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HomeMy WebLinkAbout6.9-293[)F HU ^'TY OF BAKERSFIELD STATE OF CALIFORNIA NORTH STATE M A P N.T.S. GENERAL NOTES 1. 24-HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION CAN BE NOTIFIED AT (661) 326-3049. 2. COMPACTION TEST NOTE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6. UNDERGROUND UTILITIES SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 8. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -11. 9. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 10. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 11. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION. CIVIL DEVELOPMENT PLANS FOR 7 -ELEVEN AT 24TH ST. AND OAK ST. GRADING PERMIT #: 18-40000043 SITE PLAN REVIEW #: 18-0166 ADDRESS: 3130 24TH STREET, BAKERSFIELD, CA 24TH STREET ��=_�� �► 20 FIND CDOT MON The GRADING PLAN as shown on this drawing is hereby approved, subject to arty indicated con actions or additions. Approval by the Public N [� E X MAP Works Department and Budding Department indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Engineer for the subdivider or developer shall be responsible NORTH 1"=30' for accuracy of calculations for this plan and shall submit a certified'as- graded" plan after compiedon of the grading APPS, �VEG BY: u�WorDaNart� int Dat Building D partment Date UTILITY CONTACTS STORM DRAINAGE CITY OF BAKERSFIELD PUBLIC WORKS DIVISION 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 PHONE: (661) 326-3724 ATTN: MANNY BEHL SANITARY SEWER CITY OF BAKERSFIELD SOLID WASTE DIVISION 4101 TRUXTUN AVENUE BAKERSFIELD, CA 93309 PHONE: (661) 326-3114 CONTACT: KEVIN BARNES DOMESTIC WATER CALIFORNIA WATER SERVICE CO. 3725 SOUTH H STREET BAKERSFIELD, CA 93304 PHONE: (661) 837-7241 ATTN: BRIAN BENNETTE TELEPHONE AT&T 4545 CALIFORNIA AVENUE, SUITE 400 BAKERSFIELD, CA 93309 (559) 228-7006 ATTN: PATRICK MCGEE, DESIGN ENGINEER GAS SOUTHERN CALIFORNIA GAS COMPANY 1510 N. CHESTER AVENUE BAKERSFIELD, CA 93301 (661) 399-1150 (661) 301-5122 ATTN: DAVID RODRIGUEZ CABLE SPECTRUM 4450 CALIFORNIA AVENUE BAKERSFIELD, CA 93309 (661) 395-3351 ATTN: GREG EOFF POWER PACIFIC GAS & ELECTRIC (P &E) 4104 WIBLE ROAD BAKERSFIELD, CA 93313 (661) 398-5991 ATTN: MATT COLEMAN ESTIMATED EARTHWORK QUANTITIES CUT FI LL 886 C.Y. 64 C.Y. NOTE: THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS ESTIMATED EARTHWORK INDEPENDENTLY OF THE ENGINEER'S. DISTURBED AREA 0.68 ACRES City Records No. /QVf ESS/O,y� T • ql F z lr-�l'--5 C 64410 * Exp. 6-30-19 JI' CIVIC �Q' 11 NORTH N.T.S. 58 J SHEET INDEX VICINITY MAP C1 COVER SHEET AND GENERAL NOTES C2 NOTES AND LEGEND C3 DEMOLITION PLAN C4 GRADING PLAN C5 GRADING DETAILS C6 EROSION AND SEDIMENT CONTROL PLAN C7 BEST MANAGEMENT PRACTICES C8 UTILITY PLAN (FOR REFERENCE ONLY) C9 STANDARD DETAILS ENGINEER DEWALT CORPORATION 1930 22nd STREET BAKERSFIELD, CA 93301 PROJECT ACREAGE 0.75 ACRES RECEIVED :AN 3 0 2019 rki "171' OF EAKERSFIELD BUILDING DEPARTMENT .O '= OLIVIERI COMMERCIAL GROUP, INC. 9810 BRIMHALL ROAD BAKERSFIELD,C CA 93312 (661) 327-1200 BENCH MARK USED: FOUND STONE MONUMENT WITH '+' IN LAMPHOLE AT THE INTERSECTION OF THE CENTERLINE OF ELM STREET AND 24TH STREET. ELEVATION = 404.79' (NAVD 88 DATUM) ZONE 5 It2It1_1a11260 'go] A PARCEL OF LAND LYING IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF ELM STREET AND 24TH STREET AS SHOWN ON THE OFFICIAL MAP OF THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA; THENCE NORTH 89' 44' 00" WEST ALONG THE CENTERLINE OF SAID 24TH STREET AS A BASIS OF BEARING, SAID 24TH STREET ALSO BEING SHOWN AS STATE ROUTE VI-KER-58-L, 124.262 FEET TO A POINT; THENCE AT RIGHT ANGLES NORTH 0' 16' 00" EAST, 41.25 FEET TO INTERSECT THE NORTHERLY LINE OF SAID 24TH STREET; THENCE NORTH 89° 44' 00" WEST ALONG SAID NORTHERLY LINE, 277.638 FEET TO A POINT; THENCE CONTINUING ALONG SAID NORTHERLY LINE NORTH 73' 24' 28" WEST, 82.730 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE NORTH 00" 15' 33" EAST, 150.00 FEET TO A POINT; THENCE NORTH 73' 24' 28" WEST, 166.73 FEET TO A POINT; THENCE SOUTH 00' 15' 33" WEST, 150.00 FEET, MORE OR LESS, TO INTERSECT SAID NORTHERLY LINE OF 24TH STREET; THENCE ON AND ALONG SAID NORTHERLY LINE SOUTH 73' 24' 28" EAS-, 166.73 FEET TO THE TRUE POINT ON BEGINNING FOR THIS DESCRIPTION. EXCEPT ALL OIL, GAS AND OTHER MINERALS CONTAINED WITHIN THE PROPERTY ABOVE DESCRIBED, WHETHER NOW KNOWN TO EXIST OR HEREAFTER DISCOVERED, AND ALL OIL, GAS AND OTHER MINERA!_ RIGHTS BELONGING OR APPERTAINING TO SAID PROPERTY, AND THE EXCLUSIVE RIGHT TO PRODUCE, MINE, EXTRACT AND REMOVE OIL, GAS AND OTHER MINERALS UPON, FROM AND THROUGH SAID PROPERTY, AND THE: EXCLUSIVE RIGHT TO INJECT IN, STORE UNDER AND THEREAFTER WITHDRAW FROM SAID PROPERTY, OIL, GAS AND OTHER MINERALS AND PRODUCTS THEREOF WHETHER PRODUCED FROM SAID PROPERTY OR ELSEWHERE, AS RESERVED BY KERN COUNTY LAND COMPANY, A CALIFORNIA CORPORATION, IN DEEDS RECORDED JANUARY 8, 1962 IN BOOK 3450 PAGE 252 OF OFFICIAL RECORDS, AND NOVEMBER 15, 1962 IN BOOK 3546 PAGE 772 OF OFFICIAL RECORDS, WHICH PROVIDE THAT UNLESS SAID K.C.L. FOUNDATION, ITS SUCCESSORS AND ASSIGNS, SHALL GIVE WRITTEN CONSENT TO THE DRILLING OF WELLS UPON THE SURFACE OF SAID LAND, ALL OF THE FOREGOING RIGHTS SHALL BE EXERCISED ONLY BY THE DRILLING OF WELLS NTO OR THROUGH SAID PROPERTY FROM LOCATIONS ON ADJACENT OR NEIGHBORING LANDS IN SUCH MANNER AS NOT TO DISTURB THE SURFACE OR THE UPPER 500 FEET OF THE SUBSURFACE OF SAID PROPERTY OR ANY IMPROVEMENTS LOCATED UPON THE SURFACE THEREOF. APN: 001-310-05-00-2 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. (811) ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRJCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE COUNTY ENGINEER. MICHAEL TODD WOOD`" R.C.E. 64410 EXP. 06-30-19 /�/��q DATE o z I W C) ^ W C3 10 <[ LLJ �x z wQ O Q Q M o oC0 F- �� wIt z V) N z 04 W N (0 � O z °' a- a W t� z C7 11111111110- 5;: z W co z 1{ z z C7 z FELU z a z W V) V) o z �r fn 0 O o� I Q w i I w o a a r 0 O SHEET C1 OF: 9 -3 3 :,I 4'11 V) o rn �r fn O o� I Q o a r O i m a LLJ > U R iZ jm a o I U Q I o _Lq Q SHEET C1 OF: 9 -3 3 :,I 4'11 GRADING NOTES 1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORTS BY KRAZAN & ASSOCIATES, INC., DATED JUNE 15, 2018 AND SIGNED BY: RYAN K. PRIVETT, PE. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF BAKERSFIELD. 3. THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN TO THE BEST OF HIS KNOWLEDGE. THERE MAY BE OTHER LINES IN THE GROUND. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U.S.A. (811) FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY EXCAVATION OR TRENCHING. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER, AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY BUILDING OFFICIAL 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 7. COMPACTION TESTS SHALL BE PROVIDED BY THE CONTRACTOR AT LOCATIONS TO BE APPROVED BY THE CITY INSPECTORS. 8. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN t 0.1'. IF ELEVATION OF DESIGN ELEVATION PAD SHOULD BE FOUND TO BE MORE THAN f 0.1' OFF OF DESIGN ELEVATION AFTER COMPLETION AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 10. CONTRACTOR SHALL TERRACE ALL PADS WHEN ELEVATION DIFFERENCE BETWEEN PADS IS GREATER THAN 0.3' UNLESS OTHERWISE SHOWN. 11. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 95% DENSITY, FOR A MINIMUM DISTANCE OF 5' IN ALL DIRECTIONS FROM THE FOUNDATIONS OF THE STRUCTURE. ON RESIDENTIAL LOTS, THE REQUIRED AREA OF COMPACTION IS BOUNDED BY THE PAD LIMIT LINE, SIDE LOT LINES AND WITHIN 10' OF THE REAR LOTLINE. 12. ALL FILL SHALL CONFORM TO THE REQUIREMENTS FOR "ENGINEERED FILL" AS DESCRIBED IN THE PRELIMINARY SOILS REPORT. 13. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 14. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 15. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY A.S.T.M. TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2' BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 16. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED BY THE SOILS ENGINEER. 17. ALL GRADING SHALL CONFORM WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE AND STANDARDS PERTAINING THERETO. 18. ALL CUT SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 19. ALL FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 20. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 12". 21. ALL SLOPES IN EXCESS OF 3' IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 22. SURFACE DRAINAGE SHALL BE 1% MINIMUM EXCEPT AS WAIVED BY BUILDING OFFICIAL. 23. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. 24. ALL CUT AND FILL SLOPES GREATER THAN 3.0' HIGH SHALL BE HYDRAULICALLY PLANTED (HYDROSEEDED) IN A UNIFORM MANNER. TYPE OF SEED SHALL BE APPROVED BY THE CITY BUILDING DEPARTMENT. 25. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION. 26. PRIOR TO THE COMMENCEMENT OF ANY GRADING AND CONSTRUCTION ACTIVITIES A DUST CONTROL PLAN MUST BE SUBMITTED TO AND APPROVED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT PER THE REGULATION VIII - FUGITIVE PM 10 PROHIBITIONS DUST CONTROL PLAN. 27. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHALL BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 28. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 29. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.3. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL OCCURS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 30. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT BASED ON HIS OWN ANALYSIS OF THE WORK REQUIRED. 31. CONTOURS SHOWN ON THE PLANS HAVE AN ACCURACY OF PLUS OR MINUS ONE-HALF CONTOUR INTERVAL. 32, PAD ELEVATIONS SHOWN ARE FOR ROUGH GRADING. AFTER COMPLETION OF BUILDINGS, ALL LOTS SHALL BE FINE GRADED TO SLOPE TO THE STREETS OR DESIGNED DRAINAGE OUTLET WITH A MINIMUM GRADE OF 1%. 33. THE SOILS ENGINEER MUST APPROVE ALL SOIL COMPACTION INCLUDING THE STABILITY OF ALL SLOPES, BOTH THOSE THAT ARE CREATED BY AND THOSE REMAINING AFTER GRADING OPERATIONS. 34. THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE STAKES AT THE BEGINNING OF THE WORK TO ESTABLISH ALIGNMENT AND GRADE. ANY GRADE STAKES OR REFERENCE POINTS WHICH MAY BE LOST OR DESTROYED BY THE CONTRACTOR DURING THE PROGRESS OF HIS WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MAY REQUIRE FIELD CHECKS AT ANY STAGE OF THE WORK. THE COST OF THESE FIELD CHECKS SHALL BE BORNE BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY FOR THIS SECTION WILL NOT APPLY IN THE CASE OF MALICIOUS DAMAGE BY OTHERS. GRADING NOTES (CONTINUED) 35. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 36. THE ENGINEER IS NOT CONTRACTED WITH THE OWNER TO PROVIDE SLOPE STAKING. IF THE CONTRACTOR WANTS THE ENGINEER TO PROVIDE SLOPE STAKING, HE SHALL HIRE THE ENGINEER TO PERFORM THIS SERVICE AT THE CONTRACTOR'S EXPENSE. 37. ENGINEERED FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORTS BY KRAZAN & ASSOCIATES, INC., DATED JUNE 15, 2018 AND SIGNED BY: RYAN K. PRIVETT, PE. 38. THE GRADING CONTRACTOR IS RESPONSIBLE FOR PROVIDING A BALANCED EARTHWORK PROJECT. IF THE CONTRACTOR DURING THE PROCESS OF CONSTRUCTION, FINDS HE HAS A DEFICIENCY OR EXCESS OF SOIL, HE SHALL IMMEDIATELY CONTACT THE ENGINEER, AND THE FOLLOWING MEASURES SHALL BE IMPLEMENTED AT THE DIRECTION OF THE ENGINEER: DEFICIENCY: CONTACT THE ENGINEER WHO WILL DEFINE REMIDIATION. EXCESS: CONTACT ENGINEER WHO WILL DEFINE REMIDIATION. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THE WORK AS DESCRIBED ABOVE. 39. SHOULD CULTURAL RESOURCES BE UNCOVERED DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES ALL WORK IN THE AREA OF DISCOVERY SHALL HALT UNTIL THE FINDS CAN BE EVALUATED BY A QUALIFIED ARCHEOLOGIST AND, IF NECESSARY, MITIGATED PRIOR TO THE RESUMPTION OF DEVELOPMENT. WATER NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT CALIFORNIA WATER SERVICE STANDARDS, DIVISION, STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. 2. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -12, EXCEPT AS NOTED ON PLANS. 4. COMPACTION TESTS WILL BE THE RESPONSIBILITY OF THE OWNER. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE ENGINEER. 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-6, EXCEPT AS NOTED ON PLANS. 7. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ANY EXISTING UNDERGROUND UTILITIES. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO COMMENCING OF CONSTRUCTION. (811). 9. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 11. CONTRACTOR TO FIELD VERIFY TIE IN LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. 12. ALL DOMESTIC WATER AND FIRE LINES IN SAME TRENCH UNLESS OTHERWISE NOTED. 13. WHEN PIPES ARE IN THE SAME TRENCH USE THE DOMESTIC WATER LINE FOR TRENCH LOCATION. OFFSET FIRE LINE SHOWN FOR CLARITY. STORM DRAIN NOTES 1. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL D-14. 2. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 3. ALL STORM DRAIN PIPE SHALL BE POLY VINYL CHLORIDE PIPE (PVC), EXCEPT CL. -III R.C.P. w/RUBBER GASKET JOINTS SHALL BE USED WITHIN CITY RIGHT OF WAY. A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034-06 PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 D2321-05. ONLY CLASS I, Ii, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW -2 AND SW -4 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 5. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -12. 6. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 7. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 8. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC STORM DRAIN PIPE WITHIN THE PIPE ZONE. SEWER NOTES 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS EQUI EMENTS OF ASTM SPECIFICATION D3034-06. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJUR OUS 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 D2321-05. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE: RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC: PLUG, SOLVENT WELDED. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW -2 AND SW -4 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 5. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -12. 6. ALL LATERALS TO BE 6" IN DIAMETER (EXCEPT AS NOT=D ON PLANS) AND SHALL TERMINATE AS SHOWN ON SEWER PLAN. 7. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT ENDS OF LATERALS AS SHOWN ON CITY OF BAKERSFIELD DRAWING, SW -1. 8. IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH WHERE CURVED SEWER LINES OCCUR. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE BUILDING FACE. 9. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 10. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 11. IT IS REQUIRED THAT ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360' IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THS- VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE OWNER. 12. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 13. ALL SEWER CLEANOUTS PER CITY OF BAKERSFIELD STANDARD SW -5 UNLESS OTHERWISE AS NOTED. 14. ALL SEWER MANHOLES PER CITY OF BAKERSFIELD STANDARD SW -2 UNLESS OTHERWISE AS NOTED. 15. ALL SEWER DROP MANHOLES PER CITY OF BAKERSFIELD STANDARD SW -3 UNLESS OTHERWISE AS NOTED. I City Records No. I ASPHALT CONCRETE 1. ASPHALT CONCRETE (TYPE "B"). ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE "A" (MODIFIED) OR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. AGGREGATE FOR ASPHALT CONCRETE DIKES SHALL CONFORM TO THE REQUIREMENTS FOR 3/8" MAXIMUM GRADING AS SPECIFIED IN SECTION 39-2.D2, "AGGREGATE", OF THE STANDARD SPECIFICATIONS. 4. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN --HE TABLE FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 5. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 6. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CON-RACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN, ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURES AS DETERMINED BY ASTM D2041 -03A. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 7. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT. 8. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET. 9. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 10. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 11. INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY THE ASTM D2041 -03A. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT, OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED, AND THAT THE MATERIALS OR PROCEDURES FOR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. 16. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK: SHALL BE AT THE GENERAL CONTRACTORS EXPENSE. 17. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRADING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE GENERAL CONTRACTOR EXPENSE. THE FOG SEAL COAT SHALL EITHER BE ASPHALT REJUVENATING AGENT OR CURRENT SPEC. AS DIRECTED BY THE ENGINEER. 18. THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED FOR WEED CONTROL. THE CHEMICAL SHALL BE 2, 6-DICHLOROBENZONITRILE, AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIAL PROVISIONS. THE RATE OF APPLICATION SHALL BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER ONE HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE WITHIN TWO (2) HOURS OF CHEMICAL APPLICATION WHEN THE AIR TEMPERATURE IS HIGHER THAN 50;' F. AT AIR TEMPERATURES LOWER THAN 50' F, ASPHALT CONCRETE SHALL BE PLACED ON TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMICAL APPLICATION. SHOULD A "WETTABLE POWDER" TYPE CHEMICAL BE USED, A SUITABLE FUGITIVE DYE SHALL BE INCORPORATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE MAY BE VERIFIED. 19. FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION WILL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE ASPHALT CONCRETE (MISCELLANEOUS AREAS). LEGEND AC BC BFP BG,BLDG BW BL,BOL CB CE CLF CO COR C&G 0 1.20% EC EG EP EX,EXIST FF FH FL FS GB G INV LS OG PCC POC PRC SD TC TW TF TFW WM WV WD FNC BL wa HH ASPHALT CONCRETE BEGIN CURVE BACK FLOW PREVENTER BUILDINC BACK OF WALK BOLLARC CATCH BASIN EXISTING ELEVATION DESIGN ELEVATION DIRECTION OF DRAINAGE CONCREE'E EDGE 0 CHAIN '_ NK FENCE 0 0 ® CLEANOUT 0 CONTROL POINT UT COMMUNICATION LINE TOP OF CURB EXISTING GRADE CORNER EDGE OF PAVEMENT CURB & GUTTER EXISTING ELEVATION DESIGN ELEVATION DIRECTION OF DRAINAGE S SANITARY SEWER DRAIN INLET QD ELECTRICAL LINE E 0 ELECTRICAL POWER BOX ERI ELECTRICAL RISER TELEPHONE VAULT END CURVE TOP OF CURB EXISTING GRADE TOP OF WALL EDGE OF PAVEMENT TOP OF' FOOTING EXISTINC TOP FACE OF WALL FINISHED FLOOR TRAFFIC SIGNAL FIRE HYDRANT TRAFFIC SIGNAL BOX FLOWLINE TELEPHONE VAULT FINISHEC SURFACE - - - - - - - GRADE BREAK UNIDENTIFIED VALVE GAS LINE G cv GAS VALVE INVERT LANDSCAPE >Yt LIGHT POLE Q LANDSCAPE DRAIN (OE) OVERHEAD ELECTRICAL FENCE LINE X -365- EXISTINC- CONTOUR LINE 0 SILT FENCE SF WIND FENCE WF ORIGINAL GROUND PROPERTY LINE POINT OF COMPOUND CURVE POINT ON CURVE POINT OF REVERSE CURVE 0 POWER POLE - - RIGHT-OF-WAY LIMIT ROAD CENTERLINE - -------- SAWCUT r SIGN WIN POST S SANITARY SEWER .W-- STORM DRAIN QD STORM DRAIN MANHOLE -> SWALE z TELEPHONE MANHOLE ® TELEPHONE VAULT TOP OF CURB 0 TOP OF WALL TOP OF' FOOTING TOP FACE OF WALL +1► TRAFFIC SIGNAL ® TRAFFIC SIGNAL BOX ❑7v TELEPHONE VAULT 0 TREE w UNIDENTIFIED VALVE Q UNIDENTIFIED RISER -UUL UNIDENTIFIED UTILITY LINE .W-- WATER LINE © WATER METER "v WATER '/ALVE z WOOD -l-NCE T. qlF \ 0 z w C 64410 m y� Exp. 6-30-19 �J� CIVIC �Q' lF OF Cat\�� Zz CL a 0 o� Cl z w�oz � z�o � j J Z �wU O 7� I Q N J n J Jj 0 L-j-� Jll Q LL - 0 L0 0 J d - w I N n S - (D N0 �a- H z w 2 w a z a z O U z O U z w 2 CL O w w O D z a J O z w cc n w O z z z a J CL z Ft w w z_ O z w SHEET C2 OF: 9 V)Ul o o z �r a 0 O O o U) CD w Q \00 CJ 0 SHEET C2 OF: 9 V)Ul o o �r a O O o 10-F- CD Q \00 CJ \ Q r o m m m O 00 J Y O O Z w n a U C m O ¢ SHEET C2 OF: 9 G \ P �P, ���40 401 8 00402.58 FLS \ o) 402.58 TC- 2::- Co2 v� 4p2 46 2 \ oa c� (PP) 15 oh gw v p2. 402.11 LIP .402.97 . \ \\ \ O vV 3g\ 40Z 00 4 \ 402 3\; w 15 (GAS LINE) 02 03 ,z r X 4p22 \ \ o\ PG 40 \ \ 02 8 1 2.39 \21 4 \ / \40, ` � 405 OREMOVAL OF EXISTING--/ \ PAVEMENT PER \\ \ \ SEPARATE PLANS. \ AA \ gW 8j�p � ��5 •'���✓ PC o0 405 Cg ,1 405 62 402.88 �L -5 48 5� CE 403.45 TC 403. 403.12 LIP 4013.51 C E o e �6 I 20002 404.29 CHK 16 G) v3 92 CF X 404 O9 PC X 404.26 PC SIGNAL MODIFICATION BY OTHERS 3'5$° s�aa CE 40 o4° �cE 405 407.02 TCi AQs,; CE CF 40'82 4 CITY OF BAKERSFI:ELD R.0.W. X 404 61 PC. k 13 A04ii�m 9C 1 F\ .�ti38 PC 3g2_C NN L\P �W -/,40-5 98 PC X 40_59b PC DEMOLITION NOTES ❑1 PROTECT -IN-PLACE EXISTING IMPROVEMENTS. �2 NOT USED. D3 NOT USED. E REMOVE EXISTING CONCRETE. E5 REMOVE EXISTING PAVEMENT. (GRIND AND STOCKPILE) E6 NOT USED. 7❑ (CMU WALL) NOT USED. ❑8 REMOVE EXISTING BOLLARDS. ❑9 NOT USED. �� 10 NOT USED. o" REMOVE EXISTING GUARD RAIL AND GUARD POSTS. \\ \ f 12 REMOVE EXISTING COMMUNICATION LINE. - 13 REMOVE EXISTING UTILITY BOX. \ s 14 REMOVE EXISTING ELECTRICAL BOX. \ 15 PROTECT -IN-PLACE EXISTING UTILITIES. \ 16. REMOVE EXISTING SIGN AND POST. \ 17 REMOVE EXISTING LIGHT POST AND ELECTRICAL RISER . \ 8 REMOVE EXISTING ELECTRICAL CONDUIT. p4?� FC \\ REMOVE EXISTING UTILITY VAULT. 19 z �5 WIDE .PUBLIC UTILITY EASEMENT .4:27 ES S7J- 2428 "E 166.73 Yd`1 404 X 405 82 FC 24TH STREET 5 -------------- 1 (WD. FNC.) cv jo? o^ 4p� � L64 x 4o101pP 15 (ELEC. PANEL) OE 15 (COMM. VAULT) E 404.2 �p 15 (W.M.) 4051 405 8 k 403. \_/- 405.90 FC CONSTRUCTION LIMITS REMOVAL OF EXISTING PAVEMENT PER SEPARATE PLANS. '/� 404 00 FC /QVf ESS/ON� T • ql F w C 64410 m * Exp. 6-30-19 s�9T clot F %)f C ( IN FEET ) Horz. 1 inch = 10 ft F_ U Z Zo/r D 0 ® C- Z Er z F Q IL Er F- (:) F- J JCq LU 0 I--- ,> 0 C z f' r W w .J W m a� Z I W Q N � 0 r7 w r. a J z L� z wQ O LL_ Q U m 0 0 w(D z C� U �.. z N W 2 a 0 0> W O D z a J Z W ct fA z Z z z FEW W z z W (10 NOTES o o --� 0 - 1 \ 1. ALL AREAS WHICH ARE BACKFILLED DUE TO REMOVAL OF UNDERGROUND STRUCTURES 1 \ SHALL BE COMPACTED TO 90% ` \ \ 2. REMOVAL OF BUILDING INCLUDES REMOVAL OF ALL FOUNDATIONS AND UTILITIES WITHIN THE 8 Q EXISTING BUILDING FOOTPRINT. \ 1 3. REMOVAL OF ELECTRICAL LIGHTS, EQUIPMENT, ETC. SHALL INCLUDE REMOVAL OF ALL \ RELATED EXISTING UNDERGROUND FOUNDATIONS, CONDUITS, SPLICE BOXES, ETC. \ O \ 4. ALL EXISTING UNDERGROUND UTILITIES THAT FEED THE EXISTING BUILDING AND WILL ALSO \ , \ FEED THE NEW 7 -ELEVEN BUILDING SHALL BE REMOVED TO APPROXIMATELY 50 FEET \\ fn OUTSIDE OF NEW 7 -ELEVEN BUILDING FOOTPRINT. SUCH UTILITIES SHALL BE CAPPED AND 0 PG Q MARKED IN FIELD. Q ` \ 5. REMOVAL OF EXISTING SEWER LINE INCLUDES ALL CLEANOUTS. MANFOLES AND OTHER \ SEWER RELATED FACILITIES ON SAID SEWER LINE, UNLESS OTHERWISE NOTED. ` 0 \ 6. REMOVAL OF EXISTING STORM DRAIN LINE INCLUDES ALL CLEANOUTS. MANHOLES, INLETS z \ AND OTHER STORM DRAIN RELATED FACILITIES ON SAID STORM DRAIN LINE, UNLESS 1 (CMU WALL) OTHERWISE NOTED. 14 \ 7. REMOVAL OF EXISTING LANDSCAPE ISLANDS AND TREE WELLS INCLUDES CURBS AND ALL ` \ LANDSCAPING (INCLUDING TREES), WITHIN SAID ISLAND, AND ALL RELATED IRRIGATION XFACILITIES. 12 \ \ \ 8. GRIND EXISTING ASPHALT AND STOCKPILE ON SITE FOR USE AS PAVEMENT SUB -BASE. \ 9. PAVEMENT AND COMPACTION OF SOILS TO BE OBSERVED AND TESTED BY SOILS \ ENGINEERING, INC. X \r \ ` 10. ANY PAINT, THINNERS, SOLVENTS OR OTHER CHEMICALS LOCATED IN THE BUILDING ARE TO BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. ` i 11. UTILITY POINTS OF CONNECTION TO BE AS -BUILT BY DEWALT CORPORATION SURVEY ` \ DEPARTMENT. z �5 WIDE .PUBLIC UTILITY EASEMENT .4:27 ES S7J- 2428 "E 166.73 Yd`1 404 X 405 82 FC 24TH STREET 5 -------------- 1 (WD. FNC.) cv jo? o^ 4p� � L64 x 4o101pP 15 (ELEC. PANEL) OE 15 (COMM. VAULT) E 404.2 �p 15 (W.M.) 4051 405 8 k 403. \_/- 405.90 FC CONSTRUCTION LIMITS REMOVAL OF EXISTING PAVEMENT PER SEPARATE PLANS. '/� 404 00 FC /QVf ESS/ON� T • ql F w C 64410 m * Exp. 6-30-19 s�9T clot F %)f C ( IN FEET ) Horz. 1 inch = 10 ft F_ U Z Zo/r D 0 ® C- Z Er z F Q IL Er F- (:) F- J JCq LU 0 I--- ,> 0 C z f' r W w .J W m a� Z I W Q N � 0 r7 w r. a J z L� z wQ O LL_ Q U m 0 0 w(D z C� U �.. z N W 2 a 0 0> W O D z a J Z W ct fA z Z z z FEW W z z W (10 o o o o --� 0 - c- c� 0 f O 0 0 C) �o Q C3 m r m m o Lli al < wOf m Q fn U ¢ Q Q SHEET C3 OF: 9 40'�so \ \ HEALY TANK tK \ ` ' 0.58%tK c \Y \ N -o CONNECT TO EXIST. CATCH BASIN- Qfla , INV. 15" NE = 398.50 STREET IMPROVEMENTS PER CITY TRIP PROJECT PLANS 0 10' WIDE PG&E UTILITY EASEMENT \ 110 5 ` L PEDESTRIAN WALKWAY EASEMENT \\ floc. pr219o1obt� \ \\ \ ;r p STRUCTURE ID p- D D 86' D ° rlD - `L s�[ INV. 15" N = 399.85 63.74 HEIGHT = 3.24' 399.85 399.21 RIM ELEV. = 401.94 INV. 6" N = 400.07 DRAIN INLET #2 SUMP ELEV. = 398.71 INV. 15" S = 399.21 399.21 HEIGHT = 3.23' INV. 15" W = 399.21 PIPE C RIM ELEV. = 403.19 oD i D� o DSI p INV. 6" W = 401.47 RCP M p D p D � o RIM ELEV. = 403.48 INV. 6" S = 400.32 LS DRAIN BOX #2 SUMP ELEV. = 400.32 INV. 6" E = 400.42 6"0 p D. lb �i 1 D p 8 I INV.15" E = 399.00 p SUMP ELEV. = 398.40 ( p D p D D DD p o � p 10' WIDE PG&E UTILITY EASEMENT \ 110 5 ` L PEDESTRIAN WALKWAY EASEMENT \\ floc. pr219o1obt� \ \\ \ ;r p STRUCTURE ID p- D D 86' D ° rlD - `L SUMP ELEV. = 399.35 INV. 15" N = 399.85 63.74 HEIGHT = 3.24' 399.85 399.21 RIM ELEV. = 401.94 INV. 6" N = 400.07 DRAIN INLET #2 SUMP ELEV. = 398.71 INV. 15" S = 399.21 399.21 HEIGHT = 3.23' INV. 15" W = 399.21 PIPE C RIM ELEV. = 403.19 oD i D� o DSI p INV. 6" W = 401.47 RCP M p D p D � o RIM ELEV. = 403.48 INV. 6" S = 400.32 LS DRAIN BOX #2 SUMP ELEV. = 400.32 INV. 6" E = 400.42 6"0 p D. lb 1.00% 1 D p 8 I INV.15" E = 399.00 p SUMP ELEV. = 398.40 D p D p D D DD p o � p ` ° D --p 1.50%� O \ o \ 0� \ I FUTURE STREET IMPROVEMENTS PER PER CITY TRIP PROJECT PLANS L=13906', 1390. �5b-u� -=own d-5.09 \> - LEGEND NEW ASPHALT PAVEMENT NEW CONCRETE SURFACE OR STRUCTURE LIGHT DUTY PAVEMENT. SEE DETAIL F ON SHEET C5 HEAVY DUTY PAVEMENT. SEE DETAIL F ON SHEET C5 r - r r r - r r r f, r 1\ \\ \\ \\ \\ \\ l \ D, \ PROPERTY LINE A'zVK I ADA PATH OF TRAVEL \t \\ #' SOUNDWALL BY OTHERS V V.11 p0� 4000 woo ADA PATH OF TRAVEL CONSTRUCTION LIMITS STREET IMPROVEMENTS PER CITY TRIP PROJECT PLANS CONSTRUCTION NOTES O1 CONSTRUCT CONCRETE CURB PER DETAIL A ON SHEET C5. CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL B ON SHEET C5. �3 CONSTRUCT CONCRETE SIDEWALK PER DETAIL D ON SHEET C5. �J CONSTRUCT RETAINING CURB PER DETAIL E ON SHEET C5. OCONSTRUCT CASE C RAMP PER DETAIL H ON SHEET C5 AND CALTRANS STANDARD PLAN A88A (2015). O6 CONSTRUCT 4'x4' LANDSCAPE PLANTER. OPAVEMENT SECTION 4" A.C./5" A.B./12" NATIVE ® 95% RELATIVE COMPACTION. O8 PCC PAVEMENT SECTION. SEE DETAIL F ON SHEET C5. NOT USED. 10 RETAINING WALL PER SEPARATE PLANS. 11 SEE GRADING DETAIL 1 ON SHEET C5. 12 SEE GRADING DETAIL 2 SHEET C5. 13 24"x24" DRAIN INLET: CHRISTY U21CB W,/U21-Hl WELDED STREET GRATE (TRAFFIC RATED). 14 STORM DRAIN CLEANOUT: CHRISTY TYPE F08 BOX W/VO1-71C CAST IRON GRATE ADA COMPLIANT. 15 12"x12" LANDSCAPE DRAIN BOX: 12" SQ. CATCH BASIN W/12" SQ. GRATE, NDS PRODUCTS OR APPROVED EQUAL. 16 NOT USED. 17 CONSTRUCT CONCRETE CURB & GUTTER PER DETAIL C ON SHEET C5. STRUCTURE TABLE (PRIVATE) STRUCTURE ID STRUCTURE DETAILS INVERT ELEVATIONS SLOPE RIM ELEV. = 402.59 INV. OUT DRAIN INLET #1 SUMP ELEV. = 399.35 INV. 15" N = 399.85 63.74 HEIGHT = 3.24' 399.85 399.21 RIM ELEV. = 401.94 INV. 6" N = 400.07 DRAIN INLET #2 SUMP ELEV. = 398.71 INV. 15" S = 399.21 399.21 HEIGHT = 3.23' INV. 15" W = 399.21 PIPE C RIM ELEV. = 403.19 39.60 LS DRAIN BOX #1 SUMP ELEV. = 401.47 INV. 6" W = 401.47 RCP HEIGHT = 1.72' 6"0 104.52 RIM ELEV. = 403.48 INV. 6" S = 400.32 LS DRAIN BOX #2 SUMP ELEV. = 400.32 INV. 6" E = 400.42 6"0 HEIGHT = 3.15' 1.00% 400.32 RIM ELEV. = 402.24 INV.15" E = 399.00 SD CLEANOUT SUMP ELEV. = 398.40 INV. 15" SW = 398.90 HEIGHT = 3.84' PIPE TABLE (PRIVATE) PIPE ID SIZE LENGTH SLOPE INV. IN INV. OUT MATERIAL PIPE A 15"0 63.74 1.00% 399.85 399.21 RCP PIPE B 15"0 21.17 1.00% 399.21 399.00 RCP PIPE C 15"0 39.60 1.00% 398.90 398.50 RCP PIPE D 6"0 104.52 1.00% 401.47 400.42 PVC PIPE E 6"0 24.90 1.00% 400.32 400.07 PVC LIST OF ESTIMATED MATERIALS ITEM QUANTITY STORM DRAIN CLEANOUT 1 EA. STORM DRAIN INLET 2 EA. LANDSCAPE DRAIN BOX 2 EA. 15"0 P.V.C. STORM DRAIN 125 L.F. 6"0 P.V.C. STORM DRAIN 130 L.F. /QvF E SS JON\ T. 0 o z w C 64410 * Exp. 6-30-19 cm F OF CA��F� -Is_ '/ 0 5' 10' 20' ( IN FEET ) Horz. 1 inch == 10 ft. f) Z � Q z � Q J 0 cr Z CILQ J FeW � < Cn Z> � � OL Z W*To D ME NW Q 0 W z w >�5 DwU O^ CD Q N J `- CD �CD i4 LL - "n 0 -- "no 0 �- (D w �- J N r� a r J CD z W 2 W Q z Q z O F- U C0 z U F - z W 2 a- 0 W W 0 0 z a J Z W Ct D C� z Z z Q J o_ O z FEW W z_ z W SHEET C4 OF: cl) C :> � 3 I H rn N m v d 0 mn LLJ m ._ Ij Y y C a � p Z Ll Q 0:: J Q CI Q SHEET C4 OF: cl) C :> NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS ® 30' WEAKENED PLANE JOINTS ® 15' PLACE ON COMPACTED SUBGRADE 6" 1" R�" -\I R4" A R ° N e 4 � d . A)ON-SITE CURB DETAIL SCALE: N.T.S. NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS ® 30' WEAKENED PLANE JOINTS ® 15' PLACE ON COMPACTED SUBGRADE NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS ® 40' WEAKENED PLANE JOINTS ® 20' PLACE ON COMPACTED SUBGRADE WIDTH (W) PER PLANS w z J Li 2" de .4 d a 4 W/2 W/2 1 ON-SITE CROSS GUTTER DETAIL SCALE: N.T.S. 5'-0" MIN. WIDTH nC(4- NCRETE SIDEWALK z THICK MIN.) of 15% MAX GRADE 0.50% MIN.GRADE TOP OF PAVEMENT e OR GUTTER 1 ON-SITE SIDEWALK DETAIL SCALE: N.T.S. NOTES: 1. LONGITUDINAL AND TRAVERSE JOINTS SHALL BE SAWED AS INDICATED. 2. THE JOINT SEAL MANUFACTURER'S SPECIFICATIONS SHALL BE COMPATIBLE WITH THE JOINT CONFIGURATION. 3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION. 4. THE WIDTH OF ALL JOINTS SHALL BE CORRECTED FOR 68 DEGREE F. 5. EXPANSION JOINTS SHALL BE USED AT ALL LOCATIONS WHERE PAVEMENT ABUTS A PERMANENT STRUCTURE. 6. DOWELS AND TIE BARS FOR CONSTRUCTION JOINTS SHALL BE CAST -IN-PLACE. `CONTROL JOINT (TYP.) PLAN CONCRETE PAVEMENT SCALE: N.T.S. COARSE AGGREGATE N NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS ® 30' WEAKENED PLANE JOINTS ® 15' PLACE ON COMPACTED SUBGRADE )ON-SITE CURB &GUTTER SCALE: N.T.S. " 1" MIN. �\ / r 2R CLR. 1 I II I—I �, t —III w 2-#4 BARS CONTINUOUS a Fll� N it � 1111, ,111=1j1= a .a 4 12" L 3" CLR. RETAINING CURB SCALE: N.T.S. P.C.C. PAVEMENT SCHEDULE TRAFFIC RATING AC 15' I DESIGNATION d._ d e 4 MAX.' a:d HEAVY DUTY 8" 8" n f J W � da a e e C 4a Q zj da z - m a z LL¢ 0 � LL_ X - ¢ Z a °C o a_ w i o o cc �- e CJ 00 LL z U a 41 e a N w 2 N CL C p rrl a d ° e di a da a d a `CONTROL JOINT (TYP.) PLAN CONCRETE PAVEMENT SCALE: N.T.S. COARSE AGGREGATE N NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS ® 30' WEAKENED PLANE JOINTS ® 15' PLACE ON COMPACTED SUBGRADE )ON-SITE CURB &GUTTER SCALE: N.T.S. " 1" MIN. �\ / r 2R CLR. 1 I II I—I �, t —III w 2-#4 BARS CONTINUOUS a Fll� N it � 1111, ,111=1j1= a .a 4 12" L 3" CLR. RETAINING CURB SCALE: N.T.S. P.C.C. PAVEMENT SCHEDULE TRAFFIC RATING AC AB I DESIGNATION LIGHT DUTY 6" 6" I 0 HEAVY DUTY 8" 8" n f J 650 PSI FLEXURAL STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT PCC a . AB \�\\\� 12" NATIVE MAT. ®95% R.C. COMPACTED SUBGRADE CURB RAMP DETAIL - CASE C SCALE: N.T.S. City Records No. REINFORCING SHALL CONSIST OF ASTM A615 GRADE 60, #4 DEFORMED BAR MATS ® 15" EACH WAY SAWED CONTROL JOINT (1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.) a C d n d . 4 e. d41 a EACH®15" O.C. CHWA \\ \\\ SECTION SIGN R99 (CA) I BASE COURSE MI UM IN S 50 NOTE: CLASS '3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS ® 30' WEAKENED PLANE JOINTS ® 15' PLACE ON COMPACTED SUBGRADE t t�� -1C TRADING DETAIL 1 SCALE: V=4' WHITE ISA o cn WHITE BORDER ('L--� 1 1 BLUE BACKGROUND — 6" GRID 2'-8 1/2- S-9" 4'-5" A (BLUE) =14 ftX INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING SCALE: N.T.S. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT (Insert Address) OR BY TELEPHONING (Insert Telephone Number) SIGN R99C (CA) SIGN R100B (CA) ���� ���n See Note 2 See Note 3 77U V G=LEN PLAQUE R99B (CA) A6(�UMBLE SIGN R99 (CA) with PLAQUE R99B (CA) See Note 2 SIGN R7 -8b See Notes 1 and 2 NOTES: 1. ONE IN EVERY SIX ACCESSIBLE OFF-STREET PARKING STALLS, BUT NOTLESS THAN ONE, SHALL BE SERVED BY AN ACCESSIBLE AISLE OF 8'-0" MINIMUM WIDTH AND SHALL BE SIGNED VAN ACCESSIBLE. THE R7 -8B SIGN SHALL BE MOUNTED BELOW THE R998 (CA) PLAQUE OR THE R99C (CA) SIGN. 2. WHERE PLAQUE R998 (CA), SIGN R99C (CA) OR SIGN R7 -8B ARE INSTALLED, THE BOTTOM OF THE SIGN OR PLAQUE PANEL SHALL BE A MINIMUM OF 7'-0" ABOVE THE SURROUNDING SURFACE. 3. A R100B (CA) SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL. THE SIGN SHALL INCLUDE THE ADDRESS WHERE THE TOWED VEHICLE MAY BE RECLAIMED AND THE TELEPHONE NUMBER OF THE LOCAL TRAFFIC LAW ENFORCEMENT AGENCY. OFF-STREET PARKING SIGNS SCALE: N.T.S. GRADING DETAIL 2 SCALE: 1" = 8' 0 C7 z 2 z U 4 J 0 �7 z FE W W /z z W Cn o o rn o c� r z 3 I 0 o1z I x) n Q N W � C r� W C w Q _ z I m U X z LL¢ 0 � LL_ o - ¢ Z 0 °C o a_ w i o o cc �- �� CJ 00 LL z U CNV N w 2 N CL C p rrl J 0 C7 z 2 z U 4 J 0 �7 z FE W W /z z W Cn o o rn o d r z 3 I 0 x) n >• w M1 I m r m cL L;..i o Z Uj a_ w i m o a i ¢ CJ Q cn o Q o o rn o d r W, ' 3 I Q x) n >• d M1 r CO m r m cL L;..i o Z Uj a_ w i m o U ¢ CJ Q SHEET C5 Cv.. CITY OF BAKERSFIELD STATE OF CALIFORNIA EROSION AND SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROLS WILL BE IMPLEMENTED ALONG THE BOUNDARIES OF THE CONSTRUCTION AREAS WITHIN THE PROJECT SITE TO MINIMIZE THE AMOUNT OF SEDIMENT TRANSPORTED OFF—SITE BY STORM WATER RUNOFF. THESE CONTROL MEASURES WILL BE PUT IN PLACE AS NEEDED AT THE ONSET OF CONSTRUCTION ACTIVITIES AND WILL REMAIN IN PLACE (AS NEEDED) DURING CONSTRUCTION AND THROUGH PERIODS OF INACTIVITY. DISCHARGERS SHALL PROVIDE EFFECTIVE SOIL STABILIZTION FOR INACTIVE AREAS. DESCRIPTIONS AND DIAGRAMS OF THE BMPS ARE INCLUDED ON SHEET C5. 2. ALL STORM WATER BMPS SHALL BE PROPERLY MAINTAINED AT REGULAR INTERVALS BY TRAINED PERSONNEL CONSISTENT WITH PROJECT SITE OPERATIONAL MAINTENANCE SCHEDULES. INSPECTIONS WILL BE PERFORMED BY A QSP OR SOMEONE UNDER HIS DIRECTION WEEKLY, BEFORE, DURING, AFTER QUALIFYING STORM EVENTS (0.5 INCHES PER STORM EVENT), AND ONCE EACH 24—HOUR PERIOD DURING EXTENDED STORM EVENTS DURING BUSINESS. THESE INSPECTIONS WILL BE CONDUCTED TO IDENTIFY BMP EFFECTIVENESS. IF ANY STRUCTURAL DEFECTS ARE OBSERVED INTERFERING WITH DESIGN PERFORMANCE OF BMPS, REPAIRS OR DESIGN CHANGES WILL BE IMPLEMENTED BY THE CONTRACTOR WITHIN 72 HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE BUILDING DEPARTMENT. EROSION CONTROL DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED. ADDITIONAL EROSION CONTROL DEVICES SHALL BE PLACED AT THE DISCRETION OF THE ENGINEER OF WORK, INSPECTOR, SWPM, OR RWQCB INSPECTOR. 4. ALL EROSION CONTROL DEVICES SHALL BE THE FIRST ORDER OF WORK AND SHALL BE IN PLACE BETWEEN OCTOBER 15 AND APRIL 15 OR ANYTIME WHEN RAIN PROBABILITY EXCEEDS 30%. THIS WORK SHALL BE INSTALLED OR APPLIED AFTER EACH AREA IS GRADED AND NO LATER THAN FIVE (5) WORKING DAYS AFTER COMPLETION OF EACH AREA. 5. ALL DISTURBED AREAS OF THE CONSTRUCTION PROJECT SITE WILL BE STABILIZED IN A MANNER SIMILAR TO ITS ORIGINAL CONDITION. BOTH TEMPORARY (WATER TRUCKS) AND PERMANENT MEASURES WILL ALSO BE APPLIED TO CONTROL DUST GENERATION. FINAL STABILIZATION SHALL BE COMPLETED PRIOR TO SUBMITTING A NOTICE OF TERMINATION (NOT). 6. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 70% COVERAGE ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 7. DISCHARGERS SHALL ESTABLISH AND MAINTAIN EFFECTIVE PERIMETER CONTROLS. SILT BARRIERS CONSISTING OF SILT FENCES, FIBER ROLLS, SANDBAGS, HAY BALES, AND/OR BERMS WILL BE SET UP AROUND THE CONSTRUCTION SITE AS NECESSARY SO THAT SEDIMENT WILL NOT BE DISCHARGED OFF—SITE. SEDIMENTATION CONTROL WILL BE IN PLACE AND MAINTAINED ON ALL DISTURBED AREAS DURING THE RAINY SEASON. SEDIMENT BUILDUP ALONG SILT FENCES WILL BE MONITORED AND REMOVED AS NECESSARY. REMOVED SEDIMENT WILL BE DEPOSITED IN AN AREA THAT WILL NOT ALLOW SEDIMENT TO BE DISCHARGED OFF—SITE. ALL CONSTRUCTION ENTRANCES AND EXITS SHALL BE STABILIZED TO SUFFICIENTLY CONTROL SEDIMENT DISCHARGE FROM THE SITE. 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OR MAINTENANCE OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 9. PERSON TO CONTACT 24 HOURS A DAY IN THE EVENT THERE IS AN EROSION CONTROL/SEDIMENTATION PROBLEM ANTHONY OLIVIERI (661) 327-1200 EROSION CONTROL & INSPECTIONS 1. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE AND FUNCTIONAL PRIOR TO THE FIRST INSPECTION. NO INSPECTIONS CAN BE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAILED TO PROVIDE EROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSE INSPECTIONS TO BE DELAYED UNTIL EROSION CONTROL MEASURES ARE FUNCTIONAL. 2. THE ENGINEER OF RECORD TO PROVIDE WRITTEN VERIFICATION THAT THE EROSION/SEDIMENTATION CONTROL DEVICES ARE PROPERLY INSTALLED AND ARE BEING MONITORED BEFORE & AFTER EACH STORM. LEGEND SF LIMITS OF SILT FENCE (SE -1)* WF LIMITS OF WIND FENCE (WE -1)* WIND EROSION CONTROL (WE -1)* (WATERING) TEMPORARY CONSTRUCTION ENTRANCE EXIT (TC -1)* (50'x50' OF 1" MIN. DIA. GRAVEL AT MIN. DEPTH) GRADING LIMIT -ww-- DIRECTION OF FLOW A - DETAIL SHEET NUMBER *SEE SHEET C7 FOR BMP DETAILS /QvFESS/pN\ T E� . qlF P � � � Z w � C 64410 m * E�6-10-19 \TF Or_ EROSION AND SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES 0 10' 20' 40' ( IN FEET ) Horz. 1 inch = 20' ft. NORTH N.T.S. sF� rG C7 C7 rr VICINITY MAP I f F I i e C7 BEET Am 20 FND CDOT MON - - - - EXISTING F.H. L City Records No. U~ J ZazJ ?p Jo o�ez0 �� C�aZO CL W w�0p J WCDW nUa,jz z cc�Q J Z > ,WI > o JwV 05 O^ 0 w d - Q N J �(D _ CD n ja in o of I- CD w't ilj 'n C14 T7 cV �p ('J CD O n = H z w 2 w O a z a z O D o� z O U H z w m 0- 0 w w a 13 z a J z w O z z z a J O z FE w w z z w V) 0 0 O C7 BEET Am 20 FND CDOT MON - - - - EXISTING F.H. L City Records No. U~ J ZazJ ?p Jo o�ez0 �� C�aZO CL W w�0p J WCDW nUa,jz z cc�Q J Z > ,WI > o JwV 05 O^ 0 w d - Q N J �(D _ CD n ja in o of I- CD w't ilj 'n C14 T7 cV �p ('J CD O n = H z w 2 w O a z a z O D o� z O U H z w m 0- 0 w w a 13 z a J z w O z z z a J O z FE w w z z w V) 0 0 O rn U z O V c LLi 0 �� (x' m w C) O 6� J Lu j 0- H o Q o o ¢ _ 0 Q 0 0 O rn U 0-1O O V c LLi > �� (x' m m C) O 6� J Q j 0- H o Q o o ¢ _ SHEET C6 OF: 9 Direction of flow L Spillway elevation shall match top of curb Sandbags ravel bags to Back of sidewalk overlap onto curb Catch Basin Back of curb /// t' y -Curb Inlet _._D.__.�.i Spillwo Sandbags/Grovel bags stacked tightly Plan Curb inlet / --Sidewalk H = 8" Min. Catch Basin L = 36" Max. SECTION Notes: 1. Catch Basin/inlet protection shall be installed wherever there is a potential of stormwater or non-stormwater being dischorged into it. 2. Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization, and measures to prevent tracking onto paved surfaces. J. Madify inlet protection as needed to avoid creating traffic hazards. 4. Include inlet protection measures at hillside v -ditches and mise. drainage swa/es. 5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of proper/y and in a manner that assures that the sediment does not enter the storm drain system 6. Damaged bogs shall be rep/aced immediately. 7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan. A CA TC"II flA,SI1 /I J -f' -T p fe T'T T C wf'V Notes: 1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with sandbags or other measures to prevent transport to the starmdrain system. 2. Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or water. MATERIAL STORAGE BEST MANAGEMENT PRACTICES (BMP's GENERAL NOTES 1. BEST MANAGEMENT PRACTICES (BMP's) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMP'S REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS, AVAILABLE AT WWW.CABMHANDBOOKS.COM 2. ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DEVELOPED AND IMPLEMENTED IN COMPLIANCE WITH REQUIREMENTS OF THE CITY OF BAKERSFIELD STORMWATER MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, AND THE STATE'S GENERAL PERMIT. 3. NON-STORMWATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND/OR STREET. CITY OF BAKERSFIELD STATE OF CALIFORNIA EROSION AND SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES Notes: 1. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. J. Designate on-site vehicle and equipment maintenance areas, away from storm drain inlets and watercourses. 4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing fluids. 5. Legally dispose of used oils, fluids, and lubricants. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. B EQUIPMENT Y ALYTEXANCE AR A15' Bermed Containment ��- Area iIVITM 1. Excess and waste concrete shall not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and so/id waste shall be provided on site. J. Slurr from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly. 4. THE SWPPP SHALL: a. IDENTIFY POTENTIAL POLLUTANT SOURCES AND INCLUDE THE DESIGN AND PLACEMENT OF BMP's TO EFFECTIVELY PROHIBIT THE ENTRY OF POLLUTANTS FROM THE CONSTRUCTION SITE INTO AND ONTO THE STREET AND STORM DRAIN SYSTEM DURING CONSTRUCTION. b. BE KEPT ON SITE AND AMENDED TO REFLECT CHANGING CONDITIONS THROUGHOUT THE COURSE OF CONSTRUCTION. c. BE KEPT UP TO DATE. ANY ADDITIONAL UPDATES REQUESTED BY AGENCY REPRESENTATIVE ARE TO BE MADE IMMEDIATELY. 5. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN & / Length as needed to prevent tracking A series of Steel Plates (3 or .. Rumble Strips or min 4" coarse aggregate. No tes: 1. Sediments and other materials shell not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up immediately and may not be washed down by rain or other means into the storm drain system. I 2. Stabilized construction entrance shall be: C. Located at any point where traffic will be entering or leaving a construction site to or from apub/ic right of way, street, of%y, and sidewalk or parking area. b. A series of steel plates with rumble strips " and/or min 4" coarse aggregate with length, width & thickness as needed to adequatly prevent ony tracking onto paved surfaces. J. Adding a wash rack with a sediment trap large enough to collect all wash water can great/y improve efficiency. 4• All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 7. Remove all sediment deposited on paved roadways immediately. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. J. Pavement woshh7g with water is prohibited if it results in a discharge to the storm drain system. C STAIM17,TV C� `C. IMS`TRUCTION E'NTRANC'E' Bermed Containment Area ' Impervious Surface/Lining 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup materia/ shall be on site and used immediately in the event of a spill. IMPLEMENTATION OF THE SWPPP. 6. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOV. 1 TO APR. 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 7. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS. 8. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON ALL BMP's INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. Notes: 1. Soi!/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetate open areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from November 1 thru April 15 and on all disturbed areas during a rain event or potential rain. J. :,tGbi&-atibn practices shall control/prevent erosion from the forces of wind and water. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch trust be anchored immediately to minimize loss by wind or water. 6. klYhen using hydroseeding/mulching, the minimum application of wood fiber shalt ne 1,500 lbs/acre, that does not contain more than 50 percent newsprint. 7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 Colifomia Avenue, Bakersfield, CA 93309-0725. Phone. (661) 3.36-0967. Q EROSION C01, 1TRI 01 slit Fence - Silt fence constructed r' `along level contour Maximum slope length Maximum tributary area .25 acre/100ftY�� of fence. - Post 26 - - �~ Filter fabric 10' o, c. Flow (max) Compacted 24 r backfill 22 __.� Maximum 6" min. f �`/ 12" Silt fence \ width- Turn last 6' of Filter fabric fence up-slope 6" min. Notes: 1. onstruct the silt fence along a leve/ contour. 2. Silt fences shall remain in place anti/ the disturbed area is permanently stabilized. J. Provide sufficient room for runoff to pond behind the fence and allow sediment rsmoval equipment to pass between the silt fence and toe of slope or other ^bstructions. About 1200 sq. ft. of ponding area sha// be provided for every acre) rrcinmg to the fence. 4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence. 5. Leave on undisturbed or stabilized area immediotely downslope from the fence. 6. Do not place in live stream or intermittent/y f/owing channels. 7. When standard filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at /east 1 inch long, tie wires or hog rings. J I' H AS"II T 1 NY , 9. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVEN__ A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 10. INDIVIDUAL HOME BUILDERS SHALL USE THE DESIGNATED CCNCRETE CLEAN OUT AREAS AS SHOWN ON PLAN. 11. INDIVIDUAL HOME BUILDERS SHALL USE STABILIZED CONSTRUCTION ENTRANCES AS SHOWN ON DETAIL "C" OR SHALL PROVIDE STREET SWEEPING SERVICE AS NECESSARY TO KEEP PAVED AREAS FREE OF VEHICLE TRACK OUT MATERIALS. Q��pF ESS/ON �``� �� T • ql F O Z w C 64410 m * ExD. 6-30-19 CIV IV 9 C I City Records No. p ln� UW CO W; 0. MO 0 ® a- arzF- X 1J W F - Z U = 0. W F ,Z 0W4 .J W N W F- 0 < W Z 0Zto< a: W ...J :2 W >0 _■ W �- >J J 0r `r o o CD It m �r IV y o M ::E 0') I O Y QN v W +V LLJ 11, (LJ n Stockpiled Material w LL y y Z uQ O Q� 00 U MO p o 0 F- ca W LLl _t o Z 1k .V 41 �. t �M .y U cn � d e d 4. 4. < d Z VW y v y 0- d 0 LM > y ° . ;4 f d-Y tt 4 m 4, 41 ILI y IV 11, d 41 .t v. 'IV y �, �, y SANDBAGS/GRAVEL BAGS j PLACED TIGHTLY TOGETHER ALL AROUND MATERIAL ,V 4' \1/ ,y .v �v w v W w Notes: 1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with sandbags or other measures to prevent transport to the starmdrain system. 2. Any construction material stored or stockpiled on-site shall be protected from being transported by the force of wind or water. MATERIAL STORAGE BEST MANAGEMENT PRACTICES (BMP's GENERAL NOTES 1. BEST MANAGEMENT PRACTICES (BMP's) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMP'S REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS, AVAILABLE AT WWW.CABMHANDBOOKS.COM 2. ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DEVELOPED AND IMPLEMENTED IN COMPLIANCE WITH REQUIREMENTS OF THE CITY OF BAKERSFIELD STORMWATER MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, AND THE STATE'S GENERAL PERMIT. 3. NON-STORMWATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND/OR STREET. CITY OF BAKERSFIELD STATE OF CALIFORNIA EROSION AND SEDIMENT CONTROL PLAN BEST MANAGEMENT PRACTICES Notes: 1. Leaking vehicles and equipment shall not be allowed on-site. Equipment and vehicles shall be inspected frequently for leaks and shall be repaired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired on-site only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. J. Designate on-site vehicle and equipment maintenance areas, away from storm drain inlets and watercourses. 4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing fluids. 5. Legally dispose of used oils, fluids, and lubricants. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. B EQUIPMENT Y ALYTEXANCE AR A15' Bermed Containment ��- Area iIVITM 1. Excess and waste concrete shall not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and so/id waste shall be provided on site. J. Slurr from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly. 4. THE SWPPP SHALL: a. IDENTIFY POTENTIAL POLLUTANT SOURCES AND INCLUDE THE DESIGN AND PLACEMENT OF BMP's TO EFFECTIVELY PROHIBIT THE ENTRY OF POLLUTANTS FROM THE CONSTRUCTION SITE INTO AND ONTO THE STREET AND STORM DRAIN SYSTEM DURING CONSTRUCTION. b. BE KEPT ON SITE AND AMENDED TO REFLECT CHANGING CONDITIONS THROUGHOUT THE COURSE OF CONSTRUCTION. c. BE KEPT UP TO DATE. ANY ADDITIONAL UPDATES REQUESTED BY AGENCY REPRESENTATIVE ARE TO BE MADE IMMEDIATELY. 5. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN & / Length as needed to prevent tracking A series of Steel Plates (3 or .. Rumble Strips or min 4" coarse aggregate. No tes: 1. Sediments and other materials shell not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Depositions must be swept up immediately and may not be washed down by rain or other means into the storm drain system. I 2. Stabilized construction entrance shall be: C. Located at any point where traffic will be entering or leaving a construction site to or from apub/ic right of way, street, of%y, and sidewalk or parking area. b. A series of steel plates with rumble strips " and/or min 4" coarse aggregate with length, width & thickness as needed to adequatly prevent ony tracking onto paved surfaces. J. Adding a wash rack with a sediment trap large enough to collect all wash water can great/y improve efficiency. 4• All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. 7. Remove all sediment deposited on paved roadways immediately. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. J. Pavement woshh7g with water is prohibited if it results in a discharge to the storm drain system. C STAIM17,TV C� `C. IMS`TRUCTION E'NTRANC'E' Bermed Containment Area ' Impervious Surface/Lining 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup materia/ shall be on site and used immediately in the event of a spill. IMPLEMENTATION OF THE SWPPP. 6. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOV. 1 TO APR. 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 7. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS. 8. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON ALL BMP's INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. Notes: 1. Soi!/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetate open areas as soon as feasible after grading. These control practices shall include temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from November 1 thru April 15 and on all disturbed areas during a rain event or potential rain. J. :,tGbi&-atibn practices shall control/prevent erosion from the forces of wind and water. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch trust be anchored immediately to minimize loss by wind or water. 6. klYhen using hydroseeding/mulching, the minimum application of wood fiber shalt ne 1,500 lbs/acre, that does not contain more than 50 percent newsprint. 7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 Colifomia Avenue, Bakersfield, CA 93309-0725. Phone. (661) 3.36-0967. Q EROSION C01, 1TRI 01 slit Fence - Silt fence constructed r' `along level contour Maximum slope length Maximum tributary area .25 acre/100ftY�� of fence. - Post 26 - - �~ Filter fabric 10' o, c. Flow (max) Compacted 24 r backfill 22 __.� Maximum 6" min. f �`/ 12" Silt fence \ width- Turn last 6' of Filter fabric fence up-slope 6" min. Notes: 1. onstruct the silt fence along a leve/ contour. 2. Silt fences shall remain in place anti/ the disturbed area is permanently stabilized. J. Provide sufficient room for runoff to pond behind the fence and allow sediment rsmoval equipment to pass between the silt fence and toe of slope or other ^bstructions. About 1200 sq. ft. of ponding area sha// be provided for every acre) rrcinmg to the fence. 4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence. 5. Leave on undisturbed or stabilized area immediotely downslope from the fence. 6. Do not place in live stream or intermittent/y f/owing channels. 7. When standard filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at /east 1 inch long, tie wires or hog rings. J I' H AS"II T 1 NY , 9. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVEN__ A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 10. INDIVIDUAL HOME BUILDERS SHALL USE THE DESIGNATED CCNCRETE CLEAN OUT AREAS AS SHOWN ON PLAN. 11. INDIVIDUAL HOME BUILDERS SHALL USE STABILIZED CONSTRUCTION ENTRANCES AS SHOWN ON DETAIL "C" OR SHALL PROVIDE STREET SWEEPING SERVICE AS NECESSARY TO KEEP PAVED AREAS FREE OF VEHICLE TRACK OUT MATERIALS. Q��pF ESS/ON �``� �� T • ql F O Z w C 64410 m * ExD. 6-30-19 CIV IV 9 C I City Records No. p ln� UW CO W; 0. MO 0 ® a- arzF- X 1J W F - Z U = 0. W F ,Z 0W4 .J W N W F- 0 < W Z 0Zto< a: W ...J :2 W >0 _■ W �- >J J 0r `r o o CD It c �r O 0 o M ::E 0') I O Z QN r W 2 C-) LLJ (LJ n (D LJ Z LL (10 Z uQ O Q� 00 U MO p o 0 F- ca W LLl _t o Z LLJ `` �M w U cn � m a Z VW 0- 0 LM > If 0 Z a J Z J' W W V Z Z Z La J 0 � Z F W W Z 4>K a Z W (n z 0 o o 0) It c w O 0 o M ::E w o O 0 N r EO (n o o 0) It c a O 0 o M ::E O 0 N OO EO a L0 r, 00 M p r 0 UJ z o o `` Q w 0 m a Q Q LM SHEET C7 OF: 9 EXISTING POWER POLE p p hv ul 00 D p V / \ � p i i i \\ 00 aa C \\ \ Qa o ate' \ 10' WIDE PG&E UTILITY EASEMENT i I � w .q L _ _ _ — _ _ _ — — — E 1% APPROXIMATE LOCATION OF EXISTING 8" SEWER LINE. CONTRACTOR TO LATERAL FROM EXISTING SEWER LINE TO NEW BUILDING. CONTRACTOR TO FIELD VERIFY LOCATION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. (s) (s) — INVERT ELEVATION AT SEWER MAIN POINT OF CONNECTION: ±397.82 (s' --(S)- -A-1 —(s)— r\I•TI /,\1 AT [`r\.ICS .— INSTALL ±12 L.F. OF 4"0 PVC ® 2.0% LEGEND W- PROPOSED FIRE WATER LINE EXISTING WATER LINE (S) -- EXISTING SEWER LINE QO 0 ly EXISTING FIRE HYDRANT ASSEMBLY ® EXISTING WATER VALVE ®o® PROPOSED DOUBLE DETECTOR CHECK ASSEMBLY • PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY w :2 N U r^ r 7J U 6 4 w� z Fi >- z wQ r m O y h L > mo p L, O W d m Q w� U z Li O � G7 � • c� w N CO CD LEGEND W- PROPOSED FIRE WATER LINE EXISTING WATER LINE (S) -- EXISTING SEWER LINE QO 0 ly EXISTING FIRE HYDRANT ASSEMBLY ® EXISTING WATER VALVE ®o® PROPOSED DOUBLE DETECTOR CHECK ASSEMBLY • PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY (SEWER) LIST OF ESTIMATED MATERIALS WER CLEANOUT P.V.C. SEWER LATERAL INTO EXISTING SEWER MAIN `\ (WATER) \ LIST OF ESTIMATED MATERIALS \\ \ \\ 1 -DOMESTIC WATER UNE SERVICE. INSTALL 2' BACKFLOW PREVENTER WITH FDC PER WATER PURVEYOR REQUIREMENTS. QUANTITY 1 EA. 12 L.F. 1 EA. ITEM QUANTITY 2" CL -150, C-900 P.V.C. MAIN 147 L.F. 2" BACKFLOW PREVENTER WITH 2" METER 1 EA. 2" GATE VALVE W/BOX 1 EA. 2" SINGLE SERVICE 24 L.F. TIE INTO EXISTING MAIN 1 EA. INSTALL 2" METER PER WATER PURVEYOR REQUIREMENTS INSTALL 2" GATE VALVE PER WATER NOTE: PURVEYOR REQUIREMENTS. FOR REFERENCE ONLY 1\ D � p 7: \ D �\ I/ I \ _ v \ b \ 0 5• 10' 20' ( IN FEET) \ Horz. 1 inch = 10 ft. D \ 5' WIDE PUBLIC. - UTILITY EASEMENT jI----�---- Opo000 r .� O \ - - nor -_�---- H STREET ;r, 24T REVIEWED AND APPROVED BY: s/ CALIFORNIA WATER SERVICE CO. /QFOF ESS/ON\ C' l V \ O LLJ Cl 64410 * Exp. 6-30-19 s� on- �Q 9TF � C WJ Z Ft w w Z Z w QO 0 0 p N 7 I 3: 3 w :2 N U r^ w(u 7J U 6 4 w� z Fi >- z wQ r m O y h L > mo p L, O W d m Q w� U z Li O � G7 � • c� w N CO CD 0 C LLI EL ? WJ Z Ft w w Z Z w SHEET DATE C8 OF: 9 QO 0 0 p N 7 Q� 3: 3 C) 7J U N fi Q >- o m r m m Wo � CO L > p L, Q W d m Q � U Q C Q SHEET DATE C8 OF: 9 Pavement Finish Grade gam ► Depth varies depending on the - street's Traffic Index (T.i.). See Backfill compacted to 959 Table B" below compaction in roadway are 7xdudng / *Street TABLE g" 3.0' beyvnd back of curb, Zone TRAFfIC INDEX DEPTH G11 but the outer 1.0' of th 3.0 - 5.0 1.2' median areas, and in al/ey5 % 5.5 - 6.5 1.5' the existing, accepted road 7.0 - 8.0 2.0' pr - 8.5 MORE 2.5' Backfli compacted to 909. relative .iv - s compaction in all other areasI 1.0' wider 2 0' or more . Backfill compacted to 9OX • OD �I relative compaction Backfill in pipe zone compacted = (ser none 7) to 9OX relative compaction. \ See Idle A / Upper limit of pipe zone shall be l.0' above Sar ° &able A tl material within the pipe �, (II t of a bell or the outside diameter op p� zone zone for conform to notes 1, 2 � � - of plain end pipe. and 3. ** \ :,..... f support bolt with hex nuts c 2.0' with epoxy glue. +# For public ufr7ities , construction/..... Hounching requirements as per the Public �� Utilities Commission General Orders Pipe or conduit 6.0" WS �s o Evonsfon materid �- Bedding Material for arra Flexible Pie as per 4. Testing of backfill materials shall be in accordance with the ASTM D 2321 tests listed in Section 6-3.01 of the State Standard Specifications, 2.0 = 50tnm (or ASTM D1557, Method C) for trench width greater than 1.0' NO TES: If trench width is less than 1.0, bockfrT! with 2 sack slurry. t Bockh7J for Rigid Pyre. 5. Compaction tests will be required and shall be the respons- Backfill materia/ within the pyre zone shall be free of lbr7ity of the Developer / Subdivider / Contractor. The number deleterious material and shall have a Sand Equivalent of not and location of the tests shall be determined by the City less than 20 and shall conform to the following grading. • Engineer. The tests mall be in accordance with the tests Sieve Size Percentage passing listed fn Section 6-3.01 of the State Standard Specifications; 3/4' 100 (or AS7N 91557, Method C ). No. 4 35-100 ` No. 30 20-100 6. Each layer of backfill material shall meet the compaction, Rios backfill material shall be placed in not to exceed one sand equivalent and gradation requirements before the next foot (1.0' loose) la)ers, simultaneously on each side of the layer is placed. pipe in such o manner as not to damage or disturb the pipe on a needs rgolacing Saataaxs of aI< e�oseai concrete rtes/ notate slope its alignment and grade. Each layer shall be thoroughly comp- 7. For pavement patches within paved areas, see standard acted by mechanical tamping. Backfill materia/ shall be drawing ST -12 in this design manual. properly compacted to springline prior to proceeding. 3. Wil/ thickness T=6.0* (015m) except when H>8' (24m), T=8I0' (O2n) 2. 8000 for flexible pipe. TABLE "A " Pipe and ftfings shall be installed n accordance with the current ASTM specification D-2321. Only Class I and N embedment materials within the pipe zone will be considered suitable. Wthin the pipe zone, water flooding and jetting shall not be used for backfill compaction for flexible pipe. The bedding and hounching shall be hand placed to the Spring line of the pipe and prhperly compacted. For sewer mains, Class 1 bedding is required for bedding and hounching. Core shall be token not to dislocate the pipe The remaining backfif in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' thickness Bockfll material shall be property cam acted to springine prior to proceeding The followfn9 shall apply for trench widths.- idths:PIPE PIPE WIDTH IN GREATEST TAMPING CLASS I BEDDING DIMENSION J OR SLURRY 1.0' or less 1.0' wider 4.0" wider IT, both sides both sides 1.0' up to 2.0' 1.0' wider 6.0" wider -� both sides both sides Z' 1.5' wider 1.0' wider 2 0' or more both sides both sides P FILENAME: ST-12REV J. Backfill material above the pyre zone shall be free DATE of deleterious material and lumps or stones exceeding STANDARD DRAWN 6/2/99 4.0' in greatest dimension and shall be placed in not JW to exceed one foot (1.0' loose) layers and each !oyer TRENCH BACKFILL CHECKED shall be thoroughly compacted by mechanical tamping. AND COMPACTION �� r M. SHAY CITY OF BAKERSFIELD STANDARD ST -12 J SCALE: N.T.S. I o 00 Vane t Adpstivg nuts to be 'r J5'(1. tm) 'r J N, tightened and staffed in place wben plate is in unless otherwise noted a�M proper positron. Reinforcing steel, IT, must be constructed where corings are made. The see plan view. R=0.25' (Ginn) U -~� -- Norm 4.5' Curb (o 110) gutter • � �- Roaa4ne H"M' f `I -� 2. Vitrified cloy pipe saddles shall be extra strength clay Alhambra laundry crab armor Z' Cement Joint /A-3911 with anchors or equd FRAME do UI Prote:tiom bo 4 COVER cementing. Do not use ookun. (ser none 7) o its entire depth. 05' (15mm) !Tia Sunup =1.5'(40mm) o 2 LL1 N Of not resting on pore shall be blocked up and sealed support bolt with hex nuts c 2.0' with epoxy glue. M R=30' (75mm) (0�) - R=30' av ,T, (75mm) WS �s o Evonsfon materid �- 2 /4 bars bent dawn arra or 2.0' &V ,mint between box and and knbedded 'unto airb - d will 1.0'(0,11") typ. PLAN 2.0 = 50tnm STEEL PLATE DETAIL Alhambra foundry golv. frame & 4.0; = 100mm 'Y" must not corer / A1530 with 2.75' (71knm) sewer main. stainless steel socket head set NOTES' screws (set opposite and finished Sidewalk slope See steel llush) or equal 20% plate detail L AN concrete shag be class A' and steal be within 2.5' (65mm) to 55' ` (a 14m) skimp. L 0" LYR 1 2. Slab to be parsed monofithic with &*w* where sk 0walk is requked o (?570) t5• qR a needs rgolacing Saataaxs of aI< e�oseai concrete rtes/ notate slope ( 7) fivish, color, and scaring of odpcemt concrete. No. 4 bar see note /4 N � 3. Wil/ thickness T=6.0* (015m) except when H>8' (24m), T=8I0' (O2n) m _ Rounded R=pjua or L>8 (24mJ,, T=90' (020 Catch basin writs studf be increased in Ihi b?m if against natural a n�, thrcArhess by 2.0' (50nm) milft" puffed ground we in fiw of outsde face farma 90e to outlet !rain al afxectrons 4. We# reinforcing not requied when N=8,0' (24m) or less and L=7.0' (2.1m) 0or lesss libels exceeding these limits shill be rekhfaeed with No. 4 bars o 6.0' (0.150) 15' of 1.5'(a4-%) O.0 both ways AX ref timing shad/ be No. 4 bas 1.5' , (0.46m) (40mm) deer of hs* face anfess otherme shown. • 5 AN exposed metal pats sh # be gdvanized ofter fabrication. 3.5' 1.10 6. SaWM bolts shaft be krsta%ed when length of opening exceeds 5.0' (1.-%) &*rode is I unless otherom noted and sha7 be spaced between 3.0' (09m) to 5.0' (1.5m) O.0 opticvhol with Vaioble contractor 7. Ifhe» axnb apenkhg exceeds 55° (0.140% a platin incurs sled protection ba 7.0' (0.187) Water stops f.0' (2500) in dw. Ad be »staled Ba she/ be Embedded 5.0' (1.50) on plastic of each end poen SECTJON A -A a Poe shill be as specified or as drected by the City Engineer. The angina ext on the pipe shat be mode cis directed by the City EnOw.. v 9. A# wok shag conb m to tree Cpplaable sections of the specifications 4 ° entitkol'Standard Spec/ficohans, State of Cdlfomiaa. Department of /4 Bar - Total of 4 rransportotan , approved currahf edition. ° a a. to' 60' (0.150) Typ. FILENAME: D-14REV DATE {.aRm) • STANDARD DRAINJCCU/99 • 4410,(6?. ")Or/. e CHECKED SHAW CATCH BASIN SCALE N.T.S. "A>, e TYPE SHEET No, REINFORCING AROUND PiPE APPROVED CRY OF BAKERSFIELD p-14 CAU OFHA atr EmowE£R PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD STANDARD D-14 SCALE: N.T.S. Standard curb & gutter 0 to 7 - compaction NO TES 1. Pavement shall be Type 3 asphalt concrete (A. C.) meeting the requirements of Section 39 of the State of California, Department of Transportation, Standard Spectticafions", approved current edition, unless otherwise required by the City Engineer. 2. Aggregate base shall be pass If ogregate base conforming to Section 26 of the State Standard Specifications 3. Structural sections for all streets shall be designed using traffic indexes it accordance with the provisions of Section 5.3.1.2 of the Subdivision and Engineering Design Manual. 4. Soil test data used in the design calculation shall be furnished by a soul testing laboratory repot to be signed and sealed by a licensed engineer. 5. Minimum A.0 thickness is to be 0.2' Type 3 Minimum Aggregate Base is to be 0.4' 6. A safety factor of 0.2 shall be applied in pavement calculations. Groding Plane �aa�no�'ooaaa�a� m�0 mn�I'. , 11 M__ IN o e compaction, 8. A compaction of 9OX shall be obtained for a mirninum of 6.0' below the Grading Plone. Dgvth 'T' shall be in conformance with the following table: Traffic Index ' T ' 30-5.0 1.1' 5.5-6.5 1.5' 70-8.0 20' 8.5 or more 2.5' 9. For Asphalt Paving Notes, see Standard Special Provisions located in the Subdividision Design Manual. CITY OF BAKERSFIELD STANDARD ST -13 SCALE: N.T.S. GRADING SECTION SCALE: N.T.S. LANDSCAPING C C5 TYPE "A' ASPHALT CONCRETE AGGREGATE BASE MATERIAL NATURAL GROUND COMPACTED TO 95% RELATIVE COMPACTION RAW5'-0'1 0- VARI 2'-10' ' I I _J wl FUTURE IMPROVEMENTS PERI ZO ' oI SEPARATE PLANS _E __ - Z O' ' U GRADING SECTION SCALE: N.T.S. B C5 FILENAME: ST-13REV1 CrNOTES. I o 00 1. For pipes 6.0' to 1.0' in diameter, a t licensed contractor who has the prover equipment and FUTURE IMPROVEMENTS PER J SEPARATE PLANS ZO I a�M a wye or tee. For pipes 18' or larger, a manhole t must be constructed where corings are made. The 3 U -~� -- to cores. -� 2. Vitrified cloy pipe saddles shall be extra strength clay X Z' Cement Joint O Gaps formed by uneven hole cut UI GRADING SECTION SCALE: N.T.S. LANDSCAPING C C5 TYPE "A' ASPHALT CONCRETE AGGREGATE BASE MATERIAL NATURAL GROUND COMPACTED TO 95% RELATIVE COMPACTION RAW5'-0'1 0- VARI 2'-10' ' I I _J wl FUTURE IMPROVEMENTS PERI ZO ' oI SEPARATE PLANS _E __ - Z O' ' U GRADING SECTION SCALE: N.T.S. B C5 FILENAME: ST-13REV1 CrNOTES. o o 00 1. For pipes 6.0' to 1.0' in diameter, a t licensed contractor who has the prover equipment and «h permits is considered an approved agent and may core r N into the city's lines or remove a section and construct a�M a wye or tee. For pipes 18' or larger, a manhole t must be constructed where corings are made. The 3 city inspector must observe the installation of saddles W to cores. S F 1 2. Vitrified cloy pipe saddles shall be extra strength clay X pave and shall conform to the regfaiements of the West Cement Joint Coast Standards of the clay pipe institute. Gaps formed by uneven hole cut 3 VCP sadafes may have either lugs or collas. into existing sewer main shall be plugged with paper before A The bell shall be true, circular and concentric with the cementing. Do not use ookun. bore of the pipe and shall be scared on the inside of o its entire depth. PLAN VIEW 5 Openings in existing sewer stealf be mode only longe LL1 enough to admit all of saddle fitting. Lugs or collas Of not resting on pore shall be blocked up and sealed o with epoxy glue. M 6 All installations shall be inspected by the Public Works - Department of the City of Bakersfield prior to backfill. av 7. For PVC and ABS pore, fittings shelf be injection molded aD and shall be installed in lire on new podinn cut -in M fittings are not permitted on new subdivisions or new - new main fines. - d 8. PIC or ABS saddles shall be rubber gasketed and )into shall be fastened by stainless steel bonds Max 'Y" must not sewer main. ELEVA TION CITY OF BAKERSFIELD STANDARD SW -7 SCALE: N.T.S. FILENAME: Sowcut do Finish 0.5' Rad. 2.0'x 2.0' Concrete Foundation 6.0' Riser Pipe Standard 1/8 Bend CLEANOUT SECTION NOTES: 1. Al! work shall conform to the applicable sections of the specifications entitled 'Standard Specifications, State of Colifonic, Business and Tronsportotion Agency, Department of Tronsportation', approved current edition. 2. Pipe material shall meet 1.4.2 3. All concrete shall be Class 'A" 4. Cleanout frame and cover shall conform to the City of Bakersfield standard SW -6. 5 Concrete shall have no additives unless prior written approval is obtained from the City Engineer. 6. Concrete shod be cured with a white pigmented curing compound per Sec. 90-7.018 of the standard specs 7. Top of sob shall be troweled smooth and given a fight broom finish. 8. 95X relative compaction is required per city std. ST -13. P.C.C. slob not to be poured until paving is in place - Sawcut ark Finish - .0.5" Rod. I i•: i t 2 0 .2.0' --i 1r Limits of 95X I compaction Limits of., I per Sr -13 compaction per ST -13 I I I i I I I I t i t t t t t I I t I I I COMPACTION DETAIL 9. Building paper or plastic shall be placed between the 0.5' concrete foundation and 4.5' slob. 10. Fill cavity between pipe and collar with gravel to within 0.5' of top of pipe. Caulk remaining 0.5' with approved mastic to top of pipe for water tight seal. 11. Collar shall be VCP, ABS, or PIC pipe. 12. Finished PCC slab to be 0.125' min and 0.25' max. below finished paving surface. FILENAME: SW-5REV CITY OF BAKERSFIELD STANDARD SW -5 SCALE: N.T.S. 86'-0" - - - 23'-0" TYPE "A" ASPHALT CONCRETE -i AGGREGATE BASE MATERIAL NATURAL GROUND COMPACTED TO 95% RELATIVE COMPACTION PER PLAN 0' 16'-0' QLAN VARIES PER PLAN 1 4'-0' RETAINING WALL PER SEPARATE PLANS H EXIST. BUILDING�� I 1' 5' 1 LANDSCAPE 4'-0" 1 VARIES PER PLAN I I H„,EXIST. CMU WALL H i _I HI -- a 1.5% _ 1 MAX. - - L - r� I I I- J F C5 D B C5 C5 City Records No. /Qc FESS/ONT. \ o z w 64410 o m * Exp. 6-30-19 s� CI VIS \� 9TF OF C o Z �'z Z a 0 ooJJ c�az� w�o� gNJQ Oa�� UZp� wW�� �WU o� o o 00 rn O d- O t•- «h Z r N W M a�M a» 0 O c� ^ < W Z < X z Q O LL_ ; m U Q° o D o ac ► cD co LL1 Z Of o U M • - z av W aD 7- - a- a - M 0 O «i = W - d > W W J d O Z W W z z W N o o 00 rn O d- O t•- z O ?� 3 a» 0 1 Q ; m CD w m w n CO - Of o o z X z M m a Q M U < C' f� U) o o 00 rn O d- O t•- Of O ?� 3 a» 1 Q ; m CD M m w n CO - o o z X z M m a Q M U < C' SHEET C9 OF- 9