RIDE 11.55, 5.00RT o DRIVE z N88'51'10" 222.49'` FOOTING 30 20' S t o j z z WATER LINE 1+ + -- 8 0 PVC SS 3+00 SLOPE, IN FOOT PER FOOT _6 NE GAS UNE o -r N89'�5'244'W 196.45' 18"0 RCP` D 20. BLOCK WALL GB N C STATION 30 5 0 3+00 4+00 5+00 6+00 7+00 HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN �f 5' _ SDM A8 8 N ucni v r /to STA 17.49, 5.00RT I !h ° C SDMH-A9 n KINN AVENUE`* 0 b STA. 1+21.04, 5.00RT S. o W VIRD�I STA 3+` 2.84 3 Q � Gs I x`59 N I �x o r 0 D CB�A6 2 SEE 5 2Q I I I 5' 6 L� Q � -m I0 , II � D 00 x O uj C c MT. RIDGE DRIVE c0 Q �+) U)cfl VIRDEN DRIVE SEE SHEET 9 w .� Ci w W m SEE SHEET 5 CONSTRUCTION NOTES O -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 It SW -1 © -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 3CO Lu to O z$w�M Qoo^ W+ Z<an _x_ 4+00 '24!'W I --54(:rW 0 M X31 � $QQ$ M V N D 1EET 5 2 LEGEND BCR BEGIN CURB RETURN A 31 32 " 33 J t; J BW � 0 � 0 M 4- - N � � 'd• N BVC 9Jh to cn O (n c - - _x_ - - NI rl N89'05'24"W 5' 810 PVC SS 5+00 300.00' 30 20'1 6- - 1 - l IF -1 164 RCP SD C&G 0' 20' S PVI POINT OF VERTICAL INTERSECTION ® o: ////////, M 0 f7 N O I -- INVERT 53 cn + a x Q a p PAVEMENT XT O PROPOSED SURVEY MONUMENT 57t 56 55 LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS "R" VALUE BW BACK OF SIDEWALK VP VENT PIPE 4- - STREET SIGN N PROPOSED PAVEMENT CB CATCH BASIN BVC BEGIN VERTICAL CURVE �vy1 +. (0 A O ^ CR CROWN OF ROAD EVC END VERTICAL CURB V) STREET LIGHT .:• •: s •; PROPOSED SIDEWALK C&G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION ® STORM DRAIN MANHOLE ////////, EXISTING PAVEMENT DEP DEPRESSION INV, INVERT 53 SEWER MANHOLE s ' EP EDGE OF PAVEMENT p PAVEMENT XT O PROPOSED SURVEY MONUMENT RIM 358.36 INV 8" E&W 352.8 3 o: W t ECR END CURB RETURNEXISTING TC TOP OF CURB p CALTRANS STD RAMP � SURVEY MONUMENT (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION S w FL FLOW LINE SS SANITARY SEWER 352.x7 I CHAIN LINK FENCE STA. 3+17.49, 5.00RT DIRECTION OF GUTTER FLOW FTG FOOTING SSMH SANITARY SEWER MANHOLE - ..... - WATER LINE -W- EXISTING WATER UNE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT -G - GAS UNE : BLOCK WALL GB GRADE BREAK STA STATION 00 "R" VALUE 3+00 4+00 5+00 6+00 7+00 HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN 0 54/R%35 J J 0 0 ~ o L, N N + C4 + t0 to En k t -n 4- - - O 60 37 ~ o L, N J > o rw V J 4 w k t -n O O c*4 N cV - + to o: � �vy1 +. (0 A O ^ (O ►�-� x a ®S V) 52 _+ co Nx Accod sa. r 0 RIM 352 54 txi a' 53 INSTALL MH_9 s ' _ f, KINN ETT AVENUE STA. 1+00 - 9+82.49 36 37 J J 0 0 M J > r_STALL '300.00 1•F 8"c0 Its va~i k t -n N89'05'2 $" W 300.00' 8 00 to o: O M p � � A O N Qp+p a x a ®S V) 52 51 U-10 NVC SS I- } GIBBS DRIVE SEE SHEET 2 A I o 38 I N 5' J o I wc -.STA 1+68.06 37.6' RT +I aRp1 00M5' STA 1+34`85 38.8' RT SSMH-10 STA 9+27.49, 5.00RT B C KINNETT AVENUE o / STA 1+05.00, 5.0OLT 9+00 + /\SISS DRIVE S EET 2 OF 22 MOM R C bl IU � � s I �- uv IN ALL SDMH-A11 I 2.49 LIF8"0 PVC SS o S D ST 6+57:49, 5.00RT ;.-- ALL RI 358.36_.... IN 18" S 352 36 e IN 18" W Z52.36 g 3 INSTALL SSMI+ 7' - STA. 1+05.00, 5.00LT RIM 359.30 INSTALL 196.45 LF 1 '? RCP �SD " ®S=0.0011 --.. INV8 E 350.98 R INV 8" t"360.88' V jj 3 ' f INSTALL SDMH-A9 STAR 11+211.04, 5.00 T RIM 1359.00 INV: ----INV "18ft 1V 348.47-_.....,_m_s s INV 18" E 348.47 1+00 2+00 _M STA: 3+27.49,.5.00L -__ SS - RIM 358.38 'i 8 0 VC INV 8" N&S 351.86 INSTALL 00.00 LF INV E!" E&W 351.76 - • 11 INSTALL SSMH-11 STA. 9+27.4% 5. RIM 358.90 INV 8" -N---353:96 INV 8W353 86, V) PVC SS ®S= 0 035 404 J > r_STALL '300.00 1•F 8"c0 Its z M rn to 0 0.0121 ®S V) sa. r 18 ' 00 340 RIM 352 a' SNS INSTALL MH_9 s ' f, - STA.... 6+27.49. 5.0 XT o 9 i RIM 358.36 INV 8" E&W 352.8 3 o: W t I ST` LL N �, S H ss, II m W Z p a e S_rA ` G+3 CL F_ S w INSTALL SDMH-A8 IrJ,,/ lg" S 352.x7 I 25 STA. 3+17.49, 5.00RT I►-! `� I > 3' :. 352 D 7 }J U W ~ i INV 18" N 348.25 INV 18" E&W 348.25 : INV 24" S 347.75 w w 3+00 4+00 5+00 6+00 7+00 • 11 INSTALL SSMH-11 STA. 9+27.4% 5. RIM 358.90 INV 8" -N---353:96 INV 8W353 86, 355 w Na t I, /� p iu co 8 ~ Z W � I oU) A - o c� co z ' z IL I. r < I I w f w °l r- �0/� 'o ~ ° N V ca _350 R Of N o a -m �CID i M N v W > r VAA '', t PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-04-KINN-SSSD SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 4 OF 22 Z' (655.3 V) b/ ,,3R co pg ao 33 M 404 J > Its z M rn 0 W V) a' I o �Z o: W m W Z CL F_ w W U }J U W ~ z w o w w 0 m r P W m 0 w W Q � 365 0 355 w Na t I, /� p iu co 8 ~ Z W � I oU) A - o c� co z ' z IL I. r < I I w f w °l r- �0/� 'o ~ ° N V ca _350 R Of N o a -m �CID i M N v W > r VAA '', t PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-04-KINN-SSSD SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 4 OF 22 Z' (655.3 b/ ,,3R co pg ao 33 M 404 J > Its 355 w Na t I, /� p iu co 8 ~ Z W � I oU) A - o c� co z ' z IL I. r < I I w f w °l r- �0/� 'o ~ ° N V ca _350 R Of N o a -m �CID i M N v W > r VAA '', t PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-04-KINN-SSSD SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 4 OF 22 Z' (655.3 00 0 M rn (0 W a' I �Z o: W m W Z F_ w W }J U W ~ z w o w m P W 0 W Q � 365 o r 0 Ld-> OI i L� Q � -m I0 , � D 00 x O uj ! c0 Q �+) U)cfl 1 w .� Ci w W m H Ld0) N m L<f Y m U 360 m >>> - - o t0 m � z I W Q 355 w Na t I, /� p iu co 8 ~ Z W � I oU) A - o c� co z ' z IL I. r < I I w f w °l r- �0/� 'o ~ ° N V ca _350 R Of N o a -m �CID i M N v W > r VAA '', t PLOT DATE: JOB NO.: 050309 FILE NAME: 050309-04-KINN-SSSD SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 4 OF 22 Z' (655.3 aOnae aMvuNG CAU • EASa 1-800-2"- 2= 365 'EC - 360_<A. 355 O S=0.0856 3 UNt 1 350 INSTALLS CB -A6 �.. STA: 3+35.06. �._.._._ 20.00LT FL 356.90 INV 16 E 350 98^ 'INV 349.61 STA. 1+05.00 VIRDEN DRIVE STA. 1 +05.OQ MESTO WAY_ . 65 MESTO WAY SEE SHEET 6 .. a_ - S7A.-.1+ - 05.00 5.0w S 0.054$ RIM 358.72 INV S' E 353.01 INV 8' N 352.91' ISTALL CB -A7 I ; A 3+35.06, 20.00RT g INSTALL 43.06 U= I V 18"- W 24"0; RCP SD `s O S�--0.0026 RIM 358.57 INSTALLS MH A7 INV 24" NW 346.97; INV 24 E 346.97 � RIM 357.3 � __..... _. NV 18" E ew 349.61 INV 24" N S 347.61 I GENERAL NOTES I. ALL EXISTING MANHOLES & VALVE BOXES TO BE RAISED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL 5. STANDARD SURVEY MONUMENT TO BE INSTALLED PER CITY STD. S-29. g a ! W 1r0 i g - � 3 2 Y i I g ! i - - � _.- - - r - �--.mw..,.. k...__--�.<__ - - •.-»,�._-.._ .�..�.,.--_.-_,......_'__-_,«..., g -"�--«..,,...tee.._-�_ .e-�.,a....__�.m��.-.�.-<,m.,.,,, i ---- RIM 358.76-��-•_.<_. INV 24" N 347.08 INV 24 SE 347.08 __ _... _ l--.- INSTA 300.00 LF 8..� py- CESS O 2+00 CONSTRUCTION NOTES (�A -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 & SW -1 © -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CRY OF BAKERSFIELD STD. S-12 & S-14 OD -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 UE -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 KINNETTAVUENUE SEE SHEET 4 KINNETT AVENUE SEE SHEET 4 VIRDEN DRIVE STA. 1+00 - 8+77.34 F,m LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE aq64ill, PREVIOUS "R" VALUE BW F,m LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS "R" VALUE BW 13ACK OF SIDEWALK VP VENT PIPE STREET SIGN CB CATCH BASIN BVC BEGIN VERTICAL CURVE - PROPOSED PAVEMENT CR CROWN OF ROAD EVC END VERTICAL CURB "o- STREET LIGHT .r• •= �' : PROPOSED SIDEWALK C&G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION ® DEP DEPRESSION INV. INVERT STORM DRAIN MANHOLE ///M/1 EXISTING PAVEMENT EP EDGE OF PAVEMENT P PAVEMENT� Z SEWER MANHOLE O PROPOSED SURVEY MONUMENT ECR (000.00) END CURB RETURN EXISTING ELEVA77ON rC TOP OF CURB INSTALL _ ALL 25. 00 LF 18"0 RCP CALIRANS STD RAMP STA 8+77.34, 5.0( EXISTING SURVEY MONUMENT 1 1 cv) Z 000.00 PROPOSED ELEVATION a '- E •r ?. r t ILii g INSTALL SSMH-8 FL FLOW UNE SS SANITARY SEWER '0-0-x-0- CHAIN LINK FENCE f- DIREC77ON OF GUTTER FLOW FTG FOOTING SSMH SANITARY SEWER MANHOLE - • • • • • - WATER LINE -W- EXISTING WATER LINE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT -G - GAS UNE _._.� •_. s _ _ -INV- 8" N&S 352.81- __ _, � GB GRADE BREAK STA STATION "R g BLOCK WALL HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN 00 VALUE i i g UPTON AVENUE SEE SHEET 3 40' 0' 40' HORIZ. SCALE: 1 "= 40' VERT. SCALE: 1"=2' THA�e -A-- RECOliLi � Ui I NIINU sSECs 3 FIN SH GRADE y zAT CENTERLINE EXISTING GRADE AT_ CENTERLINE_ __ �m r_. - - < _ _ _. __=A .. I i - - q,q i Z 355 s 3 3 0 � s 3 NQ g i w ---= IN 182 34 ALF 6'0 C SS O S 0.0435 S=O, 0035INSTALL 290.00 LF EY -0 PVC SS O S=0.0 35 i W Z i INSTALL SSMH- 16 o INSTALL _ ALL 25. 00 LF 18"0 RCP _ _ STA 8+77.34, 5.0( L " M 0 O c vs g =c 1 1 cv) Z SD Q S=0.0428 t I ALL SSMH 13INST a '- E •r ?. r t ILii g INSTALL SSMH-8 S STA. 6+95.00, 5.00RT Z o W W t INV 8" S 353.52 STA. 4+05.00, 00 SOORT RIM 358.72 V FL 356.98 -- _-1 g' W 350:48' RIM _W8.39 ,v..., __ ....... INV 8" E 35298 -INV 8' N&S 351.86 < .- _ _._.� •_. s _ _ -INV- 8" N&S 352.81- __ _, � INSTALL - DMH-Al2 -- -- U _INV 8" 8&W 351.76 STA 4+63.44, 5.0OLT g I 349.61= a E P i i g La j JOB NO.: SD ® i 0 I INSTALL 59.94 LF s INSTALL. � _�_��._.__ STA 4+.44, ! 5.00LT24'Plj S f �__._ RCP SQ tlDMH-Al2 ; RIM 3571O S=0.0025 5i INSTALL SDMH-A8 INV 18"&W 349.41 _. _�_.? ----_ INV 1g. STA 3+95.00, 5.ODL7 4 . ._�__ 3 9.41--4____ _-.,.,..._w_.__�.•_. _, �._-__._ _ w____ __ _ __ _ 0_ - ' RIM 357.92 ' < 4 INSTALL SDMH-A7 INV 18" N 348.25? 1 3 3 STA.�3+35.06>. ,5 OOLT ..__ _.___..1NV._I8 E&W 348.25 ` a s g RIM 357.33 _ __z _ .. _ INV 24" S 347.75 n_ _ INV 8" E&W 349.61 INV 24" N&S 347.61 _ g s 3+00 4+00 5+00 6+00 7+00 8+00 9+00 O S=0.0380 INV 18" E 1 V) Z 355 0 � NQ g i w Z. s I i g co IN W � i W Z Z o INSTALL _ ALL 25. 00 LF 18"0 RCP _ _ 0 L " M 0 O c vs g =c 1 1 cv) Z SD Q S=0.0428 t I a '- E •r ?. r t ILii g Z o W W t m a INSTALL CBS CB -AS STA 4+63.44, 20.00RT > N ch 0 O N V FL 356.98 -- _-1 g' W 350:48' 350 N � V n IL 0 1 � w lil N j v INSTALL - DMH-Al2 -- -- U STA 4+63.44, 5.0OLT :RIM 35741 (7�DATE_ 'INV 24 iE&W 349.41 La - JOB NO.: 0 m m w a 0 zw Z Oo W m v o W O � w Q o 365 o"),: Li 00 O OU 5 U cD O 0 -�-_� D Z ~O W ^ p Z) O E 'D cD Q W d' � O� m W 0 N m H LQi Y U 4- 0 m 360 _ o W c m w z cyCL x g 355 � NQ g i Z. s I i g co IN W � i W Z o INSTALL _ ALL 25. 00 LF 18"0 RCP _ _ L " M 0 O c vs g =c 1 1 cv) Z SD Q S=0.0428 t I a '- E •r ?. r t ILii g Z o W W t m a INSTALL CBS CB -AS STA 4+63.44, 20.00RT > N ch 0 O N V FL 356.98 -- _-1 g' W 350:48' 350 N � V n IL 0 1 � w lil N j v INSTALL - DMH-Al2 -- -- STA 4+63.44, 5.0OLT :RIM 35741 (7�DATE_ 'INV 24 iE&W 349.41 �349.4t ._�_ss�'_�. - JOB NO.: 10KIMTOZ FILE NAME: 050309-05-VIR-SSSD SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 5 OF 22 1'2-0555 BOVEN NWAVA22W CAU o USA 1-800-227-20W VIRDEN DRIVE SEE SHEET 5 Pli 5' - STA 1+47.94 4.07 L, @ SDWH-A4 ggl SIA. 0+94.06, 12.05RT MESTO WAY SIA. 1+25.07, 5.00LT VIRDEN DRIVE V644 ? i; joo - N; ox 63 B SSMH 18 SIA.. 05.00, 5.0OLT MESTO STA. 1+05.M, 5.0ORT 11 VIRDEN DRIVE x SDMH-A5 SIA. 1+25.07, 64 5.0ORT 360 I 4� GENERAL NOTES 1. ALL EXISTING MANHOLES & VALVE BOXES TO BE RAISED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL 5. STANDARD SURVEY MONUMENT TO BE INSTALLED PER CITY STD. S-29. v 74 [0_10� � 0 355 Ilya IALL tO ­­ -7 .STA. 1+05.00, 5.0OLT RIM 358.72 �INV 8" N 352.83' ,INV B--E`J52.931 350 77 78 t Lo N 00 CNI 3+00 - 9-0 PVC 13S +- - - _____T_ - - i - - - 79 TOP OF PAVEMENT 80 76 8 m 75 x Owi �T 04 04 9 9 5 - - 7- CB CATCH BASIN Bvc BEGIN VERTICAL CURVE O Lo CR t6 EVC END VERTICAL CURB _c> "Ic CNI C&G CURB & GUTTER PVI �!T 0 STORM DRAIN MANHOLEEXIS71NG STA. 0+94.06, 12 05R PAVEMENT NW05'24!'W 2+00 373.92' INVERT 0 :'d RrP Rn I Ld v 74 [0_10� � 0 355 Ilya IALL tO ­­ -7 .STA. 1+05.00, 5.0OLT RIM 358.72 �INV 8" N 352.83' ,INV B--E`J52.931 350 77 78 t Lo N 00 CNI 3+00 - 9-0 PVC 13S +- - - _____T_ - - i - - - 79 TOP OF PAVEMENT 80 4p, m 04 oi x x Owi Lo 04 04 9 9 5 - - 7- r CNI .CONSTRUCTION NOTES O -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 & SW -1 OB -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD SM. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD SID. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF 13AKERSFIELD STD. S-9 MESTO WAY STA. 1+00 - 8+85.42 LEGEND BCR BEGIN CURB RETURN 79 TOP OF PAVEMENT 80 STORM DRAIN MANHOLE m 81 BW BACK OF SIDEWALK 82 VENT PIPE + STREET SIGN 5 - - 7- CB CATCH BASIN Bvc BEGIN VERTICAL CURVE clam PROPOSED PAVEMENT CR CROWN OF ROAD EVC END VERTICAL CURB _c> STREET LIGHT PROPOSED SIDEWALK C&G CURB & GUTTER PVI �!T 0 STORM DRAIN MANHOLEEXIS71NG STA. 0+94.06, 12 05R PAVEMENT DEP DEPRESSION INV. INVERT 0 t5 Ld =0.0035 EP J P PAVEMENT 0 PROPOSED SURVEY MONUMENT 6 + INV` 18" E 346.97 STA. 5+22.75, 5.00LT Oul vo z w RIM _J_ ECR END CURB RETURN C4 TOP OF CURB Q� CALTRANSTD S RAMP (9) EXISTING SURVEY MONUMENT (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION cl) po A 357.66 i x + FLOW LINE ss to + I + N N N + FIG FOOTING SSMH a tC -. • •. • ,b 10, <81 Q EXISTING WATER LINE GV Q S=0.0000 ti N GAS LINE BLOCK WALL GB p Qv STA. STATION pp "R" VALUE + HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN x- I [A TRACT 6478 TRACT I 7+52.97, 5.00RT--@ IA N, 1\1 M WAY T NI I SIA. 7+05.00,,.5.00RT 30' 20' 30, C14 TREJJ DRIVE -STA 6+47. 34.0' RT 5+00 5"0 Css ___�+Ooj 20'-� 87 0 1 1 Lj;) 4+00 5, 30' 20'24!'0 'SD- LL_ 0 RrP 'WO5'24!'W yl N L yl. N vi 1\1 yj X0c*4 to x - + + + + Lo Q A cl) 0<i _�6 A � 70 71 72 MESTO WAY STA. 1+00 - 8+85.42 LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE m PREVIOUS "R' VALUE BW BACK OF SIDEWALK VP VENT PIPE + STREET SIGN 5 - - 7- CB CATCH BASIN Bvc BEGIN VERTICAL CURVE clam PROPOSED PAVEMENT CR CROWN OF ROAD EVC END VERTICAL CURB _c> STREET LIGHT PROPOSED SIDEWALK C&G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION 0 STORM DRAIN MANHOLEEXIS71NG STA. 0+94.06, 12 05R PAVEMENT DEP DEPRESSION INV. INVERT 0 SEWER MANHOI E Ld =0.0035 EP EDGE OF PAVEMENT P PAVEMENT 0 PROPOSED SURVEY MONUMENT 6 + INV` 18" E 346.97 STA. 5+22.75, 5.00LT ul + z w RIM _J_ ECR END CURB RETURN TC TOP OF CURB Q� CALTRANSTD S RAMP (9) EXISTING SURVEY MONUMENT (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION cl) RI l A 357.66 i x FL FLOW LINE ss SANITARY SEWER .0 --*--*--0- CHAIN LINK FENCE DIRECTION OF GUTTER FLOW FIG FOOTING SSMH SANITARY SEWER MANHOLE -. • •. • WATER LINE _W_ EXISTING WATER LINE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT _G GAS LINE BLOCK WALL GB GRADE BREAK STA. STATION pp "R" VALUE + HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN o Lr, C14 + 04 (o Ih 1\1 IA 40.22' N89'05'24" W; 299.00' F 14A 04 0) O cotp 73 74 5+00 6+00 D INSTALL 31 LF NG GRADE I en 4 AT-,,, CEIqT`ERf_lNE_____L . ... .. 2,f ? RCP SD bt A FINISH GRADE 5 - - 7- " AT CtN TERLINt-__- �o INSTALL 328-90 LF 24!' RCP SE 0 S 4.0025 M ------------- 5 O J c*4 INSTALL SDMH-A4 _T INSTALL SDMH-A5 ---------- OU STA. 0+94.06, 12 05R 1+2,x.07, .0 5 ORT ZW INSTALL220.22 LF 6r0 pvc ss o s RIM -359.0711- _-_-STA -RIA("358.57 Ld =0.0035 120 Z L� . x (f) z INV 18" NW 346.97 345 to!5 6 + INV` 18" E 346.97 STA. 5+22.75, 5.00LT ul + z w RIM _J_ cn gs (o CL INY 6' E 354.30 00 IN. 3' SSMH- 19 7ALL cl, cl) RI l A 357.66 i x INI 6' W 354.32 TRACT 6478 5+00 6+00 D INSTALL 31 LF en 4 ------------ - 2,f ? RCP SD 1038 5 �o INSTALL 328-90 LF 24!' RCP SE 0 S 4.0025 M 5 O J c*4 INSTALL SDMH-A4 _T INSTALL SDMH-A5 ---------- OU STA. 0+94.06, 12 05R 1+2,x.07, .0 5 ORT ZW RIM -359.0711- _-_-STA -RIA("358.57 Ld - 0 120 Z L� . x (f) z INV 18" NW 346.97 345 to!5 6 + INV` 18" E 346.97 ul + z w 0 cn gs (o CL 0+.50 1+00 2+00 3+00 5+00 6+00 111m. mmill TREJO DRIVE SEE SHEET 7 q WC I R C 0 irlikilylli 1 N 40' of 409 HORIZ. SCALE: 1"=40' VERT. SCALE: 1w=2' SUE 7 No. 1; , m N 489 co M xp, 6-30-_A,-_, civi OF CAUFOQ 0 9, 360 355 D 8586 en 4 7 1038 �o M 5 O J c*4 ti co 8 C4 OU A ZW 00 Ld - 0 120 Z L� . x (f) z 32 E to!5 6 + r+, ui '41 + I ul + z w 0 cn gs (o CL 00 4 > 04 0 C 0 c* cl, cl) x TRACT 6478 610 PVC SS N89*05*24'w PC 8+00 108.78' C) 7 LF 18"0 0 0 R SD rp_SSMH-23 + STA 8+51.75, 5.0OLT MH A3 TRACT 6478 TRACT I 7+52.97, 5.00RT--@ M WAY T SIA. 7+05.00,,.5.00RT Lo 30, C14 TREJJ DRIVE -STA 6+47. 34.0' RT x 20'-� 87 0 1 1 Lj;) LL_ 0 111m. mmill TREJO DRIVE SEE SHEET 7 q WC I R C 0 irlikilylli 1 N 40' of 409 HORIZ. SCALE: 1"=40' VERT. SCALE: 1w=2' SUE 7 No. 1; , m N 489 co M xp, 6-30-_A,-_, civi OF CAUFOQ 0 9, 360 355 345 050309 FILE NAME: 050309-06-MES-SSSD SCALE: HORIZ. 1'-40' VERT. SHEET NO.: 6 OF 22 I , 2- b553 V) 1101 IS en 4 0* 1038 04 M 0 co 8 C4 A ZW 00 Ld 350 120 Z L� . x (f) z 32 E to!5 to 0 z UJ E (o CL 4 > 04 0 C 0 c* cl, cl) PLOT DATE: C) Lj;) 345 050309 FILE NAME: 050309-06-MES-SSSD SCALE: HORIZ. 1'-40' VERT. SHEET NO.: 6 OF 22 I , 2- b553 1101 IS en 4 0* 1038 345 050309 FILE NAME: 050309-06-MES-SSSD SCALE: HORIZ. 1'-40' VERT. SHEET NO.: 6 OF 22 I , 2- b553 04 M 0 co 8 C4 A ZW 00 350 120 Z L� . x (f) z 32 E to!5 to z UJ E (o CL 4 > 04 0 C 0 c* cl, cl) PLOT DATE: 345 050309 FILE NAME: 050309-06-MES-SSSD SCALE: HORIZ. 1'-40' VERT. SHEET NO.: 6 OF 22 I , 2- b553 V) 0,C) CO U < O Q U ZD O p z p 00 00 Z X W p of to z W�v m W xQ � N m H u Y T U S O U O C >V>> m4 8 0 W c Q m Z � W m O_ p g = s o ch z � w to w W CID `C- > Z r WIL C ^ o Q li v, G v N O Q_ U O W p r m W Q p 9, CONco M �yj 3 cn it � i O d V (07DATE- JOB NO.: 050309 FILE NAME: 050309-07 TREJO-SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' SHEET NO.: 7 OF 22 ...j 1.2-6653 0,C) CO U < O Q U ZD O p z p 00 00 Z X W p of to W�v m W xQ � N m H u Y T U S U O C >V>> m4 8 0 W c Q m Z � W m O_ p (07DATE- JOB NO.: 050309 FILE NAME: 050309-07 TREJO-SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' SHEET NO.: 7 OF 22 ...j 1.2-6653 N ad O T co) 8 0 ~W o U) g = s o ch z � �E� to w W CID `C- > H O N r WIL C ^ o Q li v, G v N (07DATE- JOB NO.: 050309 FILE NAME: 050309-07 TREJO-SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' SHEET NO.: 7 OF 22 ...j 1.2-6653 �z �w mw z z }J W W H U Zw O It Wa in 0 O w O Of CL �' a Q o o n 00 03 t 0 0 U LJ 0, C Q ' _ li CL U co O 00 00 Z X O w = O LJ.. (O tD w w v or m xQ (n m ♦� L� W l� U T S U O C >>> cam W m C CL Ld Q Z Of CL O W D z Z W 0 a -® NZ LID r s w 8 H W 2Ns s ZJ DI z O 0D oma^ 3.2 M'' `.+ ° �Et z W W o.. CO > o ;S� o NC4 Hp (� 0 co W U N W O m W Q D �z �w mw z z }J W W H U Zw O It Wa in 0 O w O Of CL �' a Q o o n 00 03 t 0 0 U LJ 0, C Q ' _ li CL U co O 00 00 Z X O w = O LJ.. (O tD w w v or m xQ (n m ♦� L� W l� U T S U O C >>> cam W m C CL Ld Q Z Of CL O (7�DATE- JOB NO.: 050309 FILE NAME: 050309-08—MILL—SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' SHEET NO.: 8 OF 22 �z-X553 W D Z W a -® NZ LID r s co 8 H W 2Ns s ZJ DI 0D oma^ 3.2 M'' `.+ ° �Et z W W CO > o ;S� o NC4 Hp (� 0 co W (7�DATE- JOB NO.: 050309 FILE NAME: 050309-08—MILL—SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' SHEET NO.: 8 OF 22 �z-X553 PLOT DATE: 5/10/2007 10,18 AM JOB NO.: I 050309 FILE NAME: 050309-9-11-MT.RID-SSSD SCALE: HORIZ. 1"-40' VERT. 1"=2' SHEET NO.: 9R OF 22 Y m m P0 rn W U co w �� O U N W�:_. II J m i i O N of W W Z Z O w mZ I Z C z M Z g J o o- J W F- W c�a U z :2 U z W CD co C_ clO Ow ir /W� W 0 N > :� ry n Z � N 0 0 O O p a Q tA � U O Q o i W �' p M rn O O Q O O ( U L� O Q Z Q x O w p O li c0 cfl Q M wZ F w x co m w O~ Y J X p p W _ U LLJ Z O Ld Ct W O - i m U p w 1= � OW � C Q CL Z � w U 0 J p > °p m m 0 0 I O I N w Q I I o N e} PLOT DATE: 5/10/2007 10,18 AM JOB NO.: I 050309 FILE NAME: 050309-9-11-MT.RID-SSSD SCALE: HORIZ. 1"-40' VERT. 1"=2' SHEET NO.: 9R OF 22 m m P0 rn W co w �� , U N W�:_. II 060 i i O N of Ll W Z Z O w mZ I Z C z M Z g J o o- J W F- W c�a U z :2 Eci� z W CD co C_ clO Ow ir /W� W 0 N > :� ry n r m 0 0 O •- a Q tA � o i M 01 K) M M rn O O Q O O ( U L� z U O 00 O ::3;Z, x O w p O li c0 cfl Q M F w x co m w O~ Y J X p 4m (n m H IQi 3:Y _ U LLJ U O - i m p w cu m m C Q CL Z � Of CL PLOT DATE: 5/10/2007 10,18 AM JOB NO.: I 050309 FILE NAME: 050309-9-11-MT.RID-SSSD SCALE: HORIZ. 1"-40' VERT. 1"=2' SHEET NO.: 9R OF 22 W �� N W�:_. II 060 ��//�� Vi O N `` = Ll W Z j j O O Z v M Z g J o o- F- W c�a z :2 Eci� 0 CD co C_ N 2 ir /W� W 0 N > :� �tj//��� F— co PLOT DATE: 5/10/2007 10,18 AM JOB NO.: I 050309 FILE NAME: 050309-9-11-MT.RID-SSSD SCALE: HORIZ. 1"-40' VERT. 1"=2' SHEET NO.: 9R OF 22 V) b 'SCO N 00 miM 3 t0 0 M z N W 0 CO) N W Z� N p O O o 1 1 g = ch Z w to -� Z W ° m o- w z � N cIL r. C14 .2 1 W N �-,v O U Ld w r m w 0 \NEER is b 'SCO N 00 miM 3 t0 0 M —mw w Z o z }J W W U U z W O w m O 0 Li O w w a. Q o O CD Q o OV Q O) , LZ U co O O X O Uj ^ Q M N W W d' ...v Or m W .1 O OOi U1 m H Ly Y 1, _ _- U T = U O C Seo >>> m 'a 0 CU j W m Q Z W Q CL 0 PLOT DATE: JOB NO.: 1 050309' FILE NAME: 050309-9-11— .RID—SSSD SCALE: HORIZ. 1"m 140' VERT. 1" 2' SHEET NO.: L 10 OF W N W CO) N W Z� N p O O o 1 1 g = ch Z -9 2 �E� to -� Z W ° m o- w 3 "� H pCID N cIL r. C14 .2 1 W N �-,v r v/ PLOT DATE: JOB NO.: 1 050309' FILE NAME: 050309-9-11— .RID—SSSD SCALE: HORIZ. 1"m 140' VERT. 1" 2' SHEET NO.: L 10 OF U) � C cc , i: > O V z 0 N LV r 0 x�. I �..: W04 z~ o Q w IL � z to g w W ma w E o o aN V� cr-IL N ''� m N Jv. v/ 0) a U w 0 r m w Q 0 Qin 00 i3 M � C cc , i: > O V U 3� z �W mw Z_ C� Z }J W W ~ U z W 0Of jWn m 0 4 > M O w CL Q o I O Q o o w U co p Z pp X O L ^ D OQ to (�D } w wm OOi N m F Ly. Y t. U T = C\ U r m 0 W m m 0.' Q z Ld CL JJJ w 'PLOT DATE: 050309 FILE NAME: 050309-9-11- .RID-SSSSD SCALE: HORIZ. 1'*40' VERT. 1%32' SHEET NO.: 11 OF I W D N LV r 0 x�. I �..: W04 z~ o Q s� IL � E �"°+ to g w W ma w E G o aN V� cr-IL N ''� m N Jv. v/ 0) 'PLOT DATE: 050309 FILE NAME: 050309-9-11- .RID-SSSSD SCALE: HORIZ. 1'*40' VERT. 1%32' SHEET NO.: 11 OF I c�a BSlnJW 5W19A9MRi CAU • 09A 1 -800 -E27 -2m 360 GENERAL NOTES 1. ALL EXISTING MANHOLES & VALVE BOXES TO BE RAISED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL. 5. STANDARD SURVEY MONUMENT TO BE INSTALLED PER CITY STD. S-29. CONSTRUCTION NOTES �A -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 & SW -1 f�B -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 CARROTWOOD AVENUE SEE SHEET 14 v 0 xob �`�� + � x x on'�� x Opti yy N� ?3 A STA 2+34.33 34.0' RT f- ti 55 J o 32 0 31 X30 29 N �� M � pry co N + to N N N ui a3 I Ito N SDMH-610 + B-R05.00 eN ' N N tQ- STA 1 +05.00, 5.00LT a cn SARIO DRIVE v~i STA 3+13.84¢S.00LT 56 z POMERADO WAY + x £. X0, 28 STA 3+02.83 34. M/`s `�, +00 141457 4ZJ 5' 20' 30' 1 1% - 01 +-i 2+00 f - -3+00 9 n B ' SSMH-27 0 20 X6'0 PVC SS 1400'54'36"E 300.00' �k12 STA 0+95.00, 5.00RT C 30' C o 5a. (P SARIO DRIVE } + STA 3+23.81, 5.00RT POMERADO WAY I bon SSMH-28 STA 3+58.83 34.0' RT 18"0 RCP STA 3+95.00, 5.00RT cn STA 1+37.98 39.4' LT 57 I SARSTTA101 DRIVE 00, 5.00RT STA 3+77.30 34. LT POMERADO WAY s I 27 53 34 A�STA 1+62.50 34.0' RT x 0 > I x� xOn xQ o� /�} a i� ra. Ca.�� N fib a+ N I 6'� `°`S, 3 I X�' b' J bc 3 58 I N I to o �� 26 0 STA 4+23.33 34.0' R7 0 ( 00 N z STA 2+01.70 34.0' LT 00z STA 4+37.37 34.0' LT C CARROTWOOD AVENUE POMERADO WAY SEE SHEET 14 SEE SHEET 12 SARIO DRIVE STA. 1+00 - 4+00 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 2' LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS "R" VALUE BW BACK OF SIDEWALK VP VENT PIPE + STREET SIGN x U�r� CB CATCH BASIN BVC BEGIN VERTICAL CURVE I x 00 PROPOSED PAVEMENT CR CROWN OF ROAD EVC END VERTICAL CURB _c> STREET LIGHT PROPOSED SIDEWALK C&G CURB &GUTTER PVI POINT OF VERTICAL INTERSECTION ® STORM DRAIN MANHOLE ////���j EXISTING PAVEMENT DEP DEPRESSION INV. INVERT O SEWER MANHOLE EP EDGE OF PAVEMENT p PAVEMENT o O PROPOSED SURVEY MONUMENT I + I ECR END CURB RETURN TC TOP OF CURB CALTRANS STD RAMP til EXISTING SURVEY MONUMENT (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION 75 60 FL FLOW UNE SS SANITARY SEWER .0 -0•-0- 0- CHAIN LINK FENCE DIRECTION OF GUTTER FLOW FTG FOOTING SSMH SANITARY SEWER MANHOLE - ..... - WATER LINE -W- EXISTING WATER LINE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT -G - GAS UNE BLOCK WALL GB GRADE BREAK STA STATION 00 " R" VALUE STA 5+43.58 34.0' RT O HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN MENSEN DRIVE CARROTWOOD AVENUE SEE SHEET 15 SEE SHEET 14 STA 2+78.25 3i.166,RT x 0, x U�r� I x 00 x �'� STA r47.20 %.0 LT 42 s o Q I + I 3toI 51 75 60 N o 3+25.12 34.0' LT TYPICAL bSTA zTYPICAL 1`0 43 � STA 5+43.58 34.0' RT O vi cne 16'0 RCP SD SSMH-31B I STA 3+95.00, 6.0OL7 STA 3+47.25 34.0' RT C a N o 3 �`� 4" W 00' D CB -B2 SELLERS WAY STA 6+00.07, 5.00RT 5 0 D STA 0+80.00, 1.21 LT I - - - - 6 + - - '� CARROTWOOD AVENUE N O - - STA 5+74.90 34.0' LT z bo I x v� x a�, `�� r� 20' 30' 2+00B2 x o�, 3+00 yl-"_- 1 �� o + 01, ",S -DMH -B - i - -- - - S• ; 4+05.00, 5.00RT STA 3+98.25 34.0' RT--io0 44 T+ 20, 30, 24"0 RCP SD -- . C N00'54'36"E 235.00' N ' 6" 5.0 f SELLERST6+ WAY SETA I 24'0 RCP SD �6T+yy11.0p7, yS�.00ULT STA 6+22.06034A0' LTE 49 N14!51'20"E 25.76' - - - - - - "' o CB -B118"0 RCP SD "� SDMH-B4 BN3 STA 4+20.00, 5.00RT USTA 1+05.00, 5.00RT� B SDMH-B3cn ; viSELLERS WAY STA 3+40.00, 5.O��STA 3+92.62, 5.00LT MENSEN DRIVEl6 63++40.00, 4+50.12 34.0' LTA 7OR STA 2STA z45 N z 746148 STA 4+67.2&- t 4.0' RT Cx 00I s6, STA 6+86.06 34.0' LT I xon xOn MENSEN DRIVE CARROTWOOD AVENUE SEE SHEET 15 SEE SHEET 14 SELLERS WAY STA. 1+00 - 4+20.50 l7/^ _ ..-�, +! �_ � :� „' x'.22-• �!' -k-0 9 ... i -a I � a 360 f 5 i p 1 ! fi I k Q t i Q I y 3 i i r 6 n SECTION s € h EXISTING GRADE O s , AT CENTERLINE i _ o o �o FINISH GRADE f 'A a W rJ - __ _EXIST1Nr�---GRADE_- __ AT, CENTERLiNE T CENTERLINE � = A NTE 3 � - �' , FINISH GRADE i v h• AT CENTERLINE I 'ti p - 7_ - - -- - - - _ - I h'S- # O h h� i I c , p v d •9 i 1 s ti �s 1 a s 3 , a i : y 3 355 355 3 f € 1 qa e j 1 1 i i # 3 pg y s I M I E i 15 LF ! s , j O S-0.038 D , t .0 INSTALL B-68 57.0 111+60.00, I 114s� 5,0 01 STA 20.00LT I CD ® FL 355. I i i € ° - - S - _ - i t f I RC I p I I d 350 350 :INV 18" E 350.38 � s `INSTALL °25.76 LE I , r . € , # , : ! I � i 6 5 ! I INV 16' NW 349.75: i € INSTALL' CB -63 - s i STA 3+4000, 0. OIILT € € S=0.0 35 INSTALCB-B2 8"0 pVC SS FL 354.82 3._£ I INSTALL INV 34 300•x; € STA +40.00, 20.00RT 3�d�9 INSTALL CB -B1 INSTALL SSMH-28 INV 18"= W 349.0 INV I s i FL 35 .82 ? € ' INV ? STA 4+20.00, 5.00RT _- .-E-349 - _ w_ - s , STA ,3+9a0, 5.00RT fNV f.7(T 34.41 RIM vb6=89- 9 . a INSTALL 25 00 LF INSTALL 1 .00 LF i ! 34q •'D : ± NV1/ 18" S 349.50 g INV 8" E 34�rJ5 $ 18"0 RCP D 16'0 RCP SD i € # I i INV INV 6' 6' S 8fi 2.J-19 65 = _ 1 i O. S-0.02 O S-0.06 7 I lNSTAlL -SSMH 27 , -. : .. .w_., _ g __ _ -_�,._ ,... � _;- - - � INSTALL CB - i ST 0.00, 1.21 LT s STA 0+95.00, 5.00RT s i A 0+8 € ; s RIM 356.30 ? INV FL 356;14 INST 23 ' s I 3144.51 � 5. LF 24 O s INV 8" N 347.80 ' ! a I RCP SQ O S=0.002 - -. 349. INV 18" NE 348.00 8 - # - --- - x __ _ - _ - - __ ST 1NV 8" E&W 347.70 fi5 F' 24"0 RCP: SD O_ _ s i INV •347:6& . 5=0.00 I I 51 : 34 •5 i a S - MH 3 3 INSTALL SS B2 345 3 4 r 5 I i - - _ ° _. - - -- - - -- - -- ---� .� ._ �R __. _- _.�.,� - srA.�.�+05.0 �. Rr I _ fNSTALL 6SMH-B4 € ! INSTALL SDMH-B10 ; x i- I � - I': _ ; STA 1 +05.00 5.00RT € INSTALL SS H-63 I ' ' RNV 65 148 -348 -.93 -3149 -tot) # STA 1+05.00, S.00LT IN SSMH 63 i a " i STA +40.00,. 5.00RT RIM 356.50 ? STA 3+40. 0, 5.00RT INV 24' W 345.17 € RIM 356:30 - - Q��5 RIM 35 .25 - - -- fNV_1 SW_ --. _.___� n_I«__ �- _ ---_-__---- .__�..- �_..,_... - _-_.,.... £�-_ ..._ . „ .-_,----ry _._.�_._,._..... _._ R1M_ 525 - -_,.. v.._.,,.. m sn.. -__--_ _-._��ns•--� �� v.,_ .. -_._.,_.M, __. � -- � - --- - „ 24 W 3451 g INV 16' E 34 q.� . INV I$ NW Z50,2l i 3 ; t{a1. ti 1 ' „ 5 I I ! I INV 18" W J48-.% 314q 53 i s l NV 18 ; 6 8(0 I& a s 3 �s INV 18" W I _ INV 4" N&S _345.00 INV 24' N 345.00 0+.50 1+00 2+00 3+00 4+00 1+00 2+00 3+00 4+00 Y^;maaa W Z BMFOJZK St AVA2= CA • E TSA 1-800-229=-2= 360 355 350 345 a. 40' 0' 40' HORIZ. SCALE: 1 "= 40' VERT. SCALE: 1"= 2' CTION FL S5.5.30- ­}_"' INV 18" S 349.50 IW. 3�•Iq.(oS STA 6+11,08, 5 OOLT INV 18 N ' 348.93 S49, INV 18" W 346.33 INV 24" S&E 344.67 s I I STALL 15.00 LF 1 RCP SD S=0.0380 GENERAL NOTES 1. ALL EXISTING MANHOLES & VALVE BOXES TO BE RAISED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL 5. STANDARD SURVEY MONUMENT TO BE INSTALLED PER CITY STD. S-29. MT. RIDGE DRIVE SARIO DRIVE SEE SHEET 11 SEE SHEET 13 I I WA ZtZ/:ZJ J4.V LI I cn I II o N _ I CONSTRUCTION NOTES O -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 & SW -1 OB -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS "R" VALUE BW BACK OF SIDEWALK VP VENT PIPE -• - INSTALL STREET SIGN INV 348 93q ! CB CATCH BASIN BVC BEGIN VERTICAL CURVE ! STA 6+00.07, 5.00RT - PROPOSED PAVEMENT CR CROWN OF ROAD EVC END VERTICAL CURB "o" STREET LIGHT .�• ,=� •; PROPOSED SIDEWALK C&G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION ® STORM DRAIN MANHOLE ////////, EXISTING PAVEMENT DEP DEPRESSION INV. INVERT O SEWER MANHOLE EP EDGE OF PAVEMENT p PAVEMENT O PROPOSED SURVEY MONUMENT INSTALL SDMH-B2 ECR END CURB RETURN TC TOP OF CURB -S STD RAMP EXISTING SURVEY MONUMENT (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION INV 18" W 345.17 FL FLOW UNE SS SANITARY SEWER CHAIN LINK FENCE f- DIRECTION OF GUTTER FLOW FTG FOOTING SSMH SANITARY SEWER MANHOLE - ..... - WATER LINE -W- EXISTING WATER LINE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT -G - GAS LINE m BLOCK WALL GB GRADE BREAK STA STATION 00 "R" VALUE HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN to2- I -� _ 9 IC1CB -68 B STA 2+9.81, 60.00LT I I bo J J 7C) 0JJW P 1-.tiSSMH-3srA 1+05.04, S.00RT 33 53 52 1 50 49 48 CARROTWOOD AVENUE STA 1+65.25 34.0' LT'�`*'�ISTA 17+91.52, 5.00RT 8 SDM 610 �*ro "�`'� 1MT. RIDGE DRIVE 4,1 1 STA +1381SOOLT- MNw \ h6' CARROTWOOD AVENUE C o ► i ac` + + N m .+� Go gN \ t� STA 1 05.00, S.00LT cn'Q x "' 03 �1`i1 w � ri 1+. x v, ` - x SARIO ►- x 0'; � W a c� to M ellN V N N za to - ----- - -- to b 30' 25' Z 2+00 4+00 N89'05'24'W 297.26' 5+00 18"0 RCP D C C _ - 3+00- - 6+00 N8TO5'24" W 319 4.17' 7+00 5 N89'O5'2T W 218.77' -810 PVC SS 25' + - 1 - 1 - - I C o N89'05'24" W 276.26' �- 8"0 PVC SS I 30' S' + C N89'05'24" W M I o 343.74' INV LA 1\1IT )0 _ _ _ � to 45- o h� 't o o ff' o o z o CC o`j b co co M Off' ' ix LL' o ►� c5c' 'o caAlp lf Q b q 4 x Z I ui x � z�`'� x "�' m Q co 0003 d� NZ z M 54 8 co cn N 55 X 56 - o o 57 X 58 59 60 + 0 o 0, x Q � _ J I � 61 62 60 N N N i I A e I � I I I� I I MT. RIDGE DRIVE CARROTWOOD AVENUE STA. 1+00 - 9+64.31 SELLERS WAY SEE SHEET I1 SEE SHEET 13 3 INSTALL CB -B8 STA-_ 2+98.8.1,::.60.( FL 355.72 INV 18" SE 350.38 1+00 2+00 STA. 3+13.81,o 5.00LT RIM INV 16' NW 349.75 o•Z? INV 18" E 346:00 3L 5• t3(n 3+00 t i s s 's, 9 ' t 3 d O 5=0.0111 AT EXISTING GRADE A7 CENTERLI_NE 9 X J 0 ti t5 44 0 47 6 45CN M O+i co C X53% 9 00 00 x c 0 f 50 GQ30' 20 60' 8+00 24'0 RCP SD 9+00 Zk 19 16 5`20' f- PVC SS 30' C Q x _ 00 o 63 Go + 64 in + 65 N 4+00 5+00 6+00 7+00 .0MH-61 67 Sr STA 9+30.24, �9 / s9%9 SMH- STA 9+43.81, ' 5.00RT 66 RIM 35Cx�i ? INV 8" _ W 350 Arr I ! INSTALL SDMh STA 9+30:24 RIM 355:& I INV 24i E&W 9+00, i r; 360 355 350 __.. INSTALL' 343°7 �.,. r ` 276.26 LF g'0 PVA SS O =0.0035 I f I -• - INSTALL INV 348 93q ! INSTALL SSMH-31. ! STA 6+00.07, 5.00RT ! i RIM 355.80 s I INV 8" E&W •348x6 ".73 j i 9 INSTALL 297.261_F` 18"0 RCP { " ' I SD O } S-0 028 -,� e ? 3 319 17 LF24"0 RCP I SD O INSTALL SDMH-B2 STA 6+11.08, 5.00LT RIM 355_.68 INV 18" N 348.93 34i°l• 5 $ INV 18" W 345.17 I INV 24" $&E 344.67 4+00 5+00 6+00 7+00 .0MH-61 67 Sr STA 9+30.24, �9 / s9%9 SMH- STA 9+43.81, ' 5.00RT 66 RIM 35Cx�i ? INV 8" _ W 350 Arr I ! INSTALL SDMh STA 9+30:24 RIM 355:& I INV 24i E&W 9+00, i r; 360 355 350 LJ v / o 0 \ �z ww iw mw 3z z W m }J U W F Z w Y O w = W a U 0 co m � c w w IIL CL w o / o 0 \ M 0) O °' o O v > I U CLO 00 W m � O W cD Q M w (n (O ui W v i m (n m IW- Y t1. T = U 0 c m � 0 W cu m m Q W Z � Q Cl W Q y, N Z�, W g !rZ k W A~Ul Lu o0 Z = � co t U)5 E °- z w � v ui W v '�♦'0A 0IL M 04.2 r W N jv' �vr FDATE-. JOB NO.: 050309 FILE NAME: 050309-15-MEN-SSSD SCALE: HORIZ. 1"-40' VERT. 1"-2' SHEET NO.: 15 OF 22 1.2-6553 asiroaa aWavarnW ceu • usa i-800-zv-zeoo 360 355 350 GENERAL NOTES 1. ALL EXISTING MANHOLES & VALVE BOXES TO BE RAISED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL. 5. STANDARD SURVEY MONUMENT TO BE INSTALLED PER CITY STD. S-29. . by 40' 0' 40' HORIZ. SCALE: 1 "= 40' VERT. SCALE: 1 "= 2' BERKSHIRE ROAD B STA. 2+36.85, 5.00RT V GOZUM DRIVE i SEE SHEET 17 POYER DRIVE SEE SHEET 18 0- 6 x i } a I 1 u* : 3 SSMH-34 dB co , STA. 1+05.00, 5.00LT INSTALL 31.41 LF s i, I POYER DRIVE II co STA 4+67.25 34.0' LT q STA. 16+87.75, 5.00LT `-0 ' 0=0.005__,___.-___•�«_ p.�_� $-.___�s..,. BERSHIRE ROAD N '- 8'0 PVC SS 18 0 RCP SD 00 I2 INSTA ' 102 co RIM 35115 co ( o SST♦A{. +74.75,,:. 27.21 RT 93 O01 Z +� LO NE 349.62 o STA 3+16.85, 6.00RT �a INV 18 + T N00'S4 48 E 55.00 5' 2030' 18"0 RCP SD OIT518"0 RCP SD m Z 1 3 EL STA 5+16.75 34.0' RT INV 1 STA 5+16.75 349 ZT UJ D C B -B7 J Z I I � 8 STA 2+36.85, 18.00LT N SSMH-35 C SDMH-611 0 ( STA. 3+01.94, 5.00LT B - BERKSHIRE ROAD GOZUM DRIVE SEE SHEET 17 SEE SHEET 18 POYER DRIVE STA. 1+00 - 3+20 W r EXISTING GRADE i o = FINISH GRADE = Al CENTERLINE 0 ca s __ s_<___� _ENifRLINE ____-n- _«____. _.•� U, ` R 3 3 e } # a a s' € 2 i a 3 i IN ALL 55.00 LF f 18-# RCP SD ' '0 S=0.0028 INSTALL SD H -B 11 ' STA 2+36.f5, 5.00RT RIM 354.53 INV 18 &1 V 349.05 € INV 18" N 349.05 s s " S 0 5,0.0069 4 LF OPVC 9 9 Q• 1 MISTAtl , 18"0 RCP SD -0 -S 0 0040.. INSTALL CE ..,. -STA.. 3+16. FL 354.74 INV 18" S 3 INSTALL SDMH-B STA 2+91.85;- 5 RIM 355.17 INV 18' N&S 34 RIM 355.18 INV x8" E&W 346.7 2,46.56 INV 482 r _,,,. CONSTRUCTION NOTES UA -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 & SW -1 OB -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 y's°x Ir.x y�,:N °x ��t�- °�o A6' !� N44'05'24"W 41' +00 - 18 RCP SO s4 A J N LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS 'R' VALUE BW BACK OF SIDEWALK VP VENT PIPE + STREET SIGN PROPOSED PAVEMENT CB CATCH BASIN BVC BEGIN VERTICAL CURVE CR CROWN OF ROAD EVC END VERTICAL CURB <> STREET LIGHT .+• •=�' : PROPOSED SIDEWALK C&G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION ® STORM DRAIN MANHOLE /����/�j EXISTING PAVEMENT DEP DEPRESSION INV. INVERT SEWER MANHOLE EP EDGE OF PAVEMENT P PAVEMENT O PROPOSED SURVEY MONUMENT ECR END CURB RETURN TC TOP OF CURB CALT,gNS STD RAMP t� EXISTING SURVEY MONUMENT (000.00) EXISTING ELEVATION 000,00 PROPOSED ELEVATION FL FLOW UNE SS SANITARY SEWER �-Q--*-O- CHAINDIRECTION OF GUTTER FLOW LINK FENCE -�-- FTG FOOTING SSMH SANITARY SEWER MANHOLE - ..... - WATER LINE -W- EXISTING WATER UNE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT -G - GAS UNE BLOCK WALL GB GRADE BREAK STA STATION ® "R" VALUE HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN 83 82 61 AJ J Q J', J 10 UUUU b' o M M M + ao n N N 1/1 NI IA 4- - NO0'54'367E 250.44' 2530' 5' C 18"0 RCP SID 3+00 2+00 -8"0 PVC SS 25, 30, NOO'54'36"E 244.57' 87 114 -- 3DMH-B8 A 1+66.04, STA 1+57.83 41A,34.0-RT- 2� 0' QDW n. cx880� t0)00 o ZSTA 2+12.Z j GOZUM DRIVE SEE SHEET 18 SANTAN D E R WAY STA. 1+00 - 5+00 ECTIO 3 i i a 1 t I i • t E ' S E , 4 a 3 INSTALL 32.83 LF IN ALL 15.00 IF `l, INSTALL 25.00 LF 18'0 RCP SD x 0S=0.0035 18'0 RCP SD A S=0.0033 S=0.0020 I INSTALL SSMH-37 ------ «-. STA-- 1 +68.23, , 28.21 RT, 3 r RIM 357.00 INSTALL CB -137 I INV 18 NW 348.44 STA 2+36.85, 0.00LT -,,-LL; 1 " -.INV 1.6---E-348,34._._.._ . INV 18` E 349.10 INSTALL CB -86 _ STA - 2+36 � '� _ # FL 354.10 INSTALL SDMH-B11 i INV 18" W 349610 STA 2+36.85, 5.00RT I 1 RIM._354.5 NSTALL SDMH-BS INV 18" E&W 349.05 51A. 1+66.04 24 07RT INV 18" N 349.05 RIM 35�LB8- 3S(o • $7 a f ' NV 18" E 347:6x; 347.56 �..__�____--_,,_.� __yw,«_. . ___<_� M.,__�___.. .__..., . _z_�.a.__..�-_�,� .,_..�,m� �._ ��w.m. _-_w__=r_«.�...� � 18• NW �4�64 3�7 4% g "SS INV 346.51? 3 INSTALL 41.11 I 18"0 RCP SD I O S=0.0027 1+00 AT R • A, �h 79 h� N45'5436"E 43' 24 RCP'- SD 66 �� 9 4+00 �Z-5N5 STA 4+ . 1, 11. L B 78 STA 1+38.76 39.6' LTU co N D Na o� N c 77 STA 2+09.37 34.0' LT MENSEN DRIVE SEE SHEET 15 i � 1 1 ! I s EXISTING! GRADE ® CL : RIM 357.45 35-7 • 27 INV!,, 18' N 348.66 »_ lNV­ 4W SE ' 348564 's 57 LF 8"0 PVC: SS INSTALL 2 ��- ttVST Aii 250. LF 18.0 RCP SD O ; i k INSTALL SDMH B7 I STA s 1+95-29. 5.00LT RIM 457:94 3•S'7 . It 1 - . ,,. "INV 18 SE 3459 ".�•1i'.`39 INV 18" N Z47-.50 34- '39 2+00 3+00 B STA. 2+36.85, 5.00RT V i } 3 s SDMLL- 4+77.51, 25.68RT I 357.00 3 i m m POYER DRIVE 1 € i 0- 6 x i } a I STA. 5+74.99, 5.0OLT : 3 - - r - co , GOZUM DRIVE INSTALL 31.41 LF s i, I 8 0 PVC SS q N00'54'16"E 196.94' N89'05 24"W 25' C `-0 ' 0=0.005__,___.-___•�«_ p.�_� $-.___�s..,. 1+00.,,- '- 8'0 PVC SS 18 0 RCP SD SSMH-39 .10, 5.00RT INSTA i SSMH=40 4 102 - +00 RIM 35115 Ir SST♦A{. +74.75,,:. 27.21 RT o _ -= N89'05 24'W 15 NE 349.62 o STA 3+16.85, 6.00RT �a INV 18 + T N00'S4 48 E 55.00 5' 2030' 18"0 RCP SD OIT518"0 RCP SD " E 349.83 " 3 EL 3 INV 1 5+95.56 34.0' LT UJ 00STA + J Z I I � � -N v `ONO3'12'02"E -- 1-4 � 25.00' I w m N j v 18"0 RCP SD D CB -B6 `O 8 STA 2+3 18.00RT w no + 9 LO 101 STA 6+39.29 34.0' RT 1102 m STA 6+42.75 34.0' LT B SDMH-69 STA. 2+91.85, 5.00RT > M POYER DRIVE \� w STA. 5+85.01, 5.00RT CL �o GOZUM DRIVE ei ; BERKSHIRE ROAD GOZUM DRIVE SEE SHEET 17 SEE SHEET 18 POYER DRIVE STA. 1+00 - 3+20 W r EXISTING GRADE i o = FINISH GRADE = Al CENTERLINE 0 ca s __ s_<___� _ENifRLINE ____-n- _«____. _.•� U, ` R 3 3 e } # a a s' € 2 i a 3 i IN ALL 55.00 LF f 18-# RCP SD ' '0 S=0.0028 INSTALL SD H -B 11 ' STA 2+36.f5, 5.00RT RIM 354.53 INV 18 &1 V 349.05 € INV 18" N 349.05 s s " S 0 5,0.0069 4 LF OPVC 9 9 Q• 1 MISTAtl , 18"0 RCP SD -0 -S 0 0040.. INSTALL CE ..,. -STA.. 3+16. FL 354.74 INV 18" S 3 INSTALL SDMH-B STA 2+91.85;- 5 RIM 355.17 INV 18' N&S 34 RIM 355.18 INV x8" E&W 346.7 2,46.56 INV 482 r _,,,. CONSTRUCTION NOTES UA -CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARDS S-22 & SW -1 OB -CONSTRUCT STANDARD MANHOLE TYPE A PER CITY OF BAKERSFIELD STD. S-7 & S-8 OC -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. S-12 & S-14 Op -INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. S-12 & S-14 O -INSTALL DRAIN OUTLET PER CITY OF BAKERSFIELD STD. S-9 y's°x Ir.x y�,:N °x ��t�- °�o A6' !� N44'05'24"W 41' +00 - 18 RCP SO s4 A J N LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS 'R' VALUE BW BACK OF SIDEWALK VP VENT PIPE + STREET SIGN PROPOSED PAVEMENT CB CATCH BASIN BVC BEGIN VERTICAL CURVE CR CROWN OF ROAD EVC END VERTICAL CURB <> STREET LIGHT .+• •=�' : PROPOSED SIDEWALK C&G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION ® STORM DRAIN MANHOLE /����/�j EXISTING PAVEMENT DEP DEPRESSION INV. INVERT SEWER MANHOLE EP EDGE OF PAVEMENT P PAVEMENT O PROPOSED SURVEY MONUMENT ECR END CURB RETURN TC TOP OF CURB CALT,gNS STD RAMP t� EXISTING SURVEY MONUMENT (000.00) EXISTING ELEVATION 000,00 PROPOSED ELEVATION FL FLOW UNE SS SANITARY SEWER �-Q--*-O- CHAINDIRECTION OF GUTTER FLOW LINK FENCE -�-- FTG FOOTING SSMH SANITARY SEWER MANHOLE - ..... - WATER LINE -W- EXISTING WATER UNE GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT -G - GAS UNE BLOCK WALL GB GRADE BREAK STA STATION ® "R" VALUE HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN 83 82 61 AJ J Q J', J 10 UUUU b' o M M M + ao n N N 1/1 NI IA 4- - NO0'54'367E 250.44' 2530' 5' C 18"0 RCP SID 3+00 2+00 -8"0 PVC SS 25, 30, NOO'54'36"E 244.57' 87 114 -- 3DMH-B8 A 1+66.04, STA 1+57.83 41A,34.0-RT- 2� 0' QDW n. cx880� t0)00 o ZSTA 2+12.Z j GOZUM DRIVE SEE SHEET 18 SANTAN D E R WAY STA. 1+00 - 5+00 ECTIO 3 i i a 1 t I i • t E ' S E , 4 a 3 INSTALL 32.83 LF IN ALL 15.00 IF `l, INSTALL 25.00 LF 18'0 RCP SD x 0S=0.0035 18'0 RCP SD A S=0.0033 S=0.0020 I INSTALL SSMH-37 ------ «-. STA-- 1 +68.23, , 28.21 RT, 3 r RIM 357.00 INSTALL CB -137 I INV 18 NW 348.44 STA 2+36.85, 0.00LT -,,-LL; 1 " -.INV 1.6---E-348,34._._.._ . INV 18` E 349.10 INSTALL CB -86 _ STA - 2+36 � '� _ # FL 354.10 INSTALL SDMH-B11 i INV 18" W 349610 STA 2+36.85, 5.00RT I 1 RIM._354.5 NSTALL SDMH-BS INV 18" E&W 349.05 51A. 1+66.04 24 07RT INV 18" N 349.05 RIM 35�LB8- 3S(o • $7 a f ' NV 18" E 347:6x; 347.56 �..__�____--_,,_.� __yw,«_. . ___<_� M.,__�___.. .__..., . _z_�.a.__..�-_�,� .,_..�,m� �._ ��w.m. _-_w__=r_«.�...� � 18• NW �4�64 3�7 4% g "SS INV 346.51? 3 INSTALL 41.11 I 18"0 RCP SD I O S=0.0027 1+00 AT R • A, �h 79 h� N45'5436"E 43' 24 RCP'- SD 66 �� 9 4+00 �Z-5N5 STA 4+ . 1, 11. L B 78 STA 1+38.76 39.6' LTU co N D Na o� N c 77 STA 2+09.37 34.0' LT MENSEN DRIVE SEE SHEET 15 i � 1 1 ! I s EXISTING! GRADE ® CL : RIM 357.45 35-7 • 27 INV!,, 18' N 348.66 »_ lNV­ 4W SE ' 348564 's 57 LF 8"0 PVC: SS INSTALL 2 ��- ttVST Aii 250. LF 18.0 RCP SD O ; i k INSTALL SDMH B7 I STA s 1+95-29. 5.00LT RIM 457:94 3•S'7 . It 1 - . ,,. "INV 18 SE 3459 ".�•1i'.`39 INV 18" N Z47-.50 34- '39 2+00 3+00 0 P=0.0023 a i } 3 s SDMLL- 4+77.51, 25.68RT I 357.00 3 i m m RIM 35710 wiB 1 € i 24' SW X46.30 24 E 346.30 6 x i } 1 I f s : 3 co f , INSTALL 31.41 LF s i, I 8 0 PVC SS q `-0 ' 0=0.005__,___.-___•�«_ p.�_� $-.___�s..,. ��___.� INSTALL SSMH-39 .10, 5.00RT INSTA i SSMH=40 4 1 STA 4 RIM 35115 Ir SST♦A{. +74.75,,:. 27.21 RT 3 'n INV 18» NE 349.62 o oV �a INV 18 S INV 1 " E 349.83 " 3 EL 3 INV 1 SW 349.73 i UJ w Em♦ J Z I I � � -N v �- o co F j � � s 43.1 f LF ___._, -. _ I w m N j v MCP SD 0 P=0.0023 INSTALL 1 1N - DMH B6 STA .5OOLT RIM i } 3 s SDMLL- 4+77.51, 25.68RT I 357.00 3 i 3 S I m m RIM 35710 wiB i { INV -946.03�►�e 5 24' SW X46.30 24 E 346.30 M OI INV 24" I ! I = 3 : 3 co c , 4i f s i, I 6 N ' I ed cl co 8 r CC W 3 Ir 3 'n o o oV �a z *� 3.2 �t M ' to EL m w to uill UJ w Em♦ J Z w > N � -N v �- o co 0 z a o c� O I w m N j v F. c }.1 W U w no ow m > M \� w CL �o ; r7 O '00 OU `. i LJ p, O 1 q L 360F_ ¢ d Ci 00 -i o � M N F- w w O F- m INSTALL 1 1N - DMH B6 STA .5OOLT RIM i } 3 s SDMLL- 4+77.51, 25.68RT I 357.00 3 i 3 S I STA 4+5.73• RIM 35710 wiB i { INV -946.03�►�e 5 24' SW X46.30 24 E 346.30 INV 24" INV NE 946.49 34 to. !-13 I s ! I = 3 : 3 c , i a f s i, I 4+00 5+00 0) N m H tam 3i � I� U LLJ m >>>> ui 355 -OFo 350 PLOT DATE: JOB NO.:. 050309 FILE NAME: 050309-16-POY-SAN-SSSD SCALE: HORIZ. 1'=40' VERT. 1'=2' SHEET NO.: 16 OF 22 12 X553 Lu cl Z .® f N ' I ed cl co 8 r CC W 3 �L 3 'n o o oV �a g 3.2 �t M ' to EL E o m to uill UJ w Em♦ CL w > N � -N v �- o co a o c� O I M� all m N j v F. c PLOT DATE: JOB NO.:. 050309 FILE NAME: 050309-16-POY-SAN-SSSD SCALE: HORIZ. 1'=40' VERT. 1'=2' SHEET NO.: 16 OF 22 12 X553 *b \NEERCON Go M m OD M 0) t0 3 �mZ c� Z }J W W F U Z W Ox t' 0 m ,�- > M xW Q 4~ o uj U Z %n W J w 3� z J W Z W Oa wa- m � D O V CL W Q � n OM O) U O OO > O Z <? co co X O ^ 5 M W (D 0 w � v C? m � W N m � 3 W m H H0 Y r2>>> m o } LU m z w Q of ei a a o PLOT DATE: i JOB NO.: 050304.1 FILE NAME: 050309-18- Z-SSSD SCALE: HORIZ. 1*1=Q' VERT. 1" 2' SHEEP NO.: j 18 OF 1� W N od 2 S rN W H0 2 '� N z o 0 O � co a c E t to1 W W So mo. o N .Eu 0, UD CL 6 c^ �� L m N 0 v > v/ F-i� PLOT DATE: i JOB NO.: 050304.1 FILE NAME: 050309-18- Z-SSSD SCALE: HORIZ. 1*1=Q' VERT. 1" 2' SHEEP NO.: j 18 OF 1� 1.2- 6 55.3 LJ U 3� z �w mw z z }J w W ~ W Z -� O Of Of n m Q 0 w 0 w Q o C) rn PO M Li mo00 Z U O 00 00Z O X O W ^ D O O U- c� co Q M w W ° O LU o M w 0)v) Y 4— W CL U O c Neom >>> 0 LdCUm = r; w � 3 M- ca W �. W W = r; v) 8 M- ca W ID HU. L O NM U- Zp n O = 9 c CO L E t �to-C " to 45 W _� E 8 mo. ca "tee _ W N �v Pco I I 'LOT DATE: OB NO.: I i 050309 ILE NAME: 050309-OFFSITE2-SSSD GALE: HORIZ. 1".40' VERT. 1"-2' HEET NO.: 20 OF 22 e i i V z j 0 z 0 P- L fyU W D I I m I W i Q � I \NEERR *b S, 00 ' (� 0o b of .A z w MW mw -z 0 z }J W W~ U z w O � Of a. r m > M 0�. w w Q o C, 00 rn o v Ld 0, o i v co o m X L o N" =,w X `� o' m O�= Y J j< 3 0 cm N m H L, Y `l _ _ U T 2 CU O >:>m 0C } W m Q Lu(if 3 a 0 `W LU 1.� V 1.� N W v♦ N r v♦ W H LL 0 �� �O 0 O M co � = S v z LU �� ma N � 60 ~p Q N0� vv� � ,i■iMii c*jN jv �CID PLOT DATE - [ ATE: JOB NO.: 4 050309 FILE NAME: 050309-0FF'SIT0—SSSD SCALE: HORIZ. 1-=40' VERT. 1'=2' SHEET NO.: � 21 OF22 i �-2-- 55 ) :Lw Gil[ Al Sfreef mcont.of-war 4, I I '� 1 i Z. I STleddrd slams e- I I BocF ed o/ a , I GENERAL tpTE5• I 9e we to be cit I lia,gn! verIKO/ O/g nwnJ .AieSJ } $ AA +Ork sial/ conJwm nthe app/icaDr secllani otnerwwe dreclea the . or /he tpK,f Islioa[ enNned "Srm,adme, S;_b. C'Jff, Engineer, ••-, embons. Stole of Ca#fom/di, DeparnmNat of Trac- ' Dortation", current edition, and the following 23 (Mhl 6eneral Notes: GENERAL NOTES: Al/ o-wewoy Amrot/lea ole ,,*,t ro gpprarat 'W Tidlhe ! I ' ,CwmOrid&tsn Me Authariry Ond Cary Engheer CCanbflwhon Ab dmistey Cansaudan Shan De plowhilyd w SbYrvM-, Sdetrtse, sleet or aril' /ehrnJ. CURB AND GUTTER CURB AND GUTTER TYPE "A' "&010W Preparahon she// be Co -bulled hhe &Pa. "1Rnl-• I -ExpdJ. JO:IIr ro grout and cross $ec/kvr, soM rnnpodon of 90t its taepm of 0.30 feet Sot /o a awash o/ 0.50 Jeer N M' 'R / "Gro -- ,,, Conor`# shall Ow Clan 6' 15 $ock/ dad SWI ,(,Lt11Ff 4 R 31' fM:/ R.1. / Curb Aware - 41-W eerweea 2-//2' and 5-v2: - If-shisd it ... 3� a A ClnCA" shall oontadr Ad ddd'Ires onsets p;dr PLAN /nen eropora/ ,s obloMed from fte Gry - Engixtr s.. --d:: 2' 1 i Concrete siscul 0e Cred wind O while."'O"nted TO ed a Of Sidwroa%� !TOO ofCtrb carting com bond Complying to Section 90-7018 !• y of Me Slle,dhd Spec,liconons- Cort rdiCF 11 , I maf- r---------------Y --- -----------7 - - SCor/Ag of concrs`# She// be a mMmam of 1/8' BOtla11 Of Carb•-� kn depth wen 0 :caved line ,n /lire with and - ELEVAT/ON sora#!/ /o 7h, cock of /he caro. S)detw/aS shall AF scored toa minhtwm Wput of &P-- joMe 1/Ar material she// consist of I preformed saps of a darobir, reshent Cammand TYPE "C" ROLL-TOP Af/ exiship canclese Curb, gum", and araawoa rolnowdolm .W~& S/ondod SiabwoAF 3t of/Off It,! fact Of a'9' propoxd o-neray snaV/ �' p g• A& wlrcur and removed. - ''III•�,� 5'min � I 1 _ E.ashAg poreTml s.5o// At somCul and rcmorM .-Sks ! ihch pN �ol 1 Q -i(��.• ' o minimum of 2 feet from the edge Of the •'%-L"'-, -, ; quill/ exCl.01 when the G'ry Engineer nos �6"rAtltness N od"01 ea rhe la -mg at o iA'ar ¢tier against the A permd low s/dwloAt conllruchas end recon- slruchpn shall be obtained from the Department e pond edge at me "sting pavement SECT/ON A - A Poeemenf michn9 shdiff eOnnnn to Cay the fallowing General Notes: (Revde mia/ SuprOdin Twp-And-O-haY Ar A lN rhamm, Lot sue/2p Standard 5-6 Airy vOnace ,a finish, Color, or material from A d 1.r o -w morin a cansfr cit way u on sad/ be 9th,10 r a /w new r ed, a sen m 0of octanes from J. DepwlmMJ of AID/K Wwkr th f,f1,,ed ,u palgs d Chrprer /2.40.0/0 of Inc 8okers,iHo MunK,pa/ Code rho// proHdw a,/ p Alto, tc start o/cork COnere/e drrvawoy epo'00cnes ocrordnq to This stondord drow:ng. A.,thfu/petormance gudrdintwe (cash wboad) Such dnvewoy approaches shall be , lxstence or ,love the,: construction guaranteed Dy COM, certified Shall be required with o// dr,rewa, perm,).. cheek, Or corporate surety bond opProred or file Cil, Aflotney os a cond,rion to Exrslmg d,reroys may he sawcu+ and. that opporo/ mita occrafpr:e A• ase Chief Bu,/dMq inspector On base, side subject to app lea/ .s,, the #,,fr c• for aCCuPancy to the building or properly. authority old City Engoneer. ad gulf" occTaa<p b 1Ns Slonaa/d lea curls ant wing. S.rn .hall a! ap,rlad spaafA, rAM gnsr a Rha WlAvs sive# pr y, exrsJmn• a horn JArr bow Construscian , REV!SED JUL 59 &-lab biscuit 91-A(d" q. Cash, ew-n%ied "'Yo le cwpatdr savory barna appAed by mr City Al;a my JM d! b b J!A' 1.R., � frac to land' pA0•da aid O:Yedhsm[ by JAr �� - - STANDARD !O,`122/�4l oc,cber ze _ ei • � __ >. ri RESIDENCE K AKD f DRIVEWAY Ca,tar/t sJldeJ m„wn m pt%Ares move. pia q wo w sin-, a oOJav+r' lain JAe Gy £,prweR-1.,W ,mtr erg toad lAe exhmp potrrNn.• sits/ be So,r<l,t None CITY OF BAKERSFIELD 5"Id- for new, remodoild, or a pondld d,ild,ngs ,1\I di't R CALIFORNIA S -a} a SpCmCalMJ Aeu w,ep/armg o m/mnYxn w?'sCy paaanoNJ - ENtiIHEERING DePARTMEM the Be,Yeeshold Municipal Code shol/ provide = rl— • R - 1. I. 5' 11 GENERAL ACTE3, All mork shall Conform to the applicable sections of the 'Standard Specifications, State of California, Department of Transportation, current edition and the following Sener•al Notes: SubgraW ltrlpsro/int sAan eve ewNnrdw rhe to prodr cad elder section -M CWD"d mn of SO% its a Ape N 0.30 MN &OAW saaOginide. cow'so , *haN M Coss t" Its eeeA/ ewd ante AV "ria 2W At sot' sAwsp. rAws., f«aa aAaR a awfedrd as has, ANm, awed ant fe the eMefe`# aoad *6811 ave N fess taws 14 /Aata fist ' 'oily arfacM. Toss was lore shell he `#0wwad *wd,YA, nta eRva w how fit* IrWA ffmfM. wl,erw eleAiee Nrd* wI N 01 n,wlmeM. ages coomiAWYMa shell wer/4% p/shoe rmaraCNM Iw/e*# arANRrM It ache, Ay she fmousow. co -ow- SAW/ swma/a ave eddn/ms aw/oss rldr ya,IPI/ IS 001lios'd ffe- lam r✓ly E -f -W.. CaroNe shall N Coed w/M o wafer pgnrland nrrRg Compound eoma/ywg n SMioa l0.7.0/B hf IAe Slwadw0 speeirKNiwM. r"'Nne mlfa.s d duds SAW/ N sss~ N IM lAorls N /he Oreo /o eo r~$h`uend. .bind* fol r'wmW Ce►Or E*Poarwr Ism -W be e snarled ersrya 30'sum atem0wst pad, Idind, w /s" tel ExtrudN rwer weseeaN alone fwkw shall De e«.frfaeted M /s' minrRea. ICJ rhe aro fongtmhaef rebels &4011 bv paced -'n' I*/wma /he cob oto heso sM10n. SIX6Z e- Del Ave& a 2' min 1p rwncca/ ever ft died &AW/ Pot e-dwdatd 2' uuo the ehrb aaM _sou uCtiset ^ - fl I I I NI Hear e' longe t\LI`-_�/L i � sd p�PG Ment JIM merNi TYPE Af-1 " MED/AN CURB (FOTn*d) r s' 4' OW Eaa'y N me dswr wld paAfy sarin At ,a ed is alxn thrbkle n fM pan -m/. ' D-.'., . -'. D :._ 4-- : v' ,• I .. • ,'e. .': D:.•. .p V:. . / a: TYPE M-2' MEDIAN CURB (Extruded) REVISED JUL 19 Ret: rte' I f14- -I �6 .-?4-----.•1 STANDARD MEDIAN CURBS TYPEif "M -!,r D RtN 2w TZ 9 198x �--I I TI 17 _.-� T f. y i C ;; - D i �- , z• R t, i; a: o .;-, I e• 17• I I,-,,. '.. 4 I 212 X 8 � CARRIAGE I L.D. rt' - 14" :: .. '. 0 /?• til. D D ,.. _ • 4 I. '"""-N,,it, CITY OF BAKERSFIELD CALIFORNIA i 113NGINI ERIN0 OEwAwrisfe T , Rt . " . ... GENERAL NOTES: . I bl /5'(M/ I I �I .. O :: Q.. ,.:_ C . he/ween JOmft p leMtof C, $bits of Calf -ho", DepnHmwnl a T,ons- Volume t 006379 cubic yord per l/neon fool Vo/ums to 0.05903 cubic yard pas, lineal IDs PartdlK"s- and rhe /al/o.Mg A,,CIa/ prOr/.,Ons. l ! R ro• 1-W CURB AND GUTTER CURB AND GUTTER TYPE "A' APPLIED TO THE SURFACE OF ALL LUMBER. to grade ane cross sect,-, wish compaction of TYPE 'B' 90t its taepm of 0.30 feet aAp// udest I'- K c whdineer rected by the ^1E- D City EngierEnfl �t � w . - hwe o slump between 2-//2' and 3.1/2'. 7Ae su/ace Sho/l be hmshld , p•aW ono cross 10 :echo,, -M o Abaft, Howe/ed smpoM, old If-shisd it ... 3� a �:.::. Z r---- 1 COMBINATION TYPE Cavcrelle shall be Cured wind a mhile-pigmlMnd cu'''ll CaTisamd eanabing to Sechan 90_7018 /O' .3 :� .r 4 a - ,..: 6• 1 - . D -'.::'!t.: .., a_,• :'::r it dare' .R<f, I I I spaced approximately 14' apart, and to last runner and bottom tension wires mitt, fabric bonds spaced approximately 24" s.. --d:: 2' 1 i I I bol ,ntervIAs and a pansron jann al 60 fool T I Vox I- ;:a'.<_ `..til" tea' I Coop mosews --24• ; ;� ; - __ L-- IF -x- sus NMt l#IR• males/ ,Shinn/ consist Of 5-6"marsh m 007other 'ones and Wilimms-004- 371 cubic yaa per /intai /bol on molar Cry streets; orb to waN There won is eoherucnd. S)detw/aS shall AF scored toa minhtwm Wput of CURB AND GUTTER WfJsrM c 0.03487 cubic yard par bnea "Oct I FENCE TYPE "C" ROLL-TOP Ex a» sin forNov sidewalk consimchon in b/oCks woth ea$Jmg GUTTER I -.- CEx/smg GENERAL M7TES• 1 suWwd/k shall be sdimdd and removed a Ernst All murk shall conform to the applicable sections of *C I Joml`; 4.1gi r the 'Standard S Jpe "un' ant guHer n penmtltd v0 mARd ! Ab 1.d pecificationsl State of California, _ # ' ' A permd low s/dwloAt conllruchas end recon- slruchpn shall be obtained from the Department pbnfs,AbaAI :Ante swansas oro R-s-z� A Department Of Transportation , current edition and of Pub/ K IVOrhs mita soon see ocfual ampay work. ✓a. . I the fallowing General Notes: (Revde mia/ SuprOdin Twp-And-O-haY Ar A lN rhamm, Lot sue/2p I Airy vOnace ,a finish, Color, or material from . SuIDyaA• plrMorleles fav into 2', V aid C' eu0s and stondord moll require a sptc;a/ permit frail r1. N a silo a con s ,rtat'lm hr" , Powe da thou tsraaa sum oaaaacyat d✓ 901b a M of a 1'lrmir !w Shea ae <ried awb. s,tg9'nale aro 30/t Caro and v40 I I Oemd7ians from Ms canMnolar ryas sdewd/k,such acrid fM-k mita may be padnm frog rhe AfAvrmsmt O blew, roman, Concert' fo• cup and 4(,o// `# Cbss 7r (dead/ o/ R/NK mtks ad Sha/ De wmn 1 l0 17 skla7a t 1 I _ I. h o se drecfed by the Gly Engineer thiaw far 1."r, a modeled of, sxsae+dad pwyaktps - sell • rrnpe, MnJ sive# M s.r/0.Ya aJ y,..* Jxxl ro M m eApam JZ "1 5Vhdsn J240.(Me of hK cwcren ad sAai m/ br less Mon / hent Bakertliea IttI a of the Municipal Cade. bei pare• Mumcpo' Coat clot/ pronW Lp•IcreJe c blip asbred \ ! e 5 ad gulf" occTaa<p b 1Ns Slonaa/d lea curls ant wing. S.rn .hall a! ap,rlad spaafA, rAM gnsr a Rha WlAvs sive# pr y, exrsJmn• a horn JArr bow Construscian , s'mn. s• q " &-lab biscuit 91-A(d" q. Cash, ew-n%ied "'Yo le cwpatdr savory barna appAed by mr City Al;a my JM d! b b J!A' 1.R., � frac to land' pA0•da aid O:Yedhsm[ by JAr I I • � Yn ml/ iaap a/nvwrte dilrKtdo st/^d canlho eJroa ,m/esi ending A'aspwenir /y dic aaarKy b dins, busavp A' ft. Eagmen w paowrJy, Ca,tar/t sJldeJ m„wn m pt%Ares move. pia q wo w sin-, a oOJav+r' lain JAe Gy £,prweR-1.,W ,mtr erg toad lAe exhmp potrrNn.• sits/ be So,r<l,t ) a ..Arum d _ r lam hyo 1.a of p,,.,, Cmc eh sha/� be Caved aiM O wNle p.prJ'Pwtp p r,,,g when ,oxfK p curb end gufler cOTrpourd caROJy,na ro .WM a90-)OJB o{ JAt -Z,,d .`,,k0r sarwMng ohne JAr l' 1111111.5,n4:1.111=1, 5"Id- for new, remodoild, or a pondld d,ild,ngs a SpCmCalMJ Aeu w,ep/armg o m/mnYxn w?'sCy paaanoNJ the Be,Yeeshold Municipal Code shol/ provide = rl— £xamg JlCl,a1J O( CrD Ond galhl S/Kl/ D! :Orad I - Concrete Curbs, gu,lers and sidewalks according 0cbesr 29 I ,1.,t stondord drawing. Such 6J SIDEWALK K McDuff or lits ,renin al int neo m a nconsau_/ea �•?L•"' STANDARD Fe023J5: d -da ' corn, certified chick a Corporate -rely .one weteenta pkne to iis ar coldpmts shop De 11--h- M'IJIryIs"M MINYGS Expalswr ,pond slot!CURB AND GUTTER ''�II I ' CITY OF BAKERSFIELD IVs ,uChi-� rarre n o! satfues diad at encs of �, _ TYPES A; S, B C" A Mho•• �q -Cie/ CALIFORNIA S-3 rype Xeuc .n.": is /tbalded m NI sheen %,O;,d whin AlaeA<a7- lav �o/IJppt •�- CITY OF BAKERSFIELD :Dip! a"curd .IV fangs• is named m ce s/r!!Is excep ev4"e cyan �ay•L•a Awes, orP Alw 4) 4 K CALIFORNIA S - 1 0101M[ERIMG DEPARTMENT ' I C T - 1 R - 1. I. 5' 11 GENERAL ACTE3, All mork shall Conform to the applicable sections of the 'Standard Specifications, State of California, Department of Transportation, current edition and the following Sener•al Notes: SubgraW ltrlpsro/int sAan eve ewNnrdw rhe to prodr cad elder section -M CWD"d mn of SO% its a Ape N 0.30 MN &OAW saaOginide. cow'so , *haN M Coss t" Its eeeA/ ewd ante AV "ria 2W At sot' sAwsp. rAws., f«aa aAaR a awfedrd as has, ANm, awed ant fe the eMefe`# aoad *6811 ave N fess taws 14 /Aata fist ' 'oily arfacM. Toss was lore shell he `#0wwad *wd,YA, nta eRva w how fit* IrWA ffmfM. wl,erw eleAiee Nrd* wI N 01 n,wlmeM. ages coomiAWYMa shell wer/4% p/shoe rmaraCNM Iw/e*# arANRrM It ache, Ay she fmousow. co -ow- SAW/ swma/a ave eddn/ms aw/oss rldr ya,IPI/ IS 001lios'd ffe- lam r✓ly E -f -W.. CaroNe shall N Coed w/M o wafer pgnrland nrrRg Compound eoma/ywg n SMioa l0.7.0/B hf IAe Slwadw0 speeirKNiwM. r"'Nne mlfa.s d duds SAW/ N sss~ N IM lAorls N /he Oreo /o eo r~$h`uend. .bind* fol r'wmW Ce►Or E*Poarwr Ism -W be e snarled ersrya 30'sum atem0wst pad, Idind, w /s" tel ExtrudN rwer weseeaN alone fwkw shall De e«.frfaeted M /s' minrRea. ICJ rhe aro fongtmhaef rebels &4011 bv paced -'n' I*/wma /he cob oto heso sM10n. SIX6Z e- Del Ave& a 2' min 1p rwncca/ ever ft died &AW/ Pot e-dwdatd 2' uuo the ehrb aaM _sou uCtiset ^ - fl I I I NI Hear e' longe t\LI`-_�/L i � sd p�PG Ment JIM merNi TYPE Af-1 " MED/AN CURB (FOTn*d) r s' 4' OW Eaa'y N me dswr wld paAfy sarin At ,a ed is alxn thrbkle n fM pan -m/. ' D-.'., . -'. D :._ 4-- : v' ,• I .. • ,'e. .': D:.•. .p V:. . / a: TYPE M-2' MEDIAN CURB (Extruded) REVISED JUL 19 S -82 STANDARD MEDIAN CURBS TYPEif "M -!,r D RtN 2w TZ 9 198x �- K.M. 212 X 8 � CARRIAGE I L.D. vein" '"""-N,,it, CITY OF BAKERSFIELD CALIFORNIA i 113NGINI ERIN0 OEwAwrisfe T S --121b I �I �I:' w"e'�',,."wr�' _._ NOTES I wN.. \ . N - 1 1. It dletutte mom curt, to beck of siGesdk \ i" -•'•'a 1 I$= anon raladol. romp -I . -__I ". --�- •��- y -„--r- v•a ,,I.,= e,. ba sa..ak and .. - -111 mannas, o :..e 92 ,( /' I /- a Cz me, .. . es es « Cow CI. ^"'” / -•� ••^• • �:wt' if «ee.ak ;. a than S' .a.. fn. fan SECTION A -A .am or me a, all. anal e• I,,,* - C . aww,tw t•e as N,o.n M Caps c2. 'a '/I`=l 3 Ir prontnq nes . h N equaltow ,♦ 1. to w_ � �_ __-' greater no, ram9 1-9-1.• .p a uto I s •esuol _ a_"-_ 4ope Y autmce . 3' (S.a Coaa C2) 4, Fw cases t,1 ane 02 the Imghudna ,zea ws% .' w a• M • Dwt'on of the esdardk may need to De « • rr r r - pas „� desrw.d oa oho.", w Co. ex. CASE A SECTION B -B s. n 1--t- w. a ev w ue ads• of u• "'""" """ a"� w'"e"" ramnot be pwael, but lite 81 m«aa� . ktlh of the ramp spall M e. /" 6. Tho bottom of the ram, shat. ha,4 r-±--•1 r-1/ N7 ""' 1/1• Ib of as'. I 7. ill. Ico O spall Mw o 12• ride bwa.r I I .an 1/4' Vo aaproxvnatdy o /I" o ft 1I I III w See grts-9 ,look th, eu,loa f elpa 31 •. -, ! a. ww. a __I anal n'e.r Ir., . broan•d :+dole / ; ``^f ` I [t.lw. -9- thea t«e—,fiaag skNeom exawl .h•1. 1 add w t. .I I curb return. ,-qld 1 +, ••w .r 1 1 6. NNA rang b Ixated n amlr of vert, y, f : ZLt r `t. retwn. ,t shall M grooved n a hwrnq- / '1• erns a qt.m .D1. 1/a• q,eew• wwoxnaotNy t 1/2 e. Ses pooab9 octal. Groove I �L e«, �x r � `y, �r �y should M diyt•a pwo9N lir arvasrdk t Ya'✓ J es'r t,) $ roue. ..Dnw •[ryesto dkwt Dlmd pes•atr,ma Into «- npo.awlee• —.w - CASE B1 CASE B2 9. Rself, * ae hob* 'Aumuamly tom a If up to 12.5% at [let, to I-- rom, .,tit I-91tudead •wa.dk cop• �T o.j.-t to c. I N. romp, epi n r---- I X„w,,,<�,y Cos. C2 k 02. lite rano plaMwm may be >. n r.,,,N .v Zax, w is u. groou poen not •xa«e 8.33x r. ,� r0 8ETROMS -Whea o ~cnav ramp is cow to L'W n- `- 1 m exiMMq fxl,ly. lM falo.Mg ` ' :, c»m9sa ars p•rmllt•e CI t 1 (.) *amp grade Case C2 may be 5�- '' •need to 4% (8) D[ha r p grade may be m�oaded to - k m..knum f 11.1% (N _ pp 1 � ,eP N �t al ( uNsp, they should be as IID: os 'y 1 e I 1 leesla•.1 '} i (c) 'M,w< IN 4' aatfarn ,a Mt fwaale, tit. .bin ma" heneea•eaM to 3'. C,, "--. � �^ (D) Th• M,flom ay be Imitated if y, the poo! dos, not aa,a,A 6.331 CASE C1 CASE C2 (Skswealk lee. then S' .tee) a5 A or 91 A ._81 `' a1 I/. -r- P. •� "It , ,1.a I _: _ LIP DETAIL ot.6 .I ___j' .:- sou Not. s - 11r: .. I L7771,, A w� A a 8! r""'sa i ill-' "vena „itis. > r.a, CASE Dl CASE^ D2 T' - 1 : - 1 sou Nine 4 Soe Note 4 - I _ . _ GROOVING DETAIL --/ J SECTION C -C JUNE 4. 1986 j STANDARD _5-20-86 -. w BJ.D _""'"--_-----„pis--_-- HANDICAP RAMPS oM1 ” _ __--__ NONE -1 IP ems_ CITY OF BAKERSFIELD ,a,/ CALIFORNIA S-41 DETA9., H ENGINEERING DEPARTMENT ST- 1! Weakry d, Exponsron ✓ant Plane Joint Installatton­Of fencing and gates shall be in accordance mitt the requirements of Section 88-4 of the specifications Gu„a.. f r r FOR SPECIAL CONDITIONS Curb I 212 X 8 � CARRIAGE I j+ A 6" If 6" concrete curb shall be constructed under all fence. THE STATE OF CALIFORNIA DEPARTMENT Within City parks, a 6' thick x 9' wide curb shall be uses. ------111}iii GENERAL NOTES: . I bl /5'(M/ I I �I A/1 work sno// conform la the oppia,C” x,,,Ons the sOenlcanons enh,led "Slandord SpeCA�- he/ween JOmft p leMtof C, $bits of Calf -ho", DepnHmwnl a T,ons- 1 �I PartdlK"s- and rhe /al/o.Mg A,,CIa/ prOr/.,Ons. l ! R ro• 1-W SVDgroW XoOctr~ slat/ be CoMfteled hor APPLIED TO THE SURFACE OF ALL LUMBER. to grade ane cross sect,-, wish compaction of A, Standard, Curb Return ,odes . 'i 6e 20 lml 90t its taepm of 0.30 feet aAp// udest I'- K c whdineer rected by the Concrete she// be Clots $" J5 supe/ ad shcl/ D City EngierEnfl �t � w . - hwe o slump between 2-//2' and 3.1/2'. 7Ae su/ace Sho/l be hmshld , p•aW ono cross 10 :echo,, -M o Abaft, Howe/ed smpoM, old If-shisd it ... 3� a mill, a broom, COMBINATION TYPE Cavcrelle shall be Cured wind a mhile-pigmlMnd cu'''ll CaTisamd eanabing to Sechan 90_7018 - SIDEWALK JL Of she Shrsuss" $ofC,b,mN,,n, spaced approximately 14' apart, and to last runner and bottom tension wires mitt, fabric bonds spaced approximately 24" weakened p/One phis shell be installed at d I • I Vac I bol ,ntervIAs and a pansron jann al 60 fool Cnain link fence fabric shall conform to the specificatiorl of into-vaFs. Etpe yprMs sAal/ br WOW of Vox cad, VOL Of a Jrh[nre data of file ends Of Subgraoe preparation shah be constructed true to praoe aro Coop mosews 'F4=6' mm.Asian M R-/ and R•2 rax:; IF -x- sus NMt l#IR• males/ ,Shinn/ consist Of 5-6"marsh m 007other 'ones and "formed slrp$ of o dJroae, rts/xnl romps a>. on molar Cry streets; orb to waN There won is eoherucnd. S)detw/aS shall AF scored toa minhtwm Wput of G .R C H A 1 N LIN K ' "" un/!ss mWeravi directed br, the Cdy FENCE E09,o- Ex a» sin forNov sidewalk consimchon in b/oCks woth ea$Jmg :Gutter. saimblik shall Conform ,n d)nens:on and -.- CEx/smg bCohen to Thos! M place. d' /Marl suWwd/k shall be sdimdd and removed a Ernst " �! � ' between ✓amts !P/ox � the scaring /inn of a beyond the promv pmt. Joml`; 4.1gi I-..i/!'1.q DRAINAGE " _ # ' ' A permd low s/dwloAt conllruchas end recon- slruchpn shall be obtained from the Department E xponsm.. . 1 r! of Pub/ K IVOrhs mita soon see ocfual ampay work. ✓a. . I CITY OF BAKERSFIELD J., _1 I Airy vOnace ,a finish, Color, or material from . I _.�.._L Street Rigs/m -of-way L•- f stondord moll require a sptc;a/ permit frail hie City CouR•d. Standard "Orb Return roans 9 3 6 �� be �j Oemd7ians from Ms canMnolar ryas sdewd/k,such sno// 20 feel unless O V aher- as slande'd d meanderiaq lope.owbepermi17ed 0 T I _ I. h o se drecfed by the Gly Engineer Me appropriate Ws Din i-o's aN. of chapter 1632 IttI a of the Municipal Cade. I� \ ! e 5 Cambmotion Type Vor k u �� STANDARD TYPE s'mn. s• q " o SIDEWALK ! sla-earn type a • � I I S/ a //4 ,non e, foots el Va I.'4 o- ___ 4 ` y TYPICAL SECTION 5"Id- for new, remodoild, or a pondld d,ild,ngs ds se, forth ,n Chapter 12 40, SKboo 12. 40.0/0 of the Be,Yeeshold Municipal Code shol/ provide = rl— STANDARD oQl22,is�� Concrete Curbs, gu,lers and sidewalks according 0cbesr 29 I ,1.,t stondord drawing. Such 6J SIDEWALK K McDuff curOS, g0lers and sidewalks shall be ex/s- I'll, or A~ Ih Al consnucnon guelonleed by / AL Aft- 1'mr COMB/NATIONTYPE corn, certified chick a Corporate -rely .one STANDARD TYPE Nene rtd mto opp,Oby e City A,rney a$ o condition ro Ina/ op-ovot and acceptance by the Chief ...�. Budding Inspector for CITY OF BAKERSFIELD IVs ocCuponcy to the buifdeng or properly I �q -Cie/ CALIFORNIA S-3 J ENGINEERING DEPARTMENT 9'-O" MAX. O.C. 9'-0" MAX. O.C. II --1' PROVIDE REFLECTIVE TAPE 2 x12" DOUGLAS F1 RAILING NOTE: BARRICADE MUST B E FULL WIDTH OF PAVEMENT OR AF to AF AF AF AF TRAVELLED WAY 3/4' X 4' LAG BOLTS I LEVEL LINE Wali WASHERS II II _�6*� N 2' X 4 REDWOOD HEADER X POSTS REDWOOD LEVEL WITH TOP OF PAVEMENT ROAD TEMPORARY TIMBER BARRICADE . —wy-_v- Installatton­Of fencing and gates shall be in accordance mitt the requirements of Section 88-4 of the specifications PORTABLE TIMBER BARRICADE FOR SPECIAL CONDITIONS NOTES: 212 X 8 � CARRIAGE I 1. ALL SIGNS TO BE IN ACCORDANCE WITH A 6" If 6" concrete curb shall be constructed under all fence. THE STATE OF CALIFORNIA DEPARTMENT Within City parks, a 6' thick x 9' wide curb shall be uses. OF TRANSPORTATION STANDARDS. G' X 6" X 4'-(r 2. USE OF THE PORTABLE BARRICADE WILL I � `' %'+."+`.• ''"'''- fir �`,'�smath, and brush finished. Concrete shall contain no _! ' `; ,+, .fie i::'Y' '� :.. �y. Z�. 'additives unless prior written approval is obtained from the ',.• \\' ���.\+�\� -- JCit Engineer. Concrete shall be cured with a white igmentec BE SUBJECT TO APPROVAL BY THE 7 X 6" X 3'-2'---_ CITY ENGINEER. Specifications. 3. TWO COATS OF WHITE PAINT SHALL BE 2" X 17 X 4'-O' APPLIED TO THE SURFACE OF ALL LUMBER. -� 4. WOOD PRESURE TREATED WITH A 1 N 1 « 2 X 8 CARRIAGE E PRESERVATIVE MAY BE SUBSTITUTED /2 FOR REDWOOD MATERIAL. Ar FraAae O/Id 5. ABANDONED BARRICADES TO BE RECLAIMED "+tae s , , lope hall not e,ce.a '. BY THE CITY OF VISALIA. -T'-i•I SmoOm warped TIMBER BARRICADE :.- .r;;:;o: y. ♦ O . le 1, tl " e veli- ! f�. il;T;��yy���y��'ij�♦��i.�i ♦tI 4 K M:nl Mes♦ire ♦♦ �I .r,-------------- Installatton­Of fencing and gates shall be in accordance mitt the requirements of Section 88-4 of the specifications •-0ePW Wen[ staler. entitled "Standard Specifications, State of California, I TAe upper N Department of Transportation', current edition. it A 6" If 6" concrete curb shall be constructed under all fence. I Iof Within City parks, a 6' thick x 9' wide curb shall be uses. In either case a 1 112" clearance between the curbing and the N' Q \�� • �:+ - .;f% '.''; I we"__ Resta•' .0 i ., fabric shall be used. `� ;Concrete shall be Class "B" f5 sack) and shall be within 2 ofC: 1/2" to 5 slump. Surface of concrete shall be troweled I � `' %'+."+`.• ''"'''- fir �`,'�smath, and brush finished. Concrete shall contain no _! ' `; ,+, .fie i::'Y' '� :.. �y. Z�. 'additives unless prior written approval is obtained from the ',.• \\' ���.\+�\� -- JCit Engineer. Concrete shall be cured with a white igmentec • • • curing compound complying to Section 90-7.01B of thepStandard <, '• Specifications. -PC.G wily Wow w sb0mfefl Corner post shall beinstalled at all angles in fence line it smooth wish cement excess of 10 degrees. TYPICALDETAIL AT End, Corner and Gate Posts shall be braced to the nearest CULVERT ENDWALLS line post with galvanized diagonal or horizontal braces used I ) Transition be/rtm as compression members and galvanized 3/8' steel truss rods with turnbuckles or truss tighteners used as terlSion comber:. Ar FraAae O/Id Fabric shall be fastened to 6ate Post, Terminal Post or "+tae s , , lope hall not e,ce.a '. Corder Post with 1/4" x 3/4" stretcher bar bonds at 8" on -T'-i•I SmoOm warped center. FENCINGTABLE Fabric shall be fastened to line post mitt, fabric bonds NEIGNT 1 I NEIGNT 2 NEIGNr 3 N S' 6' spaced approximately 14' apart, and to last runner and bottom tension wires mitt, fabric bonds spaced approximately 24" I lo' DC 7-6' Y-0" 3'-0' apart. DL Y -d Y-6' s' -d Cnain link fence fabric shall conform to the specificatiorl of res"^" wrr 2 ""'a "" ,_ 2 »a•aa aPa Mr 31 ,• 06 aa. P. Mf ala •, ASTM designation: A 392, Class i. tt a7.. / " 1.50 • 1 1, w ralwe n GI• -w Subgraoe preparation shah be constructed true to praoe aro 1 lit•, 1 yr : w ,Ina• ,Ile M. 2 A •,n < la ./ rt 2 v! 00 Ow. see. cross section with compaction of 8°,% to a Geoth of 0.58 ft. R"11D K`/4/93 I ae I'll .or a. or. 11R ! s,d as ah. wR I S.T2,/K 3..5•/1, --` IS Na . aa.1•, 2 ... Twin asic, 7 STANDARD _ P... he'. N.w, �. mf. wean, .-w, xw..w. l...« aw.w a;;;,;,,, ; . e; ' RSt.., G .R C H A 1 N LIN K ' S,a„ 2 _. FENCE NOTE'- Nen Whom Rdroes s uresmN n Mn r ,ow,4. It $Mlt w wee ran 3x5 9 vault fabrn M ca,smuct•d that the Will W '" xea SON,- aid can be CITY OF BAKERSFIELD i t CALIFORNIA S-10 -1, ,.maws ..'a use of 1.a.. -14 o,.'dir ENGINE.EIwNG DEPMtTMENT ..`0sa' n- 19 .r,-------------- -----, •-0ePW Wen[ staler. I !'� I TAe upper N seems /n manna/! Yavy in sae, :lend beer 1.a/res it I mcanunp b d qugang and olds I Iof �j , j tfRe Jna// ee all It- .nota shall consort to tb< appl-tale .e ton, of W the logo I and me eroeen eegls UN l_ESS r1.NaRWl5i A•1_10_ED SECTION A - A sut<uof ial,lem". iful-1. and TI.-oa a;enc,. e.oarax.n[ of i.an,parOttes".,,rte c.. .mlo•tn.A,•ee,er `� 1 shall' be pmslered wwv.«.a,. aDtT�o.+ a"ee_" L o Es: "�' I' worn NII. smooth wish cement `C) rif�:��kr— I marcor. tl I ) Transition be/rtm - Snip rWga-' • 6" •nrna Ar FraAae O/Id I ovens snarl be o I "+tae s , , lope hall not e,ce.a '. Corti Whx -T'-i•I SmoOm warped L _ _ __.tea * a,pp<d ,.1 -ti. aft, ,` en ...ct / sorlice. arcs s .n.[! «d "t[1. i a ?I >: `m / I _- --_--' -�--- approval to obt.an<. fro. [1.e C.<v Enq .e, :mitt«[. shall b< cured -III a int« .11.1-d < .rm. it I -I--, -ods the to 5I:Ilc, ,0 -".Cie Ef t". ±rano.. sv«,fa,non,. I w arae tell. .n.11 G ala<ed to '­­ IID<tPLAN PLANSECTION Coss 'B" Concrete (5sopW // I :holo alt Cnv of Standard I....... 5". -1 5-11. I-------- ------------- _T.J CITY OF BAKERSFIELD M,nrmum 3.0- ^ (Lrngtn ,P,w OC a,O") 1 ^5-•! .- nor fo Inngt. `----= J` ----- i - .telt. n t..m 7 -assn PLAN M a. ,t.=" t:t,� .°" t.tEt .aa. t. a ...- at - I- [ 3a.tn tty .MII <a f A. -:-I Y.,pl,- t D -m"^ NOTE: PGC sbb not to Oe ..`0sa' 6 as 3/8' Gatomt „ sowed anti/ pawn; _ . M'lCmes - I... 51. It, B"'" d . is in place I-..i/!'1.q DRAINAGE " I I ILLI i i' I' 24 Mord; dry Paekwd --- p4' .. t ELEVATION SECTION I 11 SENERAL NOTES: . All work shall conform to the applicable sections of the specifications entitled . 'Standard Specifications, State of \ + California, Department of Transportation", \\\` current edition Nortar shall consist of one part Portland cement to two parts pf clean, well graded sand. Joints shall be filled with mortar and neatly raked or wiped on inside of pipe. Precast reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. REVISED JUL '89 a Vo"d --{ d/nambro Foundry Curd Armor f��jl6' - ;4 r 11" I, J9# w,m anchors C a opal " noted j ReMfwtmg steel, jj } jj see p/On view. , '. ~ r_{_-�'----1- -i-T I T :..L •,-1, Normo/ I I I cane. �•� -•'rI �J I ;. : Fblr/m•', Cum --e -T I r .--L T ! -L I Ad/u$Jmg.,4$ mbe hgAJNned - 'j Heil I I 1 I I• j i oto secured `# pJpCe wnerz a h -�,.. -+ __7_ ,$ in proper P. -Ado.. / t' �-,.. /"x/7' suppwl bo/f f'Protechae Dor u r .. a ... . �\ y J \ wind Aexnuts•...-... (See Nole7l.--'' i. .SA (� Frame a , -,\ A j g Sm ep .......... .- (,.,.,. V Corn J I , \ 4•1'..... I' 'I T `o I a• t. ', I\\� / ! "y I I .� �� n; 11 -It T- I . i. 2.•. ­rT­ "" ` r1 In•E - STEEL PLATE DETAIL 1, -... 1 104 ben bent down ono imbedded intoGENERAL NOTES t wan /1' twner PLAN t 4Y .,fr shall be Class Ad " lesod/be wdAwl 1 f'ro St s/amp. 2 5/ab to o! poGeed ,nnnek'rh/'c isim swir-ok -/#ver s eewak ,s AMbmoro A-aly gw~ed conslruc,ed or replaced. Surfaces of ad exposed lWasse frame B Cover 0 A15 with 2- sha/ match slope, finish, to/ar and sCdv- of adjacent concrete J' s)len/ess Steel socket head 9 / Sm 5711/ J. WALL rN1CKNESS r.6" eicepr when: ut screws (ser opposite mita stale ONoi/ H>8feet T=B" Mimed f/us A) or egho/- . S,tle.�Wl SAW4-lif L >8flet T=8" �- '�- Catch box. wo/ls .h.//ho mclo-sed by 2'mmmwm in • ''lis cin J L �J"cr -4t /tick rnocxness d pound against earth M hell o/ outside 1 face farms. jL .I.I' - 4 Wall re,nlarC not required when Hr { ung qu B' a less one Lal' I . �. w less. Ways exceeding these limits shot/ be reMflecee ! No 4 bar 'D wind No.4 bars at /8" Oct Oath ways. A/l rem/Grcmg shell cVarus- be No. 4 burs /j"c/ear of inside fate unbss omenr/se :Adm. 2'-O"min. 5 A// expafed meld/ ports shall ps, ga/ronred offer fabr,conOn 6 Su crt bolt, shall be instal/ed when /en m of ng 8 1 j pp g opera exceeds ,$ 1..- RoundeQRrpipB af'e I 5'0' and shof/ be spaced at not more than 5'0' O.0 and het wov thckness less than 3'0" OC E '. I . ♦ 7 WAw Curb opinM9 exceeds 5 "o p/mit round she/ protection b- Shapeto outtl • I /"m diomeJer shall Oe ,"tio//ed Bar -hall be imbedded 5'af �,a al/ directions I /8" each Ind j 6. i I ! 8. Pipe sha// be as speCIAbd oras Wetted by the Engineer The I -I 7 _� •" 1 Ono./w cul on. Me pipe sMNbe mold as drecled by Me Enginmr bI f . 9 A// work shall conform to the applicable sect,- of /he I t - - - -- - specifications entified 'stondord specifications, Slate of 7 l CherY6 - -1 T I-- California, Department of Transportation", current edition. unless olherwi5! noted I I--ifaaG!- ' Subvede is optional with contractor SECTION A -A .' . A. .d,a ,.,-701014 - ' JUL 148 • . /'01 • \ R Revised 9/22/82 : B rypKo/ •tit"` STANDARD .If.,uz re /rte a: CATCH BASIN "67c . . ^� FLS < arra ''I I'/,"Amit FC TYPE `A""- N.,. REINFORCING AROUND PIPE - 1 -. /, - _- ( \ -- I S/8.0 Oa Ga, Pw ••F.brN-9 Gap.. 27 •. 272 / F, mrs ,.F'.w roles I-' Z . amok." 'Fp w Fob¢.9 Gorge, .. Net..". a Oaganl , •carom.r I 13K TamI. Penial bort nm bwa rob. •� H. EBF' -aero ktfufabd ,o, aN - ,�ItALE WLR CATE I �, wee ""Lis W'da, - 4 fNl eastern 11 % ; W,dm -, im lrypnr. 58"a 70' t . Pp r '-' A r9amen - 17/8' Do Doo Pile I ' `w"• 10, stile11 Ilon,enI I. 2.72 a/7w1 f, / 272 a,faq i Obganl Diale % Swg4 sten son 101ch So* gam lak , .do hums rade _ to bcl bth wi/o � './,. � � lea I� Intl• tL w'__ 'p • • Cloth"8' P,C Conc. LU-1 Cba"B- PC Cane • •� A q -Gam posts -3 V2'D0 Gen Po•t- 2 7/6'nn M • 401" Pbe Ca". Fbe , < I- , 7 58 RJfeor .5.79 or Poet � < '"TIS) 41,4 �%L i t 4Q�1'"_Ie 10 FOOT FENCE M PEDESTRIAN PEDESTRIAN GATE ,.Fft,..sGduq•,2"ANkh,9cavvmlaes GATE et,..w"mg, knuckles hN, aid / bq,!an r • Res,(Tra. ' OCU9 F DRIVE.AT 7at genal W,dth _ 12 twf =:, '-7JBg0.D Gel" \\ stw �- Gar. Pas, -2 7/8" .1 272 W 1wt , 00 Ga. p." \\ TWNuck1•--- . Commacgl lack." 579•/toot ' \ drat. .ft boa ear �, I .. - 1 . . - - \..' -L • Har<mbl p Dggorlpl.I -a • +,Claes,"B' PC Cane Dior. rltn "ave "°11 ' DOUBLE GAT E �f U4 -I '1j GENER4 NOTES - Su rade ae rehon n NOTES - Subs, N anw be con•trwl ,r .0 u• fe grad. etfd Coan•Lmk Nina , Ci ,nelt eenlerm to the sw<,hca!,ons of ASTM 1 uoss .enwn .,tit <.mparhM of 85%tea dsOln of 0 5 fou, 0e«gnehon� 4 392, Claw i Cola- smn be class '9, is sock) and xan De .Imm 2 V2" Io nuoltdhon of tinting cad cotes shalt be a occereonle rnh the 51/2' sbma. I44 -9 -AIS If Se<No. 80.4 of the S,OA4sd S,• t,,dt, n , Slate of Surloct of emwen atoll be 11-1.4 ,maptn, and Dillon fmnhad Csdemw, l)-li-a ant Tron_11;a .gs.- D.Vol"-n, a1 Tramis.-A n• Current Edition, ano these General Not -6; C- close ,hall eonemn 1.d addmvet unload alar rrr,IM owrowl Ci,b,nq at !Manes by C.O.S. S,eadbrd Dralang S-10 xoll .e <ont'nues N oatame0 ham th< C"tr Engnea urfeer gotta I Concnw ,,loll be cured with a .Mt. pgmen,es cuN 9 [amp nd comary,aq to Secnes 90-7018 of IN SIGNord Spa<dmahesa R�'.'7�;'-'.�} JUL •8! 1 EN, Caner Isla Cate Pe, to ahan be Dialed to ,N nwres, !,At - _ 1 goo, .'It, 9......led Isogonal a .a, w., Dec.. used da am'.1-1 membe,a and g -A.- r"a,." "...,.a, .n. ""t.C.:-"" STANDARD -1. °" 7 9AI Nrnoac<'n a truss ngml..P. used as ten„on m.mber . T Na=may v79 when , drood ,,.,be. sm.en I, r.auu.e n .nal be ..it loth, CHAIN G L R 3.5-9egoug. Jinn,<,c cpn.,,vcna ,1.a +he ue,a on 1«k.a r, LINK 127. - mto pD•'hon aha tae any 0. Hmoved .oh u,# of toss �� GATE S Rana, .mil a. mode t'ah t,,hnga or ..,a"..1.h ..'a. None q, -A4 .moot., end r.gebam,.d. CITY OF BAKERSFIELD I I i •iw CALIFORNIA S - 11 ENGINEERING DEPARTMENT n - Ix 1 Come, C"", PLAN NOTE' I -,-- am namwr of a..Md 1k 9.1.1 e ro D. det.rm,md •Comtrwf 6'mgh Chow-Lw0 F the fila by the C„y F•r,se r/ Res.oed St., o, .,ID.,, E°q""'•' toss .___ a„erfes by tit. C71 r E ngweer Gusts 1 -- W -_T•'_ c-- -I� _7;S'__8QO'9_•��+--�- 1-12'_� Me btokM edge$ so.// be p/o$le-of $Ascan wish •-0ePW Wen[ staler. whtre M1-9 .no, aWgang Roe M OS,t..• seems /n manna/! Yavy in sae, :lend beer 1.a/res it ! Of :liners B' beyond MJ,d! I Iof "E\E,UL ! ZS. I I I all It- .nota shall consort to tb< appl-tale .e ton, of W 1pectfiuttan. int[[lea "s[andard Spectft-'aa UN l_ESS r1.NaRWl5i A•1_10_ED SECTION A - A sut<uof ial,lem". iful-1. and TI.-oa a;enc,. e.oarax.n[ of i.an,parOttes".,,rte c.. .mlo•tn.A,•ee,er See wwv.«.a,. aDtT�o.+ a"ee_" L o Es: "�' I' worn NII. Drawn. a b"ll 1NIl Oe D11-91 et , of enc Nes lane[ 0 t e o.,Noe a . pan a i I i / Mgt. 1,' a. • l i I I:'i i .Ila a 4 4 • le •ccwta.le :o .... ..a[vamtinet B ,waa<ana v.raraaare Mane anal not be ov __7 a ernes 1.r :At: m ,r 1 d -1 V <aEtn ,it, shall N dred<d in fN to 2ne C.[v of Nk<rs- - Snip rWga-' • 6" •nrna f,<la. eon .. Bella I boa a ",. • 1/2"{ Bir a 6'ctn" 6" Iran ends. "+tae s , , lope hall not e,ce.a '. Bin Lot - Res � D :11 M -sea nets: n IN outlet .LTu u« ...l: b< n e[ L _ _ __.tea * a,pp<d ,.1 -ti. aft, ,` en ...ct = h arcs s .n.[! «d "t[1. i a ?I >: `m ,. s c.ltcatrxte .t tan .,_ to a ./_ I,.ueo. con<ret" 1.,I 1 :onu .."I't a "... a ,1.r .-T ... E n 1.a r _- --_--' -�--- approval to obt.an<. fro. [1.e C.<v Enq .e, :mitt«[. shall b< cured -III a int« .11.1-d < .rm. . _ a -I--, -ods the to 5I:Ilc, ,0 -".Cie Ef t". ±rano.. sv«,fa,non,. - 8— 6 w arae tell. .n.11 G ala<ed to '­­ IID<tPLAN PLANSECTION _1.a, ink fm .1.a oat E lNu ,aitch n til :n< m«t :.1111fl.la m BEGINAMP ,��'f - RSLOPE " :holo alt Cnv of Standard I....... 5". -1 5-11. OD of stes.2'-p• ,•3/8"Dy 2' Ft., Dar CITY OF BAKERSFIELD M,nrmum 3.0- ^ (Lrngtn ,P,w OC a,O") ro r'ne side"a 1, d.hal3'Cebaf m.la^ed'•ttn. rt Cant ^5-•! .- nor fo Inngt. +'.f�-teeal [ i - .telt. n t..m 7 -assn I D- REVISEb JUL 89 M a. ,t.=" t:t,� .°" t.tEt .aa. t. a ...- at - I- [ 3a.tn tty .MII <a f A. -:-I Y.,pl,- t D -m"^ -(I 13✓NE ..`0sa' 6 as 3/8' Gatomt „ STANDARD _ . M'lCmes - I... 51. It, B"'" "••-• G'_R, EG 2" Flat nor _Wnn /r Ba,p Fid, Ba, ' ./ » I-..i/!'1.q DRAINAGE " gP<ODa0---Il.enlp1of Top and Sollom ., ' BASIN -1- --- vCNE ELEVATION CITY OF BAKERSFIELD )UTLET STRUCTURE o vei=l , a. I CALIFORNIA S-9 Tv ENG,NEERING DEPARTMENT n-11 - j '�� Me btokM edge$ so.// be p/o$le-of $Ascan wish q''_D i I �I whtre M1-9 .no, aWgang --- - T^_- _`----I seems /n manna/! Yavy in sae, :lend beer 1.a/res n -t -I ! Of :liners B' beyond MJ,d! I Iof roll dint shape An".5,1/001 I I I i chmnN De7.een ends of II bine, ba"S of pJpeS- — I' I See Specifications. Yaw q S -e Concrete for crossggutter shall be Class 'B" and shall conform to the requirements of the W fou Frame doe and I— I r Cd;W/als d li\ / ! 1 I Cf.,, Z9' I where IndKrwlg Olid aNgang sewers m mavab Ire d I I GorKnJe I some atame`#i floc top j I par dr. y stroll be L _ _ __.tea * 1 rN7aoeed berrrsn wa/s avd -i----- -• Me btokM edge$ so.// be p/o$le-of $Ascan wish I .-- .�'�`--- cement AIswfw . PLAN ..\TiswNa i'.;.. ui 'elr`+:'f:'Yr'+._' 6 m b gains, emir! W itro,ed Ti..ZZ, ShDwo y _-- e - S/lea11d /hs do s , 1 WrE: PCC stab opt to be pats SECTION N 0 1 I;i I ocerLErl :7; 11 i 1 . ' She„ , a, �, —. r i - . I i 1Snell 4 I: . I,I SECTION GENERAL NOTES: All work shall conform to the applicable sections of the specifications entitled Standard Specifications L State of California, Department of Transportation', current edition. Joints shall be filled with mortar and neatly raked or wiped on inside of pipe, leterlever the vertical distance between thn inverts of sewer line connections exceeds thirty (38) inches, a drop connection shall be Constructed as shown. Precast reinforced manhole Sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. p Manhole "rm' whine tamer is 6'or B" JUL :tie I STANDARD 9-/-64 MANHOLE .'rM TYPF `;I".a« l. SHOWING DROP CONNECTION - 1jone CITY OF BAKERSFIELD CALIFORNIA S-7 ENGINEERING DM EPARTENT 4W- d RIGHT—OF—WAY 2” x 4" x 12" STAKE GROUND I :�, ) I I /1 SEWER LATERAL'—, ' .�- 14 GAGE WERE - ---- PLUG, SOLVENT WELDED 4' MIN. Abooli r Ek wits, of res A -W thea' lava 4• bwbw er-to, of offer end %af pis to- w Vw P Jl- 5trmf R�1' I •E*A ✓t A• Led, Vs ��'�j Slendord CwD Re RadAe �� 1 . , j \ 1.r Enpmw olnr. �� E+A ✓t Eire rr- E.,tr.7f. abs xP .It A x r..mae.fAset,Aelt� I'w C re., 7 Flan/kw 40`11111 -.Io. ardhar'nrrstc'Aam I ..\TiswNa i'.;.. ui 'elr`+:'f:'Yr'+._' 6 m b gains, emir! W itro,ed Ti..ZZ, ShDwo y _-- e - S/lea11d /hs do s , 1 �- Jr EAVN%w' 5 f f tladus eel I ,5/mf SECTION A -A - F a/ Gun K STANDARD CROSS GUTTER Gutter- _ - __--_ --- .-:CLB FOR STREET --Ess WE 0-iI E+R !t# A11- , IkodirP- �� GENERAL NOTES: I'w All work shall conform to the applicable I sections of the specifications entitled ShDwo y _-- e - S/lea11d /hs do s , 1 "Standard Specifications, State of California, Department Transportation", 5 f f tladus eel I ,5/mf of - F a/ Gun K current edition. Gutter- _ - __--_ --- .-:CLB Subgrade preparation for cressgutter shall to the Standard --Ess WE 0-iI E+R conform the requirements of < Specifications. �b.hor of Gore, -I' - Concrete for crossggutter shall be Class 'B" and shall conform to the requirements of the •..:4': •. ;•- Standard Specifications. CC /-..�- - r, vision Joint shall be constrf,',Eed at every 301 or as directed by the EnNarleer. SECTION 8-8 STANDARD CROSS GUTTER -- FOR ALLEY O ' LANDI 5' RAMP t i c 0.33' iH CONC 0-Y THK CL ECR T REVISEDJUL s4 SIDEWALK Z. 8.33% < I i - 8— 6 STANDARD 7,;8.1_96,y11 LU l%is s=s• CROSS GUTTERS m BEGINAMP ,��'f - RSLOPE " r0`/i None CITY OF BAKERSFIELD ALLEY HANDICAP RAMP DETAIL /Ve 4,4140,01, CALIFORNIA N.N.T.S.— V40me ma DEPARTMENT S-17 _ CT -7 (n Z O N w 1. Z O (Y U (n W n ED W - Q _,":F I' o *%trttR icd ,�-*, co I 4M •Of ccab - ACj . ,, "_,Zsl 11 4" — i I U 3 2F i - , XD It M Li'1 W J Z Z .J W 0 U Z W 0 O 0 0_ PCC star not •o 0 �- oouea unA, A7+'"9 .s / n paCf 1'X1' C-"-# Slab _ _L__ j 8 f.Ti R • , I I ,Spwcur�l -Sufuce' or 5/-reJ f a _ 7 R AC- - w _ e T"I"'44 HCTzs ' a n4f A+! .ark shoN rcwym m m! JpdKa6e Aggngon, -,,, _ a a "• . "�j. e.a Jttftl.'1J al fAf Sae:/fKQfLMt lnJ,•NQ &.1 O•iuw • . _ 9'andata Spon _,:O•,S, Store , +�'o,8 Ji,s___ and r/OnscdldnpA Agency, . e • " ' I ! 6• (Npdi,J,aM, of 7/anSCa•who; Larrsl Edna 1, { door JJru 6ernvo Athos. mkM,tg Paper' / 'g" .1 I ` I�r{. Dill V„r,fiea s:ar Pape rraii br th / 1 1 1 ) 11i v '�"`°'• -"/' earformmg to ,Ar sor"A'anant dt ASTM (a'aat/' / )1 i tt \B -X7" .+asif,z; '+ C7C0-7B I; stile Dior AN cuKreat :halon Cross "Q"6 aacx/PCU bl- A.!' caXnN! FerdalJOAs :•/talo/, lame ad call, JAd//emicim res '"e ^ r -- ' - ...rye BaRvahedSloapo,J 5•e. I1 j _S-V,CP. Cdndef. she//Awe -aadfire, wAAfx$ pK'a j I I w,,,ow oximew, b .Dow~ tan AM G'ly I eldew t 11. . f 1 I I f Caecrere JAyyfes<rrad-frha.Wtfpr-w I 'a rsl 1, g Cas.. -1.d per SK 90- v/Bar int ,� 1 J Sktwme Sptdl/cahows / 1,I .-Sroodad f/6 bead rda a's,g0 sM/r At hoAedM smooand gr.dn iII /` light broom flni,A. pfvm,r 1.r itis canaughon snaflet a0tanad ham me G1,c(8dhe,3hWd,Othw,min1 of 11 11 ,$0-ow'd Wye pubhe marks/�,r 909 Rt ohne caamt,ion ,s required ial all / %(r r' backl'll wifAm24"Otmer/serpa. \( -.. ' __ ,.4-DApr VCP auskb7goess-.haJbtoWC ,'br•.ra• Iha I___- ,-_.-/ \ '(( ` plug 6-coea•e7t lounaoAm a,A 4r conclefe $•a �r 1 'w'emilr LeMee.<,opr ondcdtar a„mgrar /, I '---"-' - mann ,/?"a, ,opixfoor. Catty* Craw -9 /A?- - --____ e+,A,mw'ime,m O.Aum to lip o,ppt,- -to a .oil e9hf $,d/ Collor shall be ACP• A83 pips a, VCP. Finished` pea ro be r` -max eater finished partnp sura".. / Th* .MNnor a ifr A4p shall be VCR unless pih, w,f,wn appi.satte obra,Aed /eco, /he Cly Eng/ale", __ 4, I- L '. ; . -Ail, 1:1 I�---I.<__- - -2.4 4 PI` i COMPACTION ' ' ,m; a ar sox uAvrs e, 3c1 j i ,7:w c �r„a I DETAIL I I I I '! ) REVISEP JUL Ys , „ Lv____-1__f „ STANDARD ./iti` s1- 11 _..s'A_N Aft-r..lt-al 6jnA ,,, CLEAN — OUT Lai .... 1 u CITY OF BAKERSFIELD I t/a�t CALIFORNIA I, -"'X .----.-ING OEP,tItTMENT 3-20 1 aW- A MM7 r7 OT d• O 0, O Ld I of LL Q Z C-? ro (O O 1X- o w ^ o ML_ (p c0 Q Lit) so � W X' v - 0 CO I ­_W X J Q f a rn(=nm�1L Ic _ LLJ U U 0 C Ileom EEID 0 ICU- W 5Y Lr CL CL Z LLI Q CL o I Z D Im � - Nb in -�LU qQ '/� �♦ 8 N < - O LL! n CC W CC O 3 ,� M F' W ` Q O PCC star not •o 0 �- oouea unA, A7+'"9 .s / n paCf 1'X1' C-"-# Slab _ _L__ j 8 f.Ti R • , I I ,Spwcur�l -Sufuce' or 5/-reJ f a _ 7 R AC- - w _ e T"I"'44 HCTzs ' a n4f A+! .ark shoN rcwym m m! JpdKa6e Aggngon, -,,, _ a a "• . "�j. e.a Jttftl.'1J al fAf Sae:/fKQfLMt lnJ,•NQ &.1 O•iuw • . _ 9'andata Spon _,:O•,S, Store , +�'o,8 Ji,s___ and r/OnscdldnpA Agency, . e • " ' I ! 6• (Npdi,J,aM, of 7/anSCa•who; Larrsl Edna 1, { door JJru 6ernvo Athos. mkM,tg Paper' / 'g" .1 I ` I�r{. Dill V„r,fiea s:ar Pape rraii br th / 1 1 1 ) 11i v '�"`°'• -"/' earformmg to ,Ar sor"A'anant dt ASTM (a'aat/' / )1 i tt \B -X7" .+asif,z; '+ C7C0-7B I; stile Dior AN cuKreat :halon Cross "Q"6 aacx/PCU bl- A.!' caXnN! FerdalJOAs :•/talo/, lame ad call, JAd//emicim res '"e ^ r -- ' - ...rye BaRvahedSloapo,J 5•e. I1 j _S-V,CP. Cdndef. she//Awe -aadfire, wAAfx$ pK'a j I I w,,,ow oximew, b .Dow~ tan AM G'ly I eldew t 11. . f 1 I I f Caecrere JAyyfes<rrad-frha.Wtfpr-w I 'a rsl 1, g Cas.. -1.d per SK 90- v/Bar int ,� 1 J Sktwme Sptdl/cahows / 1,I .-Sroodad f/6 bead rda a's,g0 sM/r At hoAedM smooand gr.dn iII /` light broom flni,A. pfvm,r 1.r itis canaughon snaflet a0tanad ham me G1,c(8dhe,3hWd,Othw,min1 of 11 11 ,$0-ow'd Wye pubhe marks/�,r 909 Rt ohne caamt,ion ,s required ial all / %(r r' backl'll wifAm24"Otmer/serpa. \( -.. ' __ ,.4-DApr VCP auskb7goess-.haJbtoWC ,'br•.ra• Iha I___- ,-_.-/ \ '(( ` plug 6-coea•e7t lounaoAm a,A 4r conclefe $•a �r 1 'w'emilr LeMee.<,opr ondcdtar a„mgrar /, I '---"-' - mann ,/?"a, ,opixfoor. Catty* Craw -9 /A?- - --____ e+,A,mw'ime,m O.Aum to lip o,ppt,- -to a .oil e9hf $,d/ Collor shall be ACP• A83 pips a, VCP. Finished` pea ro be r` -max eater finished partnp sura".. / Th* .MNnor a ifr A4p shall be VCR unless pih, w,f,wn appi.satte obra,Aed /eco, /he Cly Eng/ale", __ 4, I- L '. ; . -Ail, 1:1 I�---I.<__- - -2.4 4 PI` i COMPACTION ' ' ,m; a ar sox uAvrs e, 3c1 j i ,7:w c �r„a I DETAIL I I I I '! ) REVISEP JUL Ys , „ Lv____-1__f „ STANDARD ./iti` s1- 11 _..s'A_N Aft-r..lt-al 6jnA ,,, CLEAN — OUT Lai .... 1 u CITY OF BAKERSFIELD I t/a�t CALIFORNIA I, -"'X .----.-ING OEP,tItTMENT 3-20 1 aW- A MM7 r7 OT d• O 0, O Ld I of LL Q Z C-? ro (O O 1X- o w ^ o ML_ (p c0 Q Lit) so � W X' v - 0 CO I ­_W X J Q f a rn(=nm�1L Ic _ LLJ U U 0 C Ileom EEID 0 ICU- W 5Y Lr CL CL Z LLI Q CL o I Z D PLOT DATE: I i JOB NO.: 050309 FILE NAME: i, 050309-22—DETS—SSSD SCALr I , I I N.T.S. I ! i k( I i . 1—i - '/� �♦ 8 N < - LL! n CC , CC O 3 ,� M F' W ` Z 0 = O r W � i CL -g 2 ♦ r } COj I i W LU .S E3* .j< W LLJ N N < ” (I Of CL 6"C7 O C /� N 25m 1_1111 Z le'aA - � W N jv Qv+ W _ PLOT DATE: I i JOB NO.: 050309 FILE NAME: i, 050309-22—DETS—SSSD SCALr I , I I N.T.S. I ! i k( I i . 1—i -