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HomeMy WebLinkAbout6.1-1782 Record DrawingREVIEWED BY.• 10/101!7 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY.- talZWZaC7 4 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY.- � t PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NFIDLER R.C.E 61069 (EXPIRES 12/31/2018) tCOhAS SI TE STATISTICS: 1. APN: 170-150-16 2. PARCEL SIZE: 6.00 ACRES 3. ZONING: M-1 LIGHT MANUFACTURING ZONE 4. FLOOD ZONE: "X" (PANEL 06029C2 25E, DATED 9/26/2008). PROJECT AREA DETERMINED TO BE LESS THAN THE 0.2% ANNUAL CHANCE OF FLOODING 5. SEWER: CITY OF BAKERSFIELD 6. WATER: WITHIN CALIFORNIA WATERERVICE AREA BOUNDARY 7. DRAINAGE: IN CONFORMANCE WITH HE CITY OF BAKERSFIELD STANDARDS BENCHMARK USED: NATIONAL GEODETIC SURVEY (NGS) ME CH MARK (BM) DESIGNATED "V 364" ; P ELEVATION = 378.16 NAVD 1988 ORTHO HEIGHT BASIS OF BEARINGS: THE BEARING OF NORTH 00'05'59"E SHOWN FOR THE CENTERLINE OF MADISON STREET PER PARCEL MAP No. 10235 RECORDED DECEMBER 21, 2001, IN PARCEL MAP BOOK 52, AT PAGE 39 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE STREET IMPROVEMENT PLANS B,I���kKERSFIELD INDUSTRIAL 1 2921 MADISON STREET C.U.P. 16-oo65 BAKERSFIELD, CALIFORNIA SHEET No. INDEX (DCOVER SHEET &PLAN SHEET INDEX 2O GENERAL NOTES &SPECIFICATIONS O3 GENERAL NOTES &SPECIFICATIONS O4 DETAILS do TYPICAL SECTIONS O5 MADISON STREET PLAN &PROFILE O6 MADISON STREET STRIPING & SIGNING PLAN MATERIALS LIST: 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. , MADISON STREET IMPROVEMENTS � W Q 747ST -e!� 10/>7/20f7 DR4WNBY LOCAL COLLECTOR 399 L.F. A.C. PAVEMENT — 0.30'/0.40' 335 TONS BRADSHAW ST. 220 CY EXCAVATION 1,800 CY 6" CURB AND GUTTER 399 L.F. MELWOOD ST. 2,238 S.F. 6" THICK DRIVEWAY APPROACH 435 WILSON RD. WATTS DRIVE 412 L.F. STREET LIGHT (22,000 LUMEN) 1 EA. SURVEY MONUMENTS 2 EA. ~ N 1 CASINO ST. 18" CLASS V RCP/RGJ STORM DRAIN 70 L.F. TRAFFIC CONTROL SIGNS/ 2 EA. O W Q E-, CASA GRANDE N pC N 0 ST. d HACIENDA DR. o PROJECTW SITE zz 3 � J 0 (n F_o O D 0 0 a f} PLANZ RD. FIILSON ST. ui a uj = Q N Q N w z N � CARVER ST. w Q _j w w u 0 w p ST. Q _ ui LEWIS Z V) Q BROOK ST. VICINITY MAP NO SCALE STREET IMPROVEMENT PLANS B,I���kKERSFIELD INDUSTRIAL 1 2921 MADISON STREET C.U.P. 16-oo65 BAKERSFIELD, CALIFORNIA SHEET No. INDEX (DCOVER SHEET &PLAN SHEET INDEX 2O GENERAL NOTES &SPECIFICATIONS O3 GENERAL NOTES &SPECIFICATIONS O4 DETAILS do TYPICAL SECTIONS O5 MADISON STREET PLAN &PROFILE O6 MADISON STREET STRIPING & SIGNING PLAN MATERIALS LIST: 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. , MADISON STREET IMPROVEMENTS � W Q 747ST -e!� 10/>7/20f7 DR4WNBY LOCAL COLLECTOR 399 L.F. A.C. PAVEMENT — 0.30'/0.40' 335 TONS AGGREGATE BASE 220 CY EXCAVATION 1,800 CY 6" CURB AND GUTTER 399 L.F. 4" THICK SIDEWALK 2,238 S.F. 6" THICK DRIVEWAY APPROACH 435 S.F. SAWCUT 412 L.F. STREET LIGHT (22,000 LUMEN) 1 EA. SURVEY MONUMENTS 2 EA. TYPE "A" CATCH BASIN 1 EA. 18" CLASS V RCP/RGJ STORM DRAIN 70 L.F. TRAFFIC CONTROL SIGNS/ 2 EA. s OBJECT MARKERS LIMITS OF IMPROVEMENTS STREET IMPROVEMENT PLAN STATIONING NOTE: STREET STATIONING FOR THIS IMPROVEMENT PLAN IS THE CENTERLINE INTERSECTION MONUMENT AT WATTS DRIVE AND MADISON STREET - STATION 11+59.64 AND THE INTERSECTION OF THE SOUTH BOUNDARY- PROPERTY LINE AND THE CENTERLINE OF MADISON STREET - STATION 1+00.00 U II I I 1 .I EX. CL MONUMENT STATION 11+59.64 CL WATTS DRIVE T- ____T IF - IW I I I Iw U) Iz I I0 I� I EXISTING I I I I — —► Iv RESIDENTIAL I I I I ___ - - "1.4:'4 �' ✓ %;iii%� ki`: i�vi yo-�iF EE PROP. CL MONUMENT STATION 1+00.00 I I I I II I DESIGNATED REMAINDER II I P.M. No. 10235 II fel I P.M. BK. 52, PG. 39 II II I II II I I► II I II II I I I II I I I II I II I I I I CL EAST PLANZ ROAD KEY MAP SCALE: 1" = 100' CALL 1-800-227-2600 OR CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION EXISTING RESIDENTIAL U p Q = U m Q ZV) Wij- pO In aW z _j w Z (r a- z 0 Ix 00Q0(nUw wOQw(n5z 2 o:OwOZ LLJ }WFW-}.Zcnw p r wmULd U Z' 0< LLJ ppOa-aw = LLJ Ir >-�~w (or wN U Oa-5=WF- LLJ � J Q p~ 0 p Q W U W 3:b5 F- Z p= N m m O>-pw0np (J) UFQ-OJNv W tiON~O_pQ U F' w > w -� NmZw 0 W 0 LLi ZF- F-Z:: 0"A, wQF-6�w6zw LV) F- W o H J p W O cnIZZQ�j��o N N � O p� p wwOw223a wF-F.-Q&w68 Z_ Um- CEJ w 00<<O : QROF ESS/ON 4,01 K V 0Vl�E`yG' of -RCE 43130 � * Exp. 3-31-18 9T CIVIL FOFF' CA��F Ile K vtprlul ��5ttvv�� r tn1� IICIE 4311x01!.37 'tIrl .1,41 . Z� KEY MAP LEGEND ® SHEET INDEX NUMBER DIRECTION OF DRAINAGE -Ca)- PROPOSED 22,000 LUMEN STREET LIGHT WITH NUMBER O PROPOSED CONCRETE MONUMENT WDID No.: 5F15C378390 I—( I-1 �1�? CITY RECORDS N0. ✓OB&.: � W Q 747ST -e!� 10/>7/20f7 DR4WNBY TCB CHEC!(EDBY Z SHEET I L_ OF 6 a�wO w W c! a �FZ�1 Z V C/) " O .. Q �awQw W E-, P N pC N O t f} ✓OB&.: 16--747 V-4 747ST -e!� 10/>7/20f7 DR4WNBY TCB CHEC!(EDBY Z SHEET I L_ OF 6 a�wO w W c! a �FZ�1 Z V C/) " O .. Q �awQw E-, P N pC N ✓OB&.: 16--747 DWGNO. 747ST DA TF 10/>7/20f7 DR4WNBY TCB CHEC!(EDBY MKV SHEET I L_ OF 6 SHEETS ■ Q I� I GENERAL NOTES: GRADINGROTES: W GRADING NOTES (CONT'D)_ 10/17/2017 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL �2. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND' A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE CONFORM WITH APPENDIX J OF CALIFORNIA BUILDING CODE (CURRENT EDITION) AND COMPACTED IIN ACCORDANCE WITH THE SOILS REPORT. DONE IN THE CITY STREET RIGHT-OF-WAY. STANDARDS PERTAINING THERETO. v _ 3. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING O 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND 2. THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, DATED OCTOBER 6, 2016 OFFICIAL. WLwO COMPACTED PER SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, DATED SHALL BE CONSIDERED A PART OF THESE PLANS, AND ALL PROVISIONS THEREIN SHALL SEPTEMBER 28, 2016. BE ADHERED TO. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS, SPECIFICATIONS, 34. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY SOILS REPORT, AND AGENCY STANDARDS, THE MORE RESTRICTIVE SPECIFICATION SHALL THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE: PREPARATION CITY ENGINEER. APPLY. BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL WITHIN 0.1 FOOT OF SUBGRAD£. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN5. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. BE PERMITTED. 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 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 6. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. A PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE PERFORMED IN THE CITY RIGHT-OF-WAY. ORDINANCES. 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 6. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL 7. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT ANY FURTHER WORK. SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD THE AREA. STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. 7. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS 8, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION, THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION PRIOR TO ANY FURTHER WORK. SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12") INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049. 8. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED. COMPACTION IN WITH APPENDIX J OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (9590) 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, THAT ARE REMOVED, DAMAGED, OR UNDERCUT OR DOES NOT MEET CURRENT CITY OF 'COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE BAKERSFIELD STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE i EDGES OF PAVEMENTS. INSPECTOR OF RECORD. 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 9• ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE COMPACTED TO NINETY PERCENT (9090) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET APPROXIMATE AY ONLY. 1 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (5') BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES A.' WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT BELOW EXISTING GROUND ELEVATION. RECOMPACTION OF OVER -EXCAVATED MATERIAL WHICH MIGHT E OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND THE SURFACES FROM BECOMING DRY ENOUGH T0' PERMIT DUST FORMATION. SHALL BE TO AT LEAST NINETY PERCENT (9070) OF MAXIMUM DRY DENSITY. PROTECT ANY ND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL �0. CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 AT LEAST TWO WORKING B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. SHALL BE KEPT FREE OF DIRT. FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6". O\ko ESS/O* 10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND 10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF 41. FILL AREAS SLOPING STEEPER THAN 5.1 SHALL BE KEYED AND BENCHED TO SUPPORT O K. q SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS HE ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. UNDERGROUND FILL. SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, ALERT (800) 227-2600 PRIOR TO ANY CONSTRUCTION OR EXCAVATION. �", m PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 42. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED RCE 43130 11. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. * Exp. 3-31-18 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE �9 DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE 43. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED CIVIL HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING PLAN AND APPLICABLE CODE REQUIREMENTS. BY C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM TF \F O FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. SOILS ENGINEER. OF C P, 12. EXISTING UNDERGROUND LINES HAVE BEEN- SHOWN ON THIS PLAN ACCORDING TO 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE, AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR 44. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -27. OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF BE RESPONSIBLE FOR, OR LIABLE FOR, .UNAUTHORIZED CHANGES TO OR USES OF THESE ALL UTILITIES PRIOR TO CONSTRUCTION. PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY PINNACLE 13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER ' CIVIL ENGINEERING, INC. AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE 13. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE THE RESPONSIBILITY OF SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE 45. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL THE CONTRACTOR. REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT 14. LAV/PINNACLE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR PROJECT BOUNDARY. HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE MUST BE APPROVED IN WRITING BY PINNACLE CIVIL ENGINEERING, INC. 14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING. 15. SEE UTILITY AND ARCHITECT'S IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL PART OF THIS PROJECT. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE PORTLAND PORTLAND _ CEMENT CONCRETE. CURBS & SI_DEWALK: CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 1. GENERAL 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 1.1: PORTLAND CEMENT CONCRETE FOR CURBS, GUTTERS, SIDEWALK, AND OTHER OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE "FLATWORK" SHALL CONFORM TO THE PROVISIONS OF SECTION 40 AND 90 OF THE STATE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. OF CALIFORNIA STANDARD SPECIFICATIONS, EXCEPT AS OTHERWISE MODIFIED BY THESE OF THE ENGINEER AT THE CONTRACTORS EXPENSE. PLANS, SPECIFICATIONS, OR CONTRACT DOCUMENTS. 15. INTENTIONALLY LEFT BLANK. 17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 1.2: SEE ARCHITECT'S PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR Y 16. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT.' CONCRETE FOR FOUNDATIONS. �++�+�+�+•+*�«" *•-*»*+«"•w•"►*+.wrt»r�rr 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD CONTRACTOR'S EXPENSE. �►_ 1� ''. SUBDIVISION STANDARDS" AND DRAWINGS FOR 2. CONCRETEt�9th"�l1 :;r,. HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 17. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY 2.1 CLASS A: CLASS A CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF. { CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE 564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 .� 19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT" TO COMPLY ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTORS EXPENSE. PSI IN 28 DAYS. (N01) WITHe��,l� THE TERMS 'x''/ ' OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY SWRCB ORDER N0. 2009-009-DWQ AS AMENDED BY ORDER ( 18. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 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 dew;" '""""""""""""""'""""""""""`""'"'•""'""`"`""*'"""""" 2010 -0014 -DWG AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER 19. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE IN 28 DAYS.IkIr RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING �..._.�..,.,�........'..�."...� CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL 2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT �w,#�`�"`•"""�r�1°'�"`�""r STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY MATERIAL. OF 376 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL PSI IN 28 DAYS. CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378390 20. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT 3. REINFORCIN-G AFTER, THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE 20. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTEDINSTALLED. STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, 21. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE 22. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF 4. CONCRETE IMPROVEMENTS 4.1: PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE EXISTING OR PLANNED CUT SLOPES. RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRIVEWAY APPROACHES, AND PERMIT. ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR TRAFFIC. CONCRETE SHALL 21. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED 23. THIP CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 20'!0. CONFORM TO THE REQUIREMENTS OF SECTION 90, "PORTLAND CEMENT CONCRETE", OF THE ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE STATE SPECIFICATIONS. ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE 22. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL 4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN "CONCRETE REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND ACCORDANCE WITH PROVISIONS OF SECTION 73, CURBS AND SIDEWALKS", OF RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. FOR FILL. THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WITHIN TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS 24. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. TEN FEET OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH, UNLESS APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EITHER (A) 34 -INCH TO WITHOUT RECORDED MAPS). THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE h -INCH PREMOLDED EXPANSION JOINT FILLER PER SECTION 51-1.12 OF THE STATE 23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK SPECIFICATIONS, OR (B) 2 -INCH DEEP SCORED JOINT (WEAKENED PLANE, EXTRUSION CALCULATIONS. MACHINE ONLY). 24. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. 25. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. INSPECTOR AT THE TIME OF GRADING. 4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-309, 25. AN "S" SHALL BE STAMPED INTO CURB FACE OVER ANY NEW SEWER LATERAL. 28. THE CONTRACTOR SHALL COORDINATE WITH THE SUBDIVIDER AND THE ENGINEER THE SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE LOCATION OF THE BORROW AREAS IF REQUIRED) PRIOR TO BEGINNING CONSTRUCTION. ( COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR OF CONCRETE FINISHING. 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 29. SEE ARCHITECT'S DETAIL SHEET FOR DETAILS NOT SHOWN ON THIS SHEET. ALSO SEE 4.4: EXCAVATION, GRADING AND BACKFILLING BEHIND THE CURB RETURNS, INCLUDING CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ARCHITECT'S SITE PLAN FOR DIMENSIONS NOT SHOWN ON THIS PLAN. GRADING OF PARKWAY, SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL , SPECIFICATIONS FOR EARTHWORK. ANY EXCAVATED MATERIAL NOT NEEDED FOR GRADING 27. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL 30. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND OR BACKFILL, IN THE OPINION OF THE CITY, SHALL BE REMOVED FROM THE SITE OF (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE WORK AND DISPOSED OF AT THE EXPENSE OF THE OWNER. CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. SHALL' SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 4.5: THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF 28. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALLTHE MIX PROPOSED FOR USE. SAID MIX DESIGN SHALL SET FORTH WEIGHTS OF CEMENT, BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE WHERE THEY ARE SHOWN 31. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR SAND, COARSE AGGREGATE AND WATER TO BE USED TOGETHER WITH A GRADING HEREIN. OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES ANALYSIS OF SAND AND COARSE AGGREGATE. THE SOURCE OF SUPPLY OF MATERIALS TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING ENTERING INTO THE MIX SHALL ALSO BE GIVEN. THE MIX DESIGN SHALL BE APPROVED BY 29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. THE ENGINEER PRIOR TO PLACING ANY CONCRETE. SHALL BE 4:1, EXCEPT FOR TWO FEET BEYOND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING 4.6: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INSTALL REBAR DOWELLS WHEN BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE. CITY RECORDS NO. K 16-747 W 747ST DA TE 10/17/2017 DR4WN9Y TCB CHEMED BY M V SHEET 2 OF 6 SHE, v O WLwO j ✓OBNo.: 16-747 DWGNO. 747ST DA TE 10/17/2017 DR4WN9Y TCB CHEMED BY M V SHEET 2 OF 6 SHE, 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 SECTION 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 SECTIO 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-20471. s 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. 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. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. 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 ASTM D-2041. 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, 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. 15. 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 If 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. ASPHALT CONCRETE PAVING NOTES CONT.: 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 959 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 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. DEMO RON NOTES: 1. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK AS REQUIRED TO COMPLETE CONSTRUCTION INDICATED ON THE PLANS. 2. EXCEPT AS OTHERWISE INDICATED, ALL UTILITIES ARE TO BE PROTECTED IN-PLACE. 3. ALL MATERIAL GENERATED FROM DEMOLITION, INCLUDING PIPING, PLANTS, ORGANIC MATERIAL, A.C. PAVEMENT, CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES. 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED HAZARDOUS MATERIAL IS ENCOUNTERED. 5. CONTRACTOR SHALL LOCATE, IDENTIFY; DISCONNECT, SEAL AND CAP ALL UTILITIES THAT PREVIOUSLY SERVED BUILDINGS. 6. CONTRACTOR SHALL OBTAIN A DEMOLITIOW PERMIT FROM THE APPROPRIATE AGENCY AND SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT, AS WELL AS ALL LAWS AND LOCAL ORDINANCES. Q?'OF ESS/oN K Vo O�l`��G� RCE 43130 A * Exp. 3-31-18 9�. CIVIL FOF, CALF [kQ '�II��MM�.1.v�Yki1Y'%R *d .9►.A'w'! 41 Now 4swae.,w•,t�rl�Y„"Mrt+rtar�"Yls-+• allrob-www'�rwrMM�iMfwf«�+r!►aa�raw�lilj r� d k - CITY RECORDS NO. l � R. L4 W Q D 747ST DA TF 10/17/2017 DRAWNBY TCB Q U SHEET 3 OF 6 SHEETS O O coz C) � H zzU H � Q COQ~a N N 1 u ✓OBNo (6747 MGM 747ST DA TF 10/17/2017 DRAWNBY TCB CHEMED BV- NKV SHEET 3 OF 6 SHEETS E If T li necessar� adusf Rjr� or obtain 4. o' mist. 1p p' eosemrent #c aceasmniadate fad depth of tii* gvproadr. 209 max slo�ve sfw. 60' mk- 14 Rebar - 24` ac both ways W width of body of Cold jwt 2 _ R ffmod& with 2.0-'ahwance from bottom of coacmte, , [*CTION A....,.A cartin�rav:�tl aoT�s wiem of "foach C'& C I . V "iftanshiv and materiv/s shall crxrform to the appDicable 10 Sectbv of exisf�rg torte ap�ranch berg remand hrr reptacetrreat sectirxrs of the *sci�artions entitled 'State of Caiforn;g DTT of shaft be s�mrcvut at the &Zl os of ixnrcrof as afrected by the City Tronsporfatiarx StaWOd 5pwPicci wasA,' hereafler kaosn as Stana�rd The section bury removed shahbe a min, of 50'k myth and smuts SpecDtrcatiaas-, wrent City app vved e6 iar? shod with existkrg punt or scare toe. oonfmm 2. A aurrerrt Street frermlt issued b the Cit of Ba�kersfreld f'abfia. in diannsiam card iaeviiem to b* ad*mt existing imm�rirarswmerrts Works Department Hurst accompar:y a# wai* br Gty not--of--way. athere ae rented Su -M* shaft he conshvcted trate to grade and arose secflom 11 S+e-1kns kcj *aced may be paurW agarst 8 Ming Xwwt arrd meted to 959 of nraxhsrm &y doWl as determi W by ASM d conoftn and with P* appra4 of the City Errgarneer AS TiN Di-1S5T #o a depth of 6.0- Mw tap of subcpra* �`� the 06*V pavement SW be sawcut a nnn of ?.ti' from fhe ease of conoWe or as *wiled. Poremant patch shell conform 4. Cansre#e kr Ove opproach s o conform to the mqu6rernents of the to the reWlmments of Standard DOW ST -11 Stondbrd Specifiealkm for nVoor commte ,(mitt cement content of 12 Curb and gutter and body of appraadr shat be pmred separately, 505 ifcu tct,� Concrete shad contakr no aaores unless prrar m d not manaffthiraiy is abt�aed frnm the City £nom . 5 rraber forms shill be surfaced on the side phrced next to the 11 Tota madmwm dt wabte drive qVmoch Width sW not exceed 6OX concrete nerd shall nat be less thorn D„5” thx* after surfaarng farms of comrxre db11multi-hey property hanfoye. Dim approodr almerisw, and Carle shod be wetted imrne0vtely prior to canarete pfva rierb shoem on approved pAn sfrad be the bass of such determination 6. Concrete s9at be Rowed smooth, edged and then grren a hght 14. #11h app vmg ham the City Enoeer, total WpTwb wrath, kduding broorm wish. kx7eaatety after finlshn4 ag exposed surfocea shall wing4 may be kavased to Jv moxk w m for A(-/ and Af-2 uses, where recede a utriform ap*afiorr of Nie pfQwted ding compound high ►svtrimes of wmi- raaf and ftAr use wmrant, conforrnkrg to the Stonrdard Specih'ratiorrs; fie cancrete surface shah be kept V t WN the rurratg arrmoaumd is ff ed 15 A mwtinrrini of Ir of fed h*t svrb sW mate mire Wpraadm% 7 t ►pansioa jrtirrts s+rai be conshueied at both endsof appracrch except Ow noted an Stmdwd Mat T-20, or as q*rovoo by City fny*;tw. Werarrsmed joOts, 20'° deep, shag be placed at canter of approach 1 approach CanStnJCiKln perms#ted lr/thli a Sime# gr any and at 10 mox hterm* or as *ectad by ft City Eno7mr;. Of Expersirxr j0D7t mer moterrd shad consist of preformed str4vs 17, No parik" of the Ohre spprrfch &W be consbeted on adib mt durable, rrOknt compound that conform to the requtrerrremts of they '#aye WOW *ft"y apprrrred by me qty Engirex, Staindarid' SpeeifaegWns 11 Sae ra* s91 kr usa of ft cfim Oppraadr sfavdwd 9 Oee new appV00 is bebrg constarded adb mt to exist curb and gutter, the existbsg curb and gutter &)a# be coopletet�riamomd 45`ttp and roaced with mbar- as shamr abom No 'cart cart" odawed forcomrmerciof/mulfr-fvM#y dr»e opproadr coostrueti ". 10' of Detectable Nbrnarg SuM=% id widfh of sidewca6t, t)r. both sides of approoch See Note 4 an betO ST -1a lop 45*t}p• ''op.' ,•. A f \ Gott#' {, off'' - � �+•. � � ik STANDARD.Aw} COMMERCIAL MIUL-n—FAMILY DRIVE .APPROACH—TYPE OB s. a.�sH" KTs. sir � C" OF BAKEF09ELL> ST -4 OV 0#9*4W Plmm WWs ErEPA1Rli#ENT EXISTING EXISTING CURB SIDEWALK & GUTTER a THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) EP 0.30' ASPHALT CONCRETE PAVEMENT 1' 0.40' CLASS II AGGREGATE BASE NATIVE SOIL SLOPE, Av y 5.50' - 4" PORTLAND CEMENT CONCRETE QRof ESS1 K V G� W m ix RCE 43130 A * Exp. 3-31-18 9?. CIVIL OQ� F0F CALF I— 12.0" NATIVE SOIL COMPACTED TO 95% NOTE: OBTAIN 95% RELATIVE COMPACTION FOR A RELATIVE COMPACTION. DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557 A ASPHALT CONCRETE PAVEMENT B SIDEWALK SECTION — C.O.B. STD. ST -3 4 N.T.S. 4 N.T.S. �,►a•I Yia►IMba MSW ■rMaw.sa.•"wlw wia+r+swM�%r%� �►^SMR Mlf,rtM lM r�r�• j t s 24" 6" - 7V ��.- .� wr ra raM►►argN,ra ar.r.r►+. "M r'1 rrww..�71r++rF•�.r.r"sr►►er�+rrrNow 10rInts 'XII v- -A 41114a*20 D -- - - - - ► �UII.r...«..a r.«r.►r•I raw.{n►1r w�rMr!►+aMiYe - ► - - .y - D - ► : • - ►D - nMM..MIWIrtMAIM*rM• • D. C TYPE "B" CURB & GUTTER — C.O.B. STD. ST -1 4 N.T.S. C/L R/W MADISON 5' TYP. S EET 45' + '•" - 11' CHAIN LINK FENCE, SEE SEPARATE GRADING PLAN 34' FL 6.125' BIN 8' LANDSCAPE) STRIP *SAWCUT LINE, MATCH EX. A.C. PAVEMENT GRADES Q - TYPICAL SECTION — MADISON STREET N.T.S. 1' REMOVE EXISTING CONSTRUCT 6" CURB & GUTTER AC DIKE PER C.O.B. STD. ST -1 NATURAL GROUND 2% MIN. VARIES 4 MA- �111��X111 ;' _._ �°- 1.539-2.81% � 2% MAX. I I ° II a II ° ° 0.30' A.C. OVER 0.40' A.B. OVER 1.0' - NATIVE, ALL COMPACTED TO 959 RELATIVE DENSITY PER ASTM D-11557 � CONSTRUCT 5.5 WIDE 6 R—VALUE 56 95% COMPACTION LIMITS COMBINATION TYPE SIDEWALK T. 1. I PER C.O.B. STD. ST -3 CITY RECORDS NO. K C/TY STD. NO. OESCfr'/P770N 747ST CITY SO. NO. OESCRIP770N ® ST -1 STAN0Wf ,0 CZIR9 & GUTTEf� TYPES :4 ," M!(1/ ST -13 STAN,0XR,0 SUr W -,v &ONUrl1ENT ❑ ST -2 STANDArPO CO3VkFfC/.4L Ori'/lam _W y ® ST_ /I If STANOAFrD STfr'EET Z1a%r,, h1,4ST X,?,W TYPE ® ST -3 STANOWAO S1,0ZW Zh' ❑ ST -15 STANOXA0 CUL DE -SAC ❑ ST_Irfi'ES/OENCE Or?/ ly.4Y ❑ ST -16 STANOXAO S7REET M41Cf(LE ❑ ST -5 HOUSE NUBrl1Ef'S /-Of Me,&S ❑ ST -17 STANOWAO ffJOE CROSS GUTTEri' ❑ ST -7 CROSS 6U1r&,_fs ❑ ST -18 STANOXAO ME-O.4N MR,&,, TYPE V7 V-/"& ilk 2" ❑ ST -e 2W /NCH RXfT C1,fCLE CUL W. -f 7 ❑ ST - 19 STANOAAO H.4N0/CAP RX41PS ® ST -9 SUMOXAO ST?EET SPEC/F/CA170NS ❑ ST -20 STANOWAO PrPI 4TE S1iaEET GATES ® ST -10 STANOXAO S,-7?EET SI-CT/ONS ❑ ST -21 STANOXAO fi'EFUSE CONTA/NEfr' ❑ ST -10A STANOM,0 S;PffZ_ T SZ-CI701VS ® ST -11 STANOWA0 S7%r'EET CROSS SEC170N ❑ ST_ 142 STANOAAO ALLEY 6FOSS SEC770N THE FOLL 0 WING CITY OF BAKERSFIELD STANDARD DRAWINGS ARE PER THE "PROPOSED" SUBDIVISION AND ENGINEERING DESIGN MANUAL DA TED 07/97 AND SHALL BE MADE A PART OF THESE PLANS. - C/TY STT. NO. 0ZS- M/PT/ON ® T-29 STANOArPO ;2PXNS/T/ONS AT ROW 1VA?R0fylN6S ® ST --Of COr61V0?C/AL/!UL T/ 1X411L Y Ori'/YE APPrPOACH = TYPE Z?Jv EP 0.30' ASPHALT CONCRETE PAVEMENT 1' 0.40' CLASS II AGGREGATE BASE NATIVE SOIL SLOPE, Av y 5.50' - 4" PORTLAND CEMENT CONCRETE QRof ESS1 K V G� W m ix RCE 43130 A * Exp. 3-31-18 9?. CIVIL OQ� F0F CALF I— 12.0" NATIVE SOIL COMPACTED TO 95% NOTE: OBTAIN 95% RELATIVE COMPACTION FOR A RELATIVE COMPACTION. DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557 A ASPHALT CONCRETE PAVEMENT B SIDEWALK SECTION — C.O.B. STD. ST -3 4 N.T.S. 4 N.T.S. �,►a•I Yia►IMba MSW ■rMaw.sa.•"wlw wia+r+swM�%r%� �►^SMR Mlf,rtM lM r�r�• j t s 24" 6" - 7V ��.- .� wr ra raM►►argN,ra ar.r.r►+. "M r'1 rrww..�71r++rF•�.r.r"sr►►er�+rrrNow 10rInts 'XII v- -A 41114a*20 D -- - - - - ► �UII.r...«..a r.«r.►r•I raw.{n►1r w�rMr!►+aMiYe - ► - - .y - D - ► : • - ►D - nMM..MIWIrtMAIM*rM• • D. C TYPE "B" CURB & GUTTER — C.O.B. STD. ST -1 4 N.T.S. C/L R/W MADISON 5' TYP. S EET 45' + '•" - 11' CHAIN LINK FENCE, SEE SEPARATE GRADING PLAN 34' FL 6.125' BIN 8' LANDSCAPE) STRIP *SAWCUT LINE, MATCH EX. A.C. PAVEMENT GRADES Q - TYPICAL SECTION — MADISON STREET N.T.S. 1' REMOVE EXISTING CONSTRUCT 6" CURB & GUTTER AC DIKE PER C.O.B. STD. ST -1 NATURAL GROUND 2% MIN. VARIES 4 MA- �111��X111 ;' _._ �°- 1.539-2.81% � 2% MAX. I I ° II a II ° ° 0.30' A.C. OVER 0.40' A.B. OVER 1.0' - NATIVE, ALL COMPACTED TO 959 RELATIVE DENSITY PER ASTM D-11557 � CONSTRUCT 5.5 WIDE 6 R—VALUE 56 95% COMPACTION LIMITS COMBINATION TYPE SIDEWALK T. 1. I PER C.O.B. STD. ST -3 CITY RECORDS NO. K LQ W 747ST DATE.' 10/17/2017 DRAWNBY TCB CHEMED BY M!(1/ SHEET 4 OF 6 SHEETS U ,O Z O j CAI r-1 o z 0 ~ Q C Q awQw 0 USC Cn NW � N � Q � J09 No., 15747 DWGNO, 747ST DATE.' 10/17/2017 DRAWNBY TCB CHEMED BY M!(1/ SHEET 4 OF 6 SHEETS 378.54 C -3380 - - - - - - - - - - - - - - - - - - 378.45 SC ---- - ......__.. ................. 377.91 377.96 FL 1+00.00 0 5.00' LT. AP FL x 00 378.62 TP� CO � PARCEL BOUNDARY GRADE 2:1 MIN. SLOPE TO EX. GROUND Zd O 00 SEE ESMT. NOTE "B'1 - DESIGNATED REMAINDER P.M. No. 10235 P.M. BK. 52, PG. 39 ABBREVIATIONS LEGEND CONSTRUCTION NOTES CONSTRUCT 0.30' A.C./0.40' A.B. O CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER COB STD. DWG. ST-1. AC ASPHALT CONCRETE PAVEMENT FG FINISH GRADE O2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER COB STD. DWG. ST -3. BW BACK OF WALK GB GRADE BREAK -- RIGHT OF WAY CL CENTERLINE FP HINGE POINT PARCEL BOUNDARY O CONSTRUCT DRIVE APPROACH PER "PROPOSED" COB STD. DWG. ST -4. CENTERLINE40 CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL iM TC TOP OF CURB LIP LIP OF GUTTER - 4 EP EDGE OF PAVEMENT NG NATURAL GROUND AND 14AND TO THE LINES AND GRADES INDICATED ON THE PLANS. EX EXISTING PL PROPERTY LINE O CONSTRUCTION NOTE W RIGHT OF WAY- INSTALL 22,000 LUMEN STREET LIGHT O SAWCUT 1.00' OFF EXISTING A.C. DIKE OR AS DIRECTED BY COB ENGINEER AND FL FLOWLINE R / 70885 w/ NUMBER PER COB STD. DWG. ST -14. REMOVE EXISTING A.C. AND A.C. DIKE WITHIN LIMITS OF IMPROVEMENTS SHOWN. TP TOP OF PAVEMENT TC TOP OF CURB IhI MATCH EXISTING A.C. GRADES AT SAWCUT LINE. FS FINISHED SURFACE ESMT. EASEMENT // © EXISTING TREES, SHRUBS OR LANDSCAPING SHALL BE EXCAVATED AND REMOVED - 3'�4�G l�JCTf�� WITHIN IMPROVEMENT PLAN AREA. FC FENCE TYP. TYPICAL GRD GROUND COB CITY OF BAKERSFIELD HYD PROPOSED FIRE HYDRANT (SEE WATER PLANS) 7O IF EXISTING UTILITY BOXES, VALVES, MANHOLES, ETC. ARE LOCATED WITHIN THE PROPOSED WATER SERVICE (SEE WATER PLANS IMPROVEMENT AREA, CONTRACTOR SHALL RAISE TO GRADE PER COB AND UTILITY w STA. STATION SS SANITARY SEWER ) COMPANY STANDARDS. MH MANHOLE ESMT. EASEMENT _zz/_ - -1l-l- EXISTING EDGE OF PAVEMENT O8 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14. *ALL STATIONING IS BASED ON CENTERLINE DATA NLESS OTHERWISE NOTED. EXISTING FENCE Og PER COB STD. DWG. ST -14, FURNISH AND INSTALL 22,000 LUMEN STREET LIGHT, INCLUDE O EXISTING SEWER MANHOLE FOUNDATION, PULL BOX, BLANK CONDUIT AND GROUND ROD. 10 PER COB STD. DWG. ST -14, FURNISH AND INSTALL 1-1/2 INCH ELECTRICAL CONDUIT FROM -Ex-ss EXISTING SEWER TRUNK STREET LIGHT PULL BOX TO NORTH LIMIT OF WORK. x �Ra 0 EXISTING "TOPO" SHOT WITH 11 REMOVE EXISTING WOODEN FENCE WITHIN LIMITS SHOWN. EXISTING CHAIN LINK FENCE TO SURVEYOR'S DESCRIPTION REMAIN IN-PLACE. 12 SAWCUT AND REMOVE EXISTING A.C. DIKE BEYOND FRONTAGE AS SHOWN ON PLAN. REPLACE EXISTING TREE (SIZE VARIES) PAVEMENT TO ORIGINAL E.P. WITH FULL -DEPTH STRUCTURAL SECTION PER DETAIL eA Q HEREIN. 4 EX. CURB, GUTTER AND SIDEWALKT�_� - - - - - - - - - - - - Q 378.90 - - - - - -379-00- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -378.84 - - - - - - - - - - - - - - - - - SC 379.09 379.17 - - - - - - - - - - - - - --375.61------------ 378.77 378.52 SC 378.71 SC SC - - - _ 71 - - - - - - SC - - - - - - _ _ _ _ _ = SC - - - - - - - - - - - - 4 SC SC - - _ _ _ _ _ = _37; -- - - - - - - - - - -- 56 - - - - - - - - - -- - 67 -- _ --_ B..F -- - L 378 378.04 i F FL FL FL _................. FL 4+99.12 ®5.00' LT. AP ..... ------ ._._ ........ FL EX. A.C. DIKE TO BE REMOVED _ _..._...__...... ._-..,..-...... � � �_..._-....._-............ --_.w..-�}+99.12 END SAWC�T.......... iH WITHIN STREET IMPROVEMENT. LIMITS -- """µ _ cv _ y„ 7i-- SS --X3 -x- i M ;, m �W,,,, �,,,,, ...,,,,,.„ _,,, ,,,, ;.� �,,,,�„3G9 � � � F• a civ 01 12 a N . .. d N •.r._... ------ ..._........_.._. ......._.,........._...... ._.. CL ^ a� 5 _.._.......�..�y......�78.55 ~ coo r <o N ....._....._..,.. _ r DO 11 °° EX. STRIPING TO REMAIN � SS MH 5 ^• .• .............�,..._..._.....,..._............_� 379.29 n„ � � n � _... .....,.,.._ � F- �- � N 34 .43 of rn n 80 3 . . 379 '� 379.27 379. E AC 378.91 379,10 ..._...,w.-• 379.30 � �'EP 81 8.93 378.79 Tp TP -.. TP�_ TP�_ P� . ,r+� i. ------------------- ��-_ 11A.60 _.... 6 - 1 - - - TV .. ' : �I�QO'05'59"E 399.12'- Q x k� Z. (Z a0 T: 000 - / % x 3 30, In Z 0)09 / o SEE ESMT. NOTE 'A" M � r O O 383.14 �v� R /W FC N+E+W - - - - 3 OR PARCEL BOUNDARY 00 "l-, 0 r- O d 3 z � � � Z x rpw,an tFw ��''� �I�� J` 1�.'�f "1•1�9lrx i �"�I�'.� TO EX. GROUND APN No. N/ li �Z 0 o ori "EXISTING RESIDENTIAL" _ zri 00 ® W 3z 09 0 �y 1 60 0 ci O Z �'�' 0 � p'� 1* W +� WI -n � I'� I'o z +} I- to + y2�M > J O� Z IJ � +3 Z N ``�� 00 h p W W � o +3 + •� N m d N Q N � Q N Q N U i� ® a N m N U N W (� UM z a0 7T _x 0i r M R/W x Z 0, PARCEL 1 P.M. No. 10235 P.M. BK. 52, PG. 39 70885 "" - - - - - - - - - - - 10 DEAD N X g ow X Z 0) Z 00 00 Z m 379.89 ..G M ,- n11AEDISON STREET CONSTRUCT 0.30' A.C. PAVING OVER 0.40'. CLASS II AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T. 1. = 6.0 R -VALUE = 56 HORIZONTAL: lm= 20' VERTICAL: 1"= 2' BLOCK WALL BY SEPARATE PLAN EASEMENT MOTE "A" FLOWAGE AND DRAINAGE EASEMENT DEDICATION TO THE CITY OF BAKERSFIELD PER DOC No. 217085428, O.R. EASEMENT NOTE "B" PEDESTRIAN WALKWAY EASEMENT DEDICATION TO THE CITY OF BAKERSFIELD PER DOC No. 217085431, O.R. EASEMENT NOTE "C" 45' STREET RIGHT OF WAY EASEMENT DEDICATION TO THE CITY OF BAKERSFIELD PER DOC No. 217120226, O.R. STA, 11+59.64 11 I -EX HAIN � w LIN FENCE. w 383.14 �v� R /W FC N+E+W - - - - 3 OR PARCEL BOUNDARY 00 "l-, 0 r- O d 3 z � � � -GRADE 2:1 MIN. SLOPE x rpw,an tFw ��''� �I�� J` 1�.'�f "1•1�9lrx i �"�I�'.� TO EX. GROUND APN No. N/ li or- h 170-161-15 o ori "EXISTING RESIDENTIAL" _ zri 00 ® W ���a�: ���=:i �i� ���'`��jl� iat�a��^� fes! 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I 1 w �v� O O Q:' � as O o 3 OR O 0 rn co 00 "l-, 0 r- O d 3 z � � � � � x rpw,an tFw ��''� �I�� J` 1�.'�f "1•1�9lrx i �"�I�'.� z� Wn ui or- h o M or, n ori 3 0^ n _ zri 00 � ���a�: ���=:i �i� ���'`��jl� iat�a��^� fes! 0 p �• Z �'�' + � p'� + O t"� W + WI -n � I'� I'o M ,� ...».as+,,«,ars.a+����.Iw.fwwtwM +r+.«rrMr�•wrs+ •�+r�lr�rw+.�"��e�• rn y2�M > J O� mJ � IJ � Z N ``�� 00 h p W W M O _j ®O d N Q N Q N Q N O ® a V �ZO _ O _j jn U D W M + 382 ............... ..... ..... .. ........382 .......................................................................� N ................ ..... ..... ..... ...................................................................................................................................................... EX. GROUND PROFILE 380: : - - .. .... ..... ...... ................... ..... 34..... OF CL••.........................................................................................: ----:380 GRADE 2:1 MIN. SLOPE GRADE 2:1 MIN. TO•EX:GROUND* ..... ..... ..... ...... .......................................................................................................... 0.297 - SLOPE T.0 EX. GROUND 378.. ...........:... 0.21% 0.29 .............. ......................... ............................... ...... ........ . . . . . . 378 DESIGN FLOWLINE PROFILE -- ........................................: ................................................. 0.34,00'RIGHT OF:CL.:............................................................................ 376....:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:........................376 1+00 2+00 3+00 4+00 5+00 EAST FLOWLINE PROFILE CITY RECORDS N0. I 1 f6--747 W O 747ST DA TF 10/17/2017 DRAWNBr- TCB CHEMED BY•• v SHEET 5' OF 6 SHEETS O j ■ W a C a �-+ C .. W C Q H Q waw�w H�w�w � E-74 N P4 ON C W N W JOB No.. f6--747 MGM. 747ST DA TF 10/17/2017 DRAWNBr- TCB CHEMED BY•• MIN SHEET 5' OF 6 SHEETS - - STREET RIGHT OF WAY - STREET CENTERLINE CHO PROPOSED CHANNELIZER I PROPOSED TRAFFIC CONTROL SIGN l DIRECTION OF TRAVEL SHEET 16 OF 6 PROPOSED STREET LIGHT EXSITING STRIPING L/ -- -- -- - - -1/ - EXSITING EDGE OF PAVEMENT CS) EXISTING SEWER MANHOLE CL CENTERLINE R/W RIGHT-OF-WAY SJ GN CODES: NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. L-1 (CA) TYPE L (CA) OBJECT MARKER OM1 -3 TYPE 1 OBJECT MARKER PAVEMENT DELI EATION & SIGNAGE NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MUTCD, CURRENT EDITIONS. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. -ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND OBTAIN APPROVAL FROM THE CITY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD, CURRENT EDITION. 5. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 6. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 7. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS ARE THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 10. SEE STREET IMPROVEMENT PLANS FOR PAVEMENT WIDENING. PARCEL 1 P.M. No. 10235 P.M. BK. 52, PG. 39 MADISON STREET HORIZONTAL: 1-2° STRIPING AND SIGNAGE PLAN ,y.Frr,l«!^R lN,4�,x„R rlrh RtiRs tr�s �irl■s •�stwe�fM to Opp // '.ry �lf'irs+'R'4^t wJ lEi h+MM1,.11�ir7++l�-1 k�r tit, IT PC't 431t 1V rIR�IMw1l �rllgl,rlrRrkd .il *:r• r!�^rw/:nl.rffMi+=r„�. .+!•„r �L„t./R♦elcl�Rk.MM L � � , � "-) F ��_ CITY RECORDS NO. Q0 A W Q Q 74157' QROF E SS/pN 10/17/2017 DR4WNBY w l K. Vo O4_' SHEET 16 OF 6 SHEETS C� �� � -- -- -- -- -- -- --- -- -- -- -- - - -- --- - fZr► cz RCE 43130 � -- -- -- -- -- -- EX. CURB, GUTTER AND SIDEWALK - — - - - - - _ - - _ * Exp. 3-31-18 v -- ------------------------------------------------ ------------------------------------------- ----------------------- _ -- ---�------- __�-- --_ _---- _-- ----- =_� -�________________________------------------------ ------- - _---------- — —_-- — _---- --- ----- - - - v '9T C1 11_ FOFCAL�F EX. CL STRIPING TO REMAIN `V FUTURE MADISON STREET CL co 0 2+00 3+00 — — 4+00 b �i'�--------���---- - - � Z _: o : : INSTALL- (3): T1►'PE L=1 :(CA): _ PARCEL BOUNDARY : - _ OBJECT: MARKERS PER OM1 -3 CALTRANS: STD: PLAN-A73- - - - - - - - - - - - - - - - -- PROPOSED-: - CURB GUTTER- : : - - - - - - ; - - - AND SIDEWALK : :- -; -:- _- - -:- -- : : - - - - - - - - - - - - - - - w - - - - - - - - -- - - - EX. R W� : 70885 _ —sn - - sn - - - - -- -- -- -- -- - - - - - - - EX. R W�-- PARCEL BOUNDARY PARCEL 1 P.M. No. 10235 P.M. BK. 52, PG. 39 MADISON STREET HORIZONTAL: 1-2° STRIPING AND SIGNAGE PLAN ,y.Frr,l«!^R lN,4�,x„R rlrh RtiRs tr�s �irl■s •�stwe�fM to Opp // '.ry �lf'irs+'R'4^t wJ lEi h+MM1,.11�ir7++l�-1 k�r tit, IT PC't 431t 1V rIR�IMw1l �rllgl,rlrRrkd .il *:r• r!�^rw/:nl.rffMi+=r„�. .+!•„r �L„t./R♦elcl�Rk.MM L � � , � "-) F ��_ CITY RECORDS NO. a�wa,0 zQz� �zo� Q0 A W Q Q 74157' �QQQ 10/17/2017 DR4WNBY w l ?S SHEET 16 OF 6 SHEETS v v O � Z Z O a�wa,0 zQz� �zo� 16--747 DWGNO. 74157' �QQQ 10/17/2017 DR4WNBY w CHECIEEDBY MAY SHEET 16 OF 6 SHEETS I JOBNa. 16--747 DWGNO. 74157' DATE 10/17/2017 DR4WNBY TCB CHECIEEDBY MAY SHEET 16 OF 6 SHEETS