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Home My WebLink About6.1-1839lrAalNl A EMU I� II I1�11II,I III I' II TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED 8)" APPROVED 8Y. l A, PUBLIC .. iR DIRECTOR, i" OF BAKERSFIELD FIDLER 61069 Nit-OLAS i3alM7lM3s Y1�•TiI� 0 i.lilh7l + 09MENIM 1 l CONCRETE MONUMENT WITH BRASS CAP IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF BRIMHALL AND WINDSONG, 3,968° WEST OF THE PROJECT ELEVATION = 376.53 CITY OF BAKERSFIELD DATUM mm oil. -. 11 jjlj� --FOUND CONC. MONUMENT WITH 3RASS t! CAP IN LAMPHOLE !-OR CENTERLINE BRIMHAI I AND WINDSONt I_. ...... . --- ------- . __. ------ .._ ...... ... BRIMH ALL ROAD 3968.24° N85'T6"4T"W (BASID-O °�'Bi"i�Tdi g 3D d a) LL CLS I 4 ROSEDALE'. HIGH WAY �. O.. } i W i+ j'MATERIALS LIST. I T L C O � HALL ROAD ----- BUCCANEER -7 '-----._BAY STREET_ " °e PROJECT aOCATION F -F-1 kN WESTSlOE PARKWA 1 AVE. 0 4 t _ r flff C) J _ I LZ 1 STOCKDALE HIGHWAY O cJ I` PURPOSES ONLY, AND SHALL NOT BE USED cW I' BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR MAKING lrAalNl A EMU I� II I1�11II,I III I' II TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED 8)" APPROVED 8Y. l A, PUBLIC .. iR DIRECTOR, i" OF BAKERSFIELD FIDLER 61069 Nit-OLAS i3alM7lM3s Y1�•TiI� 0 i.lilh7l + 09MENIM 1 l CONCRETE MONUMENT WITH BRASS CAP IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF BRIMHALL AND WINDSONG, 3,968° WEST OF THE PROJECT ELEVATION = 376.53 CITY OF BAKERSFIELD DATUM mm oil. -. 11 jjlj� --FOUND CONC. MONUMENT WITH 3RASS t! CAP IN LAMPHOLE !-OR CENTERLINE BRIMHAI I AND WINDSONt I_. ...... . --- ------- . __. ------ .._ ...... ... BRIMH ALL ROAD 3968.24° N85'T6"4T"W (BASID-O °�'Bi"i�Tdi g 3D d a) LL CLS I CL -5 O.. } a w j'MATERIALS LIST. I T cf7 O O � V I c� ti Y v w x L ¢ r, 0 � ca Ld THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES ONLY, AND SHALL NOT BE USED cW i BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR MAKING d i < awn'_ IQ STREET IMPROVEMENTS ✓OR J' w e CENTERLINE LENGTH CS NJo. < CA C4 i z o 2 T" C3 'c) 6" CURB AND GUTTER 325 LF 4" THICK SIDEWALK 1,584 SF f m SAWCUT 37 LF i T q � (a I M �2 .: I w In c7 0 Y n: SOUTHWEST CORNER LOT 6 CF P.M.W. NO. 17-0065, PER DOC #21709642, O.R. n, S ,�T T I j, ImIlliff-rimliflaM-1 '�a(,F 08E YnUr� 4 OP ,G P~ c� SER'�t - FOUND CONC. DON'T WITH BRASS j CAP IN LAMPHOI-E FOR 'v E. COR SEC. 32 T25S., R 27E M,D M SHEET No. INDEX i COVER SHEET & PLAN SHEET INDEX 2 GENERAL NOTES & SPECIFICATIONS 3 DETAILS & TYPICAL SECTIONS 4 BUCCANEER BAY STREET ;-E II r; � iI tm✓ j'MATERIALS LIST. 1 cf7 O O � V I c� ti Y v w x L ¢ r, 0 � ca 0 THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES ONLY, AND SHALL NOT BE USED cW BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR MAKING d HIS OWN ESTIMATE OF QUANTITIES FOR PROJECT �o STREET IMPROVEMENTS n, S ,�T T I j, ImIlliff-rimliflaM-1 '�a(,F 08E YnUr� 4 OP ,G P~ c� SER'�t - FOUND CONC. DON'T WITH BRASS j CAP IN LAMPHOI-E FOR 'v E. COR SEC. 32 T25S., R 27E M,D M SHEET No. INDEX i COVER SHEET & PLAN SHEET INDEX 2 GENERAL NOTES & SPECIFICATIONS 3 DETAILS & TYPICAL SECTIONS 4 BUCCANEER BAY STREET ;-E II r; � iI tm✓ j'MATERIALS LIST. 1 v L± ti Y v w x L ¢ r, 0 � ca THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR PROJECT BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR MAKING - HIS OWN ESTIMATE OF QUANTITIES FOR PROJECT BIDDING. STREET IMPROVEMENTS CENTERLINE LENGTH 316 LF A.C. PAVEMENT - 0.30' 120 TONS i - AGGREGATE BASE - 0.40' 79 CY 6" CURB AND GUTTER 325 LF 4" THICK SIDEWALK 1,584 SF SAWCUT 37 LF rn I r; � 1 v L± ti Y v w x L ¢ r, 0 � ca .JOB No.: 15-658 DWG NO SI -Buccaneer DATE: 1/17/2019 DRA6VN BY: ADA?KJ4N CHECKED BY: MKV SHEET OF 4 SHEETS i i .JOB No.: 15-658 DWG NO SI -Buccaneer DATE: 1/17/2019 DRA6VN BY: ADA?KJ4N CHECKED BY: MKV SHEET OF 4 SHEETS GENERAL NOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR WORK TO BE DONE WITHIN THE CALTRANS STREET RIGHT-OF-WAY. CONTRACTOR SHALL PROVIDE ALL INSURANCE, BONDING, AND SECURITY REQUIRED BY THE PERMIT. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER SOILS REPORT PREPARED BY KRAZAN & ASSOCIATES, INC., PROJECT No. 022-16073, DATED JULY 14, 2016. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY CITY ENGINEER. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT QUI EMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. B. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT OR DOES NOT MEET CURRENT CITY OF BAKERSFIELD STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE INSPECTOR OF RECORD. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -27. 13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. LAY//PINNACLE ENGINEERING 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 LAV//PINNACLE ENGINEERING. 15. SEE UTILITY AND ARCHITECT'S IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 19. 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 -DWG 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, CONIINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378397 HAS BEEN ISSUED BY THE STATE. WATER RESOURCES BOARD FOR THIS PROJECT. 20. 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 THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 21. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.. 22. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 24. NOTE FOR 95% COMPACTION FULL PAVEMENT. SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. 25. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL. 26. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 27, LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 28. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE WHERE THEY ARE SHOWN HEREIN. 29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEYOND 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. 30, 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. GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX J OF CALIFORNIA BUILDING CODE (CURRENT EDITION) AND STANDARDS PERTAINING THERETO. 2. THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, DATED SEPTEMBER 28, 2016 SHALL BE CONSIDERED A PART OF THESE PLANS, AND ALL PROVISIONS THEREIN SHALL BE ADHERED TO. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS, SPECIFICATIONS, SOILS REPORT AND AGENCY STANDARDS THE MORE RESTRICTIVE SPECIFICATION SHALL L APPLY. 3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 6. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 7. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, T OJ CT, I S THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 8. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX J OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 9. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. UNDERGROUND ALERT (800) 227-2600 PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 11. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURNG THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 12. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 13. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD 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. 14. 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. 15. INTENTIONALLY LEFT BLANK. 16. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 17. ANY EXISTING IMPROVEMENT OR U1ILITY REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTOR'S EXPENSE. 18. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 19. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 20. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 21. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 22. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 23. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 20%. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT .THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 24. 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 EARTHWORK CALCULATIONS. 25. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. 28. THE CONTRACTOR SHALL COORDINATE WITH THE SUBDIVIDER AND THE ENGINEER THE LOCATION OF THE BORROW AREAS (IF REQUIRED) PRIOR TO BEGINNING CONSTRUCTION. 29. SEE ARCHITECT'S DETAIL SHEET FOR DETAILS NOT SHOWN ON THIS SHEET. ALSO SEE ARCHITECT'S SITE PLAN FOR DIMENSIONS NOT SHOWN ON THIS PLAN. 30. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 31. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. GRADING NOTES (CONT'D): 32. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. 33. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. 34. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) 35. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 36. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE ORDINANCES. 37. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 38. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION, GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12") BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 39. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY PERCENT (907) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5') BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT BELOW EXISTING GROUND ELEVATION. RECOMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST NINETY PERCENT (90%) OF MAXIMUM DRY DENSITY. 40. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6". 41. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 42. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. 43. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. 44. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY LAV//PINNACLE ENGINEERING. 45. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE: 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 SECIION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE 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. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL 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 CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 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 IN 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 THAT 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 367. 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 MIXTURE AS DETERMINED BY ASTM D-2041. 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 CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUB -GRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. 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. ASPHALT CONCRETE PAVING NOTES CONT.: 9. PAVING SEEMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 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. 12. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 13. 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, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. 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 SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 14. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT.THE CORRECTIVE WORK SHALL BEAT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER; A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND 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 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20, PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING; A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. iFgq Y RECORDS NO. lz z • P" �, N . .., U 00 � y n O � �k A � Z CQ ky �u z Q w i••� < �y 7 00 a, 00 � x^ ^C z G w00 x z N Q z w � o W � � C M ca k c; M e w 5 d 3 w z o z JOB No.: 15-658 DWG NO.: St -Buccaneer DATE: 1/17/2019 DRAWN BY: ADA/KMN CHECKED BY: MKV SHEET ^ OF 4 SHEETS PORTLAND CEMENT CONCRETE. CURBS & SIDEWALK: 1.NGS ERAL 1.1: PORTLAND CEMENT CONCRETE FOR CURBS, GUTTERS, SIDEWALK, AND OTHER "FLATWORK" SHALL CONFORM TO THE PROVISIONS OF SECTION 40 AND 90 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, . EXCEPT AS OTHERWISE MODIFIED BY THESE PLANS, SPECIFICATIONS, OR CONTRACT DOCUMENTS. 1.2: SEE ARCHITECT'S PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR CONCRETE FOR FOUNDATIONS. 2. CONCRETE 2.1 CLASS A: CLASS A CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF 564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS, 2.2 CLASS B: CLASS B CONCRETE* SHALL A MINIMUM PORTLAND CEMENT CONTENT OF 500 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. 2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF 376 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI IN 28 DAYS. 3. REINFORCING WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND INSTALLED. 4. CONCRETE IMPROVEMENTS 4.1: PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRIVEWAY APPROACHES, AND ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR TRAFFIC. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90, "PORTLAND CEMENT CONCRETE", OF THE STATE SPECIFICATIONS. 4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROVISIONS OF SECTION 73, "CONCRETE CURBS AND SIDEWALKS", OF THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WITHIN TEN FEET OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH, UNLESS APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EITHER (A) 14—INCH TO �/h—INCH PREMOLDED EXPANSION JOINT FILLER PER SECTION 51-1.12 OF THE STATE SPECIFICATIONS, OR (B) 2—INCH DEEP SCORED JOINT (WEAKENED PLANE, EXTRUSION MACHINE ONLY). 4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-309, SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR OF CONCRETE FINISHING. 4.4: EXCAVATION, GRADING AND BACKFILLING BEHIND THE CURB RETURNS, INCLUDING GRADING OF PARKWAY, SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR EARTHWORK. ANY EXCAVATED MATERIAL NOT NEEDED FOR GRADING OR BACKFILL, IN THE OPINION OF THE CITY, SHALL BE REMOVED FROM THE SITE OF WORK AND DISPOSED OF AT THE EXPENSE OF THE OWNER. 4.5: THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF THE MIX PROPOSED FOR USE. SAID MIX DESIGN SHALL SET FORTH WEIGHTS OF CEMENT, SAND, COARSE AGGREGATE AND WATER TO. BE USED TOGETHER 1MTH A GRADING ANALYSIS OF SAND AND COARSE AGGREGATE. THE SOURCE OF SUPPLY OF MATERIALS ENTERING INTO THE MIX SHALL ALSO BE GIVEN. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING ANY CONCRETE. 4.6: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INSTALL REBAR. DOWELLS WHEN NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION u EXIST. BUILDING ST -1 STANDARD CURB & GUTTER TYPES "A", "B" & "C" ® ST -17 � � ST -2 STANDARD MEDIAN CURBS TYPE "M", "M-1" & "M-2" ❑ ST -18 A ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ❑ ST -19 ST -4 STANDARD COMMERCIAL/MULTI—FAMILY DRIVE APPROACH — TYPE "B" ❑ ST -20 ST -5 STANDARD COMBINATION SIDEWALK ❑ ST -21 ST -6 STANDARD RESIDENTIAL DRIVE APPROACH ❑ ST -22 ST -7 STANDARD SINGLE FAMILY RESIDENTIAL DRIVE APPROACH — TYPE "A" ❑ ST -23 ST -8 STANDARD GATED ENTRY FOR PRIVATE STREETS ❑ ST -24 ST -9 STANDARD RESIDENTIAL CROSS GUTTERS ❑ ST -25 ST -10 STANDARD CURB RAMP DETAILS ❑ ST -26 ST -11 STANDARD PAVEMENT PATCHES ❑ ST -27 ST -12 STANDARD TRENCH BACKFILL & COMPACTION REQUIREMENTS ❑ ST -28 ST -13 STANDARD STRUCTURAL PAVEMENT SECTION ❑ ST -29 ST -14 STANDARD LOCAL STREET CROSS SECTIONS ❑ ST -30 ST -15 STANDARD LOCAL STREET CROSS SECTIONS NEO—TRADITIONAL ❑ ST -31 NEIGHBORHOOD DESIGN ❑ ST -32 ST -16 STANDARD PRIVATE LOCAL STREET CROSS SECTIONS R/W PA 30' a BW FL 14.5'f I1 -L 6.125' 20' 120' 1 CONSTRUCT 5.5' WIDE—A COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -5 ---- — V EX. PLANTER N.T.S. CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 STANDARD MAJOR STREET CROSS SECTIONS STANDARD ALLEY CROSS SECTION STANDARD SECONDARY & EMERGENCY ACCESS STANDARD SYMMETRICAL AND OFFSET CUL—DE—SACS STANDARD STREET KNUCKLE STANDARD SURVEY MONUMENT STANDARD STREET LIGHT MAST ARM TYPE STANDARD STREET LIGHT BASE PLATE & LOCATION DETAILS STANDARD STREET LIGHT PULL BOX DETAILS STANDARD POLE NUMBERING STANDARD MINIMUM REFUSE CONTAINER PAD STANDARD GATE DETAILS FOR REFUSE CONTAINER STANDARD ACCESSIBLE TRASH ENCLOSURES STANDARD COMPACTOR ROLL OFF SPECIFICATIONS STANDARD COMPACTOR ROLL OFF SPECIFICATIONS STANDARD HOUSE NUMBERS FOR CURVES CURB VARIES – 5'-1" TO 10'-1" (SEE APPROVED GRADING PLANS – HOME 2 SUITES, PERMIT NO. 16-40000070, FOR PM NO. 9630) FUTURE HOTEL IMPROVEMENTS – SEE SEPARATE ON–SITE IMPROVEMENT PLANS 95% COMPACTION LIMITS/ L 0.30' A.C. OVER 0.40' A.B. OVER 1.0' NATIVE, ALL COMPACTED TO 95% RELATIVE DENSITY PER ASTM D-1557. — BUCCANEER BAY ACCESS ROAD 4" PORTLAND — CEMENT CONCRETE N.T.S. NOTE: OBTAIN 90% RELATIVE COMPACTION FOR A DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557 — C.O.B. STD. ST -5 24" oN n� N TYPE "B" CURB & GUTTER — C.O.B. STD. ST -1 N.T.S. NOTE: OBTAIN 90% RELATIVE COMPACTION FOR A DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557 CITY RECORDS N0. IZ z • P.4 } N y > m 0` 7 U 00 CJ 00 z m Q Q ,-a 00 a �o a` • � a�D y Z r 0 w 00 -a u N w � o w � � El A w M M a U a 0 9 w zo � a JOB No.: 15-658 DWG NO.: St -Buccaneer DATE: 1/17/2019 DRAWN BY: ADA/KMN CHECKED BY: MKV SHEET J{ ^ OF a"4SHEETS PROPOSED ASPHALT CONCRETE PAVEMENT AC ASPHALT CONCRETE PAVEMENT BCR BEGIN CURVE RETURN EXISTING ASPHALT CCNCRETE PAVEMENT BM BENCHMARK BW BACK OF SIDEWALK — - - STREET RIGHT-OF-WAY COB CITY OF BAKERSFIELD DW DRIVEWAY - STREET CENTERLINE ECR END CURVE RETURN EXISTING EDGE OF PAVEMENT EG EDGE OF GUTTER EP EDGE OF PAVEMENT v; EXISTING WATER UNE EX EXISTING w PROPOSED WATER LINE FL FLOWLINE EXISTING "TORO" SHOD" WI IH GB GRADE FREAK 2t, SURVEYOR'S DESCRIPTION GRD GROUND i LF LINEAR FLET CONSTRUCTION NOTE LP LIP OF GUTTER A DETAIL LT LEFT 3 SHEET NUMBER PL PROPERTY LINE RW RIGHT-OF-WAY TO TOP OF CURB mw,� 0 d zo c;;w o'u m I h O + U P A R C IF IL 115 a m FX. BUILDING P.M. NO. 118,16 d dl A r.N BK. -,,8 PG. 4 ?! 14+00 ---_ --_ --_ - h RADIUS TANGENT w o'I�cw.� 0 �w — ®Lo n _-- C 382 ' OOH v 386 - I I 14+00 PARCEL 14 FX. Butt -DING P.M. NO. 118416 P.M. BK 581 PG. n. f CONSTRUOTION NOTES SAWCUT AND JOIN EXISTING PAVEMENT WHERE SHOWN. PATCH IN ACCORDANCE WITH CITY STANDARDS, SAWCUT AND JOIN EXISTING CURB, GUTTER AND SIDEWALK. RECONSTRUCT APPROXIMATELY 13'f OF CURB AND GUTTER TO PROVIDE POSITIVE FLOW. CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER COB STD. DWG. ST -1. ® CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER COB STD. DWG. ST -5. CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTICN PER DETAIL3 AND TO THE LINES AND GRADES INDICATED ON THE PLANS. CONTRACTOR SHALL RAISE AND/OR ADJUST TO FINISH SURFACE GRADE ALL EXISTING UTILITY BOXES, VALVES, MANHOLES, COVERS, ETC. PER CITY AND UTILITY COMPANY STANDRADS. CURVE TABLE ---_ --_ --_ - h RADIUS TANGENT w o'I�cw.� 0 �w — ®Lo n _-- C 382 ' OOH v 386 n o m mStE � zv I a —-- -- — m 00 z 384 +Imp n 386 4 — --j mJ� _ w ; WEST FLOWLINE PROFILE P.M. BK. 58, PC. 4 V V w z G 1"= 2' _ — 0 - N I min BID PARCEL 14 FX. Butt -DING P.M. NO. 118416 P.M. BK 581 PG. n. f CONSTRUOTION NOTES SAWCUT AND JOIN EXISTING PAVEMENT WHERE SHOWN. PATCH IN ACCORDANCE WITH CITY STANDARDS, SAWCUT AND JOIN EXISTING CURB, GUTTER AND SIDEWALK. RECONSTRUCT APPROXIMATELY 13'f OF CURB AND GUTTER TO PROVIDE POSITIVE FLOW. CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER COB STD. DWG. ST -1. ® CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER COB STD. DWG. ST -5. CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTICN PER DETAIL3 AND TO THE LINES AND GRADES INDICATED ON THE PLANS. CONTRACTOR SHALL RAISE AND/OR ADJUST TO FINISH SURFACE GRADE ALL EXISTING UTILITY BOXES, VALVES, MANHOLES, COVERS, ETC. PER CITY AND UTILITY COMPANY STANDRADS. CURVE TABLE ---_ --_ --_ - h RADIUS TANGENT w o'I�cw.� 0 �w — ®Lo n _-- C 382 410`5 OOH 386 LCT 3 - P M ;N NO. 17 OOHY COC ,x,121SO 70964 `^i+s' O� s r 26 rM.,.OL Vr'4TFR I -.INF ;; .a _AScb1ENl N FAVOR OF THE - _" " Cl Y OF BAKERSFIFLD PER ' II DOC. #2 9064860, C.R. „ 9 ........... vOT 1 - � P.M.4b 'O. 17-0065 DOC. #21'096424, O R. � £ I BUCCANEER BAY STREET, �. �... .-.\ \ l ^�. � i ............................ dill CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CLASS II AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.I. = 6.0 R -VALUE = 56 EX. DRIV WAY' h- W N J R -f i -H SCALE: i — 20' o m a 388 ---_ --_ --_ - h __ _ -..... _ _--._ w o'I�cw.� 0 �w — ®Lo n _-- C 382 410`5 OOH 386 n o m mStE � zv n15 m 00 z 384 +Imp n 386 w PARCEL 15 r mJ� w P.M. NO. 11,846 WEST FLOWLINE PROFILE P.M. BK. 58, PC. 4 V V w z G 1"= 2' LCT 3 - P M ;N NO. 17 OOHY COC ,x,121SO 70964 `^i+s' O� s r 26 rM.,.OL Vr'4TFR I -.INF ;; .a _AScb1ENl N FAVOR OF THE - _" " Cl Y OF BAKERSFIFLD PER ' II DOC. #2 9064860, C.R. „ 9 ........... vOT 1 - � P.M.4b 'O. 17-0065 DOC. #21'096424, O R. � £ I BUCCANEER BAY STREET, �. �... .-.\ \ l ^�. � i ............................ dill CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CLASS II AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.I. = 6.0 R -VALUE = 56 EX. DRIV WAY' h- W N J R -f i -H SCALE: i — 20' o m a 388 ---_ --_ --_ - h __ _ -..... _ _--._ WNw v 382 — — — — — — — ®Lo II zz Aw _-- C 382 wmQ 386 n o m z w W If43 384 z�G n 386 0 mJ� 17+Q0 18+00 18+54 +00 WEST FLOWLINE PROFILE HORIZONTAL SCALE: V V w z G 1"= 2' 0 N I min BID m m EX_ GROUND P?OFIL..E W 36.93' @ 20' WEST OF C/ L �� 384 Cid � .... .... ...... ....... ............. .. - • . ............... ON CURVE - - - EX. GROUND PROFILE @ C/L. n of .....................388 ---_ --_ --_ - nowt __ _ -..... _ _--._ -._ _-_ ._ - -__ /--_ EX. E.P. PROFILE 382 — — — — — — — .- -_ — — — — -0.20% II zz Aw _-- C 382 wmQ 386 n o m z w W 384 _. ---_ ----. — --`0.47%_._ ---_ --_ --_ - - .-t. ---_ ---- -- __ _ -..... _ _--._ -._ _-_ ._ - -__ /--_ EX. E.P. PROFILE 382 — — — — — — — .- -_ — — — — -0.20% _. - -- -- ___ - - _-- C 382 'E X. FLOW LIINE PROFILE 384 . . 0 15+00 16+00 17+Q0 18+00 18+54 +00 WEST FLOWLINE PROFILE HORIZONTAL SCALE: 1"= 20' VERTICAL SCALE: 1"= 2' b, ! (:?,3 CITY RECORDS NO. JOB No.: 15-658 DWG NO.. St Bucwneer DATE: 1/17/2019 DRAWN BY: ADA/KR1N CHECKED BY: MEAT ': SHEET i OF 4 SHELFS DO f W N n/ W BID W Cid � JOB No.: 15-658 DWG NO.. St Bucwneer DATE: 1/17/2019 DRAWN BY: ADA/KR1N CHECKED BY: MEAT ': SHEET i OF 4 SHELFS