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HomeMy WebLinkAbout6.1-1858GENERAL CIVIL IMPROVEMENT NOTES 1. ALL CONSTRUCTION WORK SHALL BE PREFORMED IN ACCORDANCE WITH CITY SHAFTER STANDARDS, THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, THE RECOMMENDATIONS CONTAINED IN THE PRELIMINARY GEOTECHNICAL REPORT FOR THE DEVELOPMENT, APPENDIX CHAPTER 33 OF THE CALIFORNIA BUILDING CODE, AND AS DIRECTED BY THE CITY ENGINEER. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE OFFICE OF THE CITY ENGINEER SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. PHONE (661) 746-5002. 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A CITY ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE OFFICE OF THE CITY ENGINEER FOR ALL WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR CITY OF SHAFFER. 5. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWING, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION, OR A CORRECTION THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT TO THE DESIGN ENGINEER. 6. SHOULD ANY CULTURAL MATERIALS BE DISCOVERED DURING ANY GRADING OR DEVELOPMENT, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST/HISTORIAN SHALL BE CONTACTED TO ASSESS THE FINDS AND IMPOSE MITIGATION MEASURES, IF NECESSARY, PRIOR TO THE RESUMPTION OF CONSTRUCTION. 7. IF, DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED, OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION REQUIRED, 8. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK, CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 10. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR IS HEREBY NOTIFIED THAT ALL EXISTING BURIED UTIUVES MAY OR MAY NOT BE SHOWN AND THAT THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REPAIRING ANY UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. 11. CONTRACTOR SHALL RESTORE CONSTRUCTION LIMITS TO ORIGINAL OR BETTER CONDITION TO ENSURE PROPER DRAINAGE 12, CONTRACTOR SHALL USE CARE WHEN WORKING ADJACENT TO PRIVATE PROPERTY TO NOT DAMAGE GRASS, TREES, SHRUBS, ETC. OUTSIDE OF THE IMMEDIATE WORKING AREA. ALL ITEMS DAMAGED OR REMOVED BY THE CONTRACTOR AS A RESULT OF CONSTRUCTION PROCEDURES SHALL BE REPLACED WITH LIKE MATERIALS AT THE EXPENSE OF THE CONTRACTOR 13. OPERATIONS ALONG HIGHWAYS OR PUBLIC STREETS SHALL BE PERFORMED IN SUCH A MANNER THAT ALL EXCAVATED MATERIALS BE KEPT OFF THE PAVEMENT AT ALL TIMES, AS WELL AS OPERATING EQUIPMENT. 14. CONTRACTOR SHALL SAWCUT ALL PAVED SURFACES ENCOUNTERED, UNLESS SHOWN OTHERWISE. 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS RECLAIMED ASPHALT PAVEMENT (R.A.P.) NOT INCORPORATED INTO THE PROJECT. 16. NO BUILDING PERMITS SHALL BE ISSUED UNTIL ADEQUATE ACCESS AND ADEQUATE WATER SUPPLY FOR FIRE PROTECTION PURPOSES IS PROVIDED, AS APPROVED BY THE KERN COUNTY FIRE DEPARTMENT. 17. CORNERSTONE ENGINEERING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS, 18. 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. 19. 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. 20. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING OPERATIONS TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVER/CONTARCTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, 22. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AND THE CITY OF SHAFTER DEPARTMENT OF PUBLIC WORKS AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION TO MARK THE LOCATIONS OF ECISTING UTILITY LINES. USA: (800)642-2444 CITY OF SHAFTER: (661)746-5002 23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPESHALL BE 27 ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 24. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE AMA R NOT MEET T E D GED 0 DO 0 EE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 25. ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARDS. Know what's below. Cal before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UIR/i1E5. AP ILtST ]2 HOURS PRIOR TO BECINMPoG CONS7RUC110N I I �oiill I 1 1 to], MTe-]A 7TM STANDARD ROAD vi SHAFTEH, CA, 9300003 DARLEEN AVE_ & KELP AP SCALE. 1" = 150' UNAUTHORIZED CHANGES & USES: THE ENGINEER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO OR USES OF THESE PLANS. ALL CHANGES TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PLANS MUST BE IN WRITING AND MUST BE APPROVED DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABIUTY, REAL OR ALLEGED, IN CONNECTION WITH BY THE PREPARER OF THESE PLANS. I THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE BASIS OF S89°13'42"E AS THE CENTERLINE OF 7TH STANDARD ROAD WAS USED AS THE BASIS OF BEARINGS PER PARCEL MAP 3440 RECORDED IN BOOK 16 OF PARCEL MAPS AT PAGE 95 ON JULY 27, 1976, MONUMENT LOCATED APPROXIMATELY 0.50 MILES EAST OF CENTERLINE INTERSECTION OF CALLOWAY DRIVE AND SEVENTH STANDARD ROAD. IT IS A BRASS CAP STAMPED "KERN COUNTY SURVEYOR, STATION 370+94.49 1-25-2011" PROTECTED BY A HAND ACCESS ENCASEMENT PER RECORD OF SURVEY N0, 3222 IN BOOK 27 OF RECORD OF SURVEYS AT PAGE 194, ELEVATION OF 416.50' (126.95M) (NAVD88) VICINITY MAP N.T.S. SITE ADDRESS DERREL'S MINI STORAGE #80 NE CORNER OF 7TH STANDARD ROAD ® RAYMOND ST ALI 482-080-12 ROWSMIXI SHEET DESCRIPTION 11 C.Y. C-1.0 COVER SHEET C-1.1 GENERAL NOTES C-2.0 7th STANDARD PLAN & PROFILE C-2.1 FUTURE 7th STANDARD PLAN & PROFILE C-2.2 TYPICAL SECTIONS C-2.3 DEMO PLANS C-2.4 STRIPING PLANS IMPROVEMENT QUANTITIES nI IANITITY ITIPM 9 TONS - TYPE A HMA 11 C.Y. - CLASS 2 AG. BASE 796 S.F. - 5" CONCRETE DRIVEWAY 830 S.F. - 12' WIDE CROSS GUTTER 94 L.F. - 6" CURB 26 L.F. - TYPE 8 CURB AND GUTTER 878 S.F. - 4" THICK SIDEWALK 2 EA. - ADA RAMPS 130 L.F. - SAWCUT EXISTING PAVEMENT 380 L.F. - MEDIAN CURB ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONSWERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY E KNOWLEDGE AND BELIEF COMPLY WITH CITY OF SHAFTER ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. Aja•, " ■ ■ .rlT., ` ■ No. C-63332 rnm KEVIN HARMON-CITY OF SHAFTER CITY ENGINEER DATE R.C.E. # C-54800 REVIEWED BY: / -ALM__.. V11l j1/.' 7 TRAFFIC ENGINEER - CITY OF BAKERSFIELD PUBLIC WORKS DEPT. DATE REVIEWED BY:, �° 1 NICOLAS FIDLER - CITY OF BAKERSFIELD PUBLIC WORKS DIRECTOR DATE R.C.E. # 61069 6.1-1858 0 s a vir V MAS Cn DGW DATE: 03/28/2019 DRAFTER: Z Q SCALE: AS SHOWN COMP. NO: 5090300_STR J 509-03-00 O ® o O 0 Z W Q:� LLJ LLJ W Cm S U7 ® J 0 cm ¢ ILIS O:f ¢ M (/7 O _N U W LL W LLJ fL W cn DESIGNER: MAS CHECKED BY: DGW DATE: 03/28/2019 DRAFTER: MAS SCALE: AS SHOWN COMP. NO: 5090300_STR JOB NO.: 509-03-00 C-1.0 1 1 OF 7 GENERAL NOTES: (CITY STREET PLANS) L ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS, LATEST EDITION. 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR. 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE PATH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN-PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER 'R' VALUE. 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN. 6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS 111 AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED. 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. B. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. SHALL BE 0.05 OF A FOOT. 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. 13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, AS DIRECTED BY THE ENGINEER. 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT. 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 'BITUMINOUS SEALS' OF THE STANDARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT. 19. PAVEMENT GRINDING IN ACCORDANCE 'NTH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE NO. R-69. 21. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -12. 22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 24. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 25. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF SHAFTER PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT, 26. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST -1, CURB AND GUTTER TYPE "B" ST -2, MEDIAN CURB TYPE 'M -i' ST -3, COMMERCIAL DRIVE APPROACH TYPE "A" AND 12' CROSS GUTTER ST -5,.5.5 WIDE SIDEWALK R-52, ASPHALT CONCRETE CURB TYPE "A" D-20, 2' WIDE UNDERSIDEWALK DRAIN 27. THE FOLLOWING CALTRANS STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: REVISED STANDARD PLAN RSP A8BA, CURB RAMP -CASE A 28. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 OF THE "GREENBOOK." 29. IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC. 3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED AT THE DEVELOPER'S EXPENSE PRIOR TO THE INSTALLATION OF BASE OR PAVING. 30, ALL PERMANENT STRIPING AND MARKING SHALL BE THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT, 31. ANY WORK CONNECTING TO EXISTING PU8LIC 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). 32. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 33. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTER AND COMMERCIAL DRIVE APPROACHES. 34. 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. 35. 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 SPECIFICATION. 36. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 37. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 38. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 39. NOTE THAT NO PLANS WILL BE APPROVED UNTIL ALL EASEMENTS HAVE RECORDED. NOTES FROM THE ENGINEER: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY. 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, FENCING, ETC.) THAT. ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY/COUNTY ENGINEER. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY/COUNTY ENGINEER. 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER AND/OR IRRIGATION DISTRICT. 7. CORNERSTONE ENGINEERING, INC. 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 CORNERSTONE ENGINEERING, INC SPECIAL NOTE 1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 3. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 4. 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. 5. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY 'NTH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009 -009 -DWG AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. PROJECT SITE IS LESS THAN ONE ACRE; A PERMIT IS NOT REQUIRED. ASPHALT CONCRETE PAVING NOTES: 40. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 41. 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 INCH MAXIMUM, MEDIUM GRADING. 42. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 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. 43. 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. 44, AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: 44.A. A LIST OF AGGREGATE AND ASPHALT SOURCES 443. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE-, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 44.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE 'NTH 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 02041, 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. 45. 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 THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 46. 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, "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET. 47. 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. 48. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER, 49. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 50. 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 MAS CHECKED BY: DOW LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN MAS GREATER THAN THAT WHICH CAN BE SURFACED DURING THE ASPHALT CONCRETE BASE)IS TO BE PLACED ON THE 5090300_STR FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL GRADING PLANE, THE GRADING PLANE AT ANY POINT ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR o DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT BELOW THE GRADE ESTABLISHED BY THE ENGINEER. N 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 i BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVNG OPERATION RESUME 51. WHERE 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. 52. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 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. 53, 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 NTH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 54. 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 BE AT THE CONTRACTOR'S EXPENSE. 55. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 55.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 55.B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. 55.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 56. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 56.A. ABRASIVE GRINDING NTH EQUIPMENT UTILIZED DIAMOND BLADES 56.B. REMOVAL AND REPLACEMENT, OR 56.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. 57. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF 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, 58. 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. 59. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLACE 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 PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 6.1-1858 ww DESIGNER: MAS CHECKED BY: DOW DATE: i" DRAFTER: MAS SCALE: AS SHOWN COMP. NO: 5090300_STR JOB NO.: 509-03-00 a • i • r 1 DESIGNER: MAS CHECKED BY: DOW DATE: 03/28/2019 DRAFTER: MAS SCALE: AS SHOWN COMP. NO: 5090300_STR JOB NO.: 509-03-00 C-1.1 2 OF ' � 1 C� 1 <� / RAYMONV� TREET- i 00 C r 7 y�. VTA SAWCUT LINE; SEE SHE T C-2.3 �_FIND 6' RD KCS>i�W% 3 BR. CAP FIND 6" RD K CM W/ 3" SR. CAP ___--\�`sIN LH MKD-FOR COR do"REPLACED P1. _tMIND FOqCOR & "REPLACE¢� 01T3" DEEP 2011- 12" DEP .,,, „_„.._.... ,_-_.__- �'. ' 4 _..._.._- + `Q . RS3222 SK27, PG194 PER' 3222 8K27, PGI 4 4,91' a z + \°`till/ a 9m r N/4 COR SEC. 5, 29/27 `� $EOR SEC 31 7 ,"tel �- m // m 3 SOUTH_LINE'OF SEC. 31 28/27-'' STA: 1+30.90. 17.00'L a' S r " _ ECR, FS 418.99 1 10 2A” 10 70 70 10 10 10 ,� T� A�3- a 35' PUBLIC 'ACCESS EASEMENT PER t I MONUMENT SIGN BY OTHERS FS 421.03` r. c� I 2.47%'- 0 EX. DRAINAGE SWALE 9 � 1.999 - — 16 — (420)—_'- w r cn c EX. MEDIAN `a \z r SEE STRIPING PLAN ON SHEET C-2.4 7 -SOUTH LINE OF SEC 32, 28/27 " Ic ••1 i-1/arrre'rrrrrb?rrarrr�raras a'r.rrrr rrrrrrrr rr�rrrrr'raerr /(.raiarya 11 a=rrrlrr!'rI111I{rrrlrr'r rr rrrl-(I IIr/Y1/ti`111/! •III iI rl rrarrrr°rar'r r'I r r I I (I r r I s r r r I r I I r r r r r r rY'r / s I"I / r r /Zr /♦ I+I 1=1 r sYY r aY 3aarrasr'' rYrr+" 1 r r r I i r`! r r v' d ,, 1 • '� Y.'f ti - I rC ! / ♦11 ra 1'Ir rlrl. /�a 111I'iill�I Y'i/II!•/IIrI1I/i'rrrlrlis//I a I'Il illiirf/lf/'' /IS/I //I!r/1111/i rr 1/111 r/ II /rrY 1 i 1 •el el 1!1 ICY IY ILII I'III /III!I IIr1!II IIr IYPI1I/If Ir/iYY Ii 1'rLIII1I I'Y �rlrrrisrr.rr 111�r0/ IaIrC.O.B. BC �1 . a e. • rtii rr rS r'I it rr lr'I •'Y -I 11 J.IIIIIIIr Sr •Iirrril tfirrllrcrlr/ .v ..1. e _ 154 • EC - END CURVE EX FS GB - GRADE BREAK H.P. 421.25, MATCH R - PROPERTY LINE R/W - RIGHT OF WAY FL (55.99) - EXISTING FLOWLINE ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FL 50.62 - FLOWLINE ELEVATION FS 54.13 - FINISH SURFACE ELEVATION TC 55.88 - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00.00E - DIRECTION OF STATION LABEL J _....... . .. —-------x--.--�_—_--- ZY_.----�—_—��_—�— I — LEGEND C.O.B. - CITY OF BAKERSFIELD C.O.S. - CITY OF SHAFTER K.C.D.S. - KERN COUNTY DEVELOPMENT STANDARD C.O.K. - COUNTY OF KERN OMWD - OILDALE MUTUAL WATER DISTRICT BC - BEGIN CURVE CL OR q - CENTER LINE EC - END CURVE EX - EXISTING GB - GRADE BREAK H.P. - HIGH POINT R - PROPERTY LINE R/W - RIGHT OF WAY FL (55.99) - EXISTING FLOWLINE ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FL 50.62 - FLOWLINE ELEVATION FS 54.13 - FINISH SURFACE ELEVATION TC 55.88 - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00.00E - DIRECTION OF STATION LABEL BOUNDARY/PROPERTY UNE — - - -- EXISTING RIGHT OF WAY ----- PROPOSED RIGHT OF WAY Delta PROPOSED STREET FL — -- EXISTING STREET FL - PROPOSED SIDEWALK 1'D_, - EXISTING POWER POLE QS - EXISTING SEWER MANHOLE © - EXISTING CLEANOUT --(281)-- EXISTING CONTOUR (9) - SURVEY MONUMENT - PROPOSED FIRE HYDRANTS L - FUTURE SIDEWALK 0 - NEW CONCRETE GRAVEL WITH 0 0 3" MIN. 0 IN FRONT OF I WEEP HOLE 2" r MEDIAN t ROALD Plan and Profile PAVING SECTION 5" PORTLAND CEMENT CONCRETE / 6" NATIVE SOIL 0 909 M.D.D. (OUTSIDE OF 12° V -GUTTER) PAVEMENT PATCH SECTION: o / INSTALL 0.5' HMA (TYPE A) / 1.20' CI.2 AS / 0.80' OG COMPACTED 909 M.D.D. PER COUNTY OF KERN PLANS FOR CONSTRUCTION OF AUXILIARY LANE ON 7TH STANDARD ROAD FROM CALLOWAY DRIVE TO THE LERDO CANAL CONTRACT NO. 15008 STA: 4+78.13. 19.411 �FS (423.31) � ao io C.O.K't �5+00 _ _6+ W 1L ---�_ — _Z2 ----�-- NOTICE TO CONTRACTOR: 1. ALL WORK FOR THE ENTRANCE SHALL REQUIRE THE CONTRACTOR TO OBTAIN ENCROACHMENT PERMITS FOR CONSTRUCTION FROM THE CITY OF SHAFTER AND FROM THE COUNTY OF KERN FOR TRAFFIC CONTROL, STRIPING, AND REMOVAL OF EXISTING RAYMOND STREET PAVEMENT. 2. ALL WORK FOR THE MEDIAN IMPROVEMENTS SHALL REQUIRE THE CONTRACTOR TO OBTAIN ENCROACHMENT PERMITS FROM BOTH THE CITY OF SHAFTER AND THE CITY OF BAKERSFIELD. AN ENCROACHMENT PERMIT WILL ALSO BE REQUIRED FROM THE COUNTY OF KERN FOR TRAFFIC CONTROL. 3. CITY OF SHAFTER SHALL BE THE LEAD AGENCY FOR CONSTRUCTION INSPECTION. — 1/Z— CONSTRUCTION NOTES c9 Length z Delta r 47.11 O1 INSTALL 6" CURB PER DETAIL A ON SHEET C-2.2. C2 47.13 V O2 INSTALL TYPE 'M-1" MEDIAN CURB PER C.O.B. PLATE NO. ST -2 0f m Z J V) � O3 0 E Z g w Q 0 o m'o w a 1 I z y Z_ c �GC�IV � �w W SCALE: m U CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.S. STANDARD S-1. Z z C�Im�t]tC� LL � W � VERT: 1'=2' J 509-03-00 5 v SAWCUT EXISTING PAVEMENT AND MATCH z z (DINSTALL TYPE I SIDEWALK PER C.O.S. STANDARD S-15 ® J z O8 CONSTRUCT 2' WIDE UNDERSIDEWALK DRAIN PER C.O.B. D-20 z z CONSTRUCTION NOTES Curve N Length Radius Delta C1 47.11 O1 INSTALL 6" CURB PER DETAIL A ON SHEET C-2.2. C2 47.13 30.00 O2 INSTALL TYPE 'M-1" MEDIAN CURB PER C.O.B. PLATE NO. ST -2 0f a V) � O3 INSTALL STANDARD WHEEL CHAIR RAMP PER C.O.S. STANDARD S-18. CHECKED BY: a• O4 CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.S. STANDARD S-5. 03/28/2019 .. DRAFTER: MAS 20' 0' 20' SCALE: AS SHOWN O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.S. STANDARD S-1. HORIZ1"=20' COMP. NO: 5090300_STR VERT: 1'=2' JOB NO.: 509-03-00 O6 SAWCUT EXISTING PAVEMENT AND MATCH (DINSTALL TYPE I SIDEWALK PER C.O.S. STANDARD S-15 ® ppqq z O8 CONSTRUCT 2' WIDE UNDERSIDEWALK DRAIN PER C.O.B. D-20 wQ m O RE -GRADE EXISTING DRAINAGE SWALE PER DETAIL 3 ON SHEET C-2.2. 0,4 N V N w 0,0 W N 10 CONSTRUCT 2" WEEP HOLES IN MEDIAN CURB EVERY 20' PER DETAIL A THIS SHEET. o N Curve Table Curve N Length Radius Delta C1 47.11 30.00 89' 58' 59" C2 47.13 30.00 90' 01' 01" M I� 6.1-1858 C-2.0 1 3 CITY RECORDS NO. OF 7 W LJ_ F— h CL s.✓ Ld Ltj 0f a V) � ■ r CHECKED BY: a• s 03/28/2019 GRAPHIC SCALE DRAFTER: MAS 20' 0' 20' SCALE: AS SHOWN HORIZ1"=20' COMP. NO: 5090300_STR VERT: 1'=2' JOB NO.: 509-03-00 SHEET r I 6.1-1858 C-2.0 1 3 CITY RECORDS NO. OF 7 W LJ_ F— h CL s.✓ Ld Ltj 0f V) DESIGNER: MAS CHECKED BY: DGW .DATE: 03/28/2019 GRAPHIC SCALE DRAFTER: MAS 20' 0' 20' SCALE: AS SHOWN HORIZ1"=20' COMP. NO: 5090300_STR VERT: 1'=2' JOB NO.: 509-03-00 SHEET 6.1-1858 C-2.0 1 3 CITY RECORDS NO. OF 7 END 6 RD KCSCM W/ 3 BR CAP IN LH MKg¢FOR COR & _ REPLACED -, _ 05x011" - 13" DEEP RS3222 BK27, PG194 N/4 COR SEC. 5, 29/27 STA 1+19 96 59,001 — — -- — FS 417.74, SAWCUT �- - J 5 /SLI _ EX. OMWD PRV VAULT.4�-�w CT IN PLACE. PROTECT END 6" RD KCSCM W/ 3" BR CAP ` 3 O8 'SiA� �, . STA 3+42 68 59 O0� FS 419.04, SAWCUT ^� N Lk�MKD CCR & 'R_EPLACE(.. "- Ck OF UNDERSI EWALK r SAWCUT, FS (420.60) -%-25-2011"- 12" DEPP ...._.. r PER: FtS3222 BK27, PG104s .h9l U A a lh'1" - -SE COR SEC. 3J,.,-Z�/27 3 SOUTH LNE-OF SEC. 31, 28/27. -'- TA 1 S +3090 1100L ECR FS 418.99 STA: 3+03.50, 11.42'L \ FS 421.18, �EX. MEDIAN :. z -- -�� C.O.K. 1+� R=1100 7th ST�NDARD END 6' RD' KCSCM W/ 2 $R. CAP �–� C.0.8. � � – } – –2+� – – P – – 00 S89'13'42"E 2640,99 C.O.S. 4 IDO xn —>— —i-- - --I C.Q.B. IN LH MKD STA 370+94.49 nrv�& STA 1+19.9A. 0:00'L --- PAZ--25.�t_- 1 " FS 418.97 PER RS3222 BK27, PG194'-— =---- STA: 1+30.90, 11, O'R — -� ---- — _ _ ---- QUAIL CREEK ROAD BCR, FS 418.9a M \` �srA: 3+D4.os. n.1rR FS 421.25,MATCH PROTECT IN P ADE-9XISTING DELINEATORS (TYP.) r_ LEGEND 7th STANDAROLE.) R 0 A Lr) F Univl R C.0.8. - CITY OF BAKERSFIELD °'Q, - EXISTING POWER POLE FUTURE Plan and Profile C.O.S. - CITY OF SHAFTER QS - EXISTING SEWER MANHOLE C.O.K. - COUNTY OF KERN © - EXISTING CLEANOUT FUTURE IMPROVEMENTS -NOT FOR CONSTRUCTION AT THIS TIME. K.C.D.S. - KERN COUNTY DEVELOPMENT STANDARD --zal --- EXISTING CONTOUR PAVING SECTION OMWD - OILDALE MUTUAL WATER DISTRICT OO - SURVEY MONUMENT INSTALL 0.5 HMA (TYPE A) / 1.20' CL2 AS / BC - BEGIN CURVE - PROPOSED FIRE HYDRANTS 0,80' DG COMPACTED 90% M.D.D. CL OR CE - CENTERLINE PER COUNTY OF KERN PLANS FOR CONSTRUCTION OF - SIDEWALK AUXILIARY LANE ON 7TH STANDARD ROAD FROM CALLOWAY EC - END CURVE �--, EX - EXISTING --77 - NEW CONCRETE DRIVE TO THE NO.1 CANAL LyJ CONTRACT NO. 15008 GB - GRADE BREAK H.P. - HIGH POINT R - PROPERTY LINE R/W - RIGHT OF WAY t (55.99) - EXISTING FLOWLINE ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FL 50.62 - FLOWLINE ELEVATION FS 54.13 - FINISH SURFACE ELEVATION TC 55.88 - TOP OF CURB ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00.00E - DIRECTION OF STATION LABEL - BOUNDARY/PROPERTY LINE — - - -- EXISTING RIGHT OF WAY ----- PROPOSED RIGHT OF WAY - -- -- PROPOSED STREETEL -- EXISTING STREET EL - PROPOSED SIDEWALK - PROPOSED FUTURE MEDIAN CURB 6 FS 422.23, SAWCUT f LINE OF SEC. 32, 28/27 s ,14151.. STA: 4+78.13, It41'L '' 1 FES (423.31) � r r ro – I – C.O.K� S+ICO – H – 6+00 u.B., r 4` CONSTRUCTION NOTES O INSTALL 6" CURB PER DETAIL A ON SHEET C-2.2. O2 INSTALL TYPE "M-1" MEDIAN CURB PER C.O.B. PLATE NO. ST -2 O INSTALL STANDARD WHEEL CHAIR RAMP PER C.O.S. STANDARD S-18. O CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.S. STANDARD S-5. OS CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.S. STANDARD S -t. O6 SAWCUT EXISTING PAVEMENT AND MATCH O7 INSTALL TYPE I SIDEWALK PER C.O.S. STANDARD S-15 0 CONSTRUCT 2' WIDE UNDERSIDEWALK DRAIN PER C.O.B. D-20 O RE -GRADE EXISTING DRAINAGE SWALE PER DETAIL 3 ON SHEET C-2.2. t0 CONSTRUCT 2" WEEP HOLES IN MEDIAN CURB EVERY 20' PER DETAIL A THIS SHEET. US s w 6.1-1858 C-2.1 1 4 CITY RECORDS NO. oF 7 W z0 Z: a Q LLJV _J E� --I ®o o z Z a Ln J LTJ o m Z_ a o z N U Q w�rr Z: Q ��n"i M W z o �� LJ z J m z w L'- w n cif J w F_ i oe U W r CD c) z DESIGNER: J CHECKED BY: DGW GRAPHIC SCALE DATE: N 20' o' 29 DRAFTER: MAS Em !!29iiiiiil SCALE: U R 1"=20' V VERT. 1"=2' COMP. NO: 5090300_STR 6.1-1858 C-2.1 1 4 CITY RECORDS NO. oF 7 W Q Q LLJV _J E� --I ®o Z O Ln LLJ m Z_ a o z _ C—,0¢ Q N CL N a J L LJ w L'- 1— n cif la� w F_ oe W r c) N DESIGNER: MAS CHECKED BY: DGW GRAPHIC SCALE DATE: 03/28/2019 20' o' 29 DRAFTER: MAS Em !!29iiiiiil SCALE: AS SHOWN R 1"=20' V VERT. 1"=2' COMP. NO: 5090300_STR JOB NO.:.. 509-03-00 MEET 6.1-1858 C-2.1 1 4 CITY RECORDS NO. oF 7 FINISHED SURFACE _ HIGH POINT R/W 13' LANDSCAPE EASEMENT I I I m 55' FE OF FL OF CURB V -GUTTER & GUTTER 17' 1 1 1 14' AUXILIARY LANE I-^ 12' I 6 --f 4 2 2' SAWCUT PATCH 4 EX. EP (SEE PATCH NOTE .65% 5" CONCRETE THIS SHEET) DRIVE AISLE 1.5% 5.0% MAX MAX_- -� SAWCUT AND MATCH EXISTING EXISTING PAVEMENT DRAINAGE SWALE R/W �-' LANDSCAPE EASEMENT I I 5.5' WIDE TYPE I FUTURE SIDEWALK BY OTHERS 2' LS 1.5% BENCH MAX C — — — — — a:1 MAX EXISTING DRAINAGE SCALE _ BOTTOM OF DRAINAGE BASIN L 93' 12' LANE 93' 68' 55' 14' AUXILIARY LANE 12' LANE R/PREVIOUS CE 12' LANE 14' LANE I I `-EXISTING PAVEMENT/SURFACE 12' LANE 14' LANE X. EP 2' SAWCUT PATCH (SEE PATCH NOTE `— THIS SHEET) SAWCUT AND MATCH EXISTING PAVEMENT/SURFACE EXISTING PAVEMENT 25' Sole: P'=5' ±43' EP it' 11' MEDIAN MEDIAN I 2" LANDSCAPE GRAVEL W/ 1- MAX DIAMETER/ 8" SOIL COMPACTED TO 90% M.D.D./ TYPE 2 SLURRY -AGGREGATE UP TO a APPLIED AT 0.6 GALLONS/SQUARE YARD; ASPHALT EMULSION SHOULD BE EITHER GRADE SSIH OR CSSIM AND SHALL CONFORM TO THE PROVISIONS IN CHAPTER 4, SECTION 94, "ASPHALT EMULSIONS", OF CALTRANS CONSTRUCTION MANUAL DATED JULY 2017. I 25' 11' 11' MEDIAN I MEDIAN I G LEGEND FUTURE IMPROVEMENTS YY z z C.O.B. - CITY OF BAKERSFIELD BC - BEGIN CURVE BCR - BEGIN CURVE RETURN BVC - BEGIN VERTICAL CURVE CI - CURVE INDEX (SEE CURVE TABLE) CL OR CE - CENTER LINE EC - END CURVE ECR - END CURVE RETURN EVC - END VERTICAL CURVE EP - EDGE OF PAVEMENT EX - EXISTING GB - GRADE BREAK H.P. - HIGH POINT R - PROPERTY LINE PI - POINT OF INTERSECTION POC - POINT ON CURVE POVC - POINT ON VERTICAL CURVE PRC - POINT OF REVERSE CURVE R/W - RIGHT OF WAY VPI - VERTICAL POINT OF INTERSECTION EP (55.80) - EXISTING EDGE OF PAVEMENT ELEVATION EL (55.99) - EXISTING FLOW'UNE ELEVATION FS (55.99) - EXISTING FINISH SURFACE ELEVATION FG 50.98 - FINISH GRADE ELEVATION EL 50.62 - FLOW INE ELEVATION FS 54.13 - FINISH SURFACE ELEVATION TC 55.88 - TOP OF CURB ELEVATION 35L - DISTANCE LEFT OF CENTERLINE OF ROAD 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD L 93' 12' LANE 93' 68' 55' 14' AUXILIARY LANE 12' LANE R/PREVIOUS CE 12' LANE 14' LANE I I `-EXISTING PAVEMENT/SURFACE 12' LANE 14' LANE X. EP 2' SAWCUT PATCH (SEE PATCH NOTE `— THIS SHEET) SAWCUT AND MATCH EXISTING PAVEMENT/SURFACE EXISTING PAVEMENT 25' Sole: P'=5' ±43' EP it' 11' MEDIAN MEDIAN I 2" LANDSCAPE GRAVEL W/ 1- MAX DIAMETER/ 8" SOIL COMPACTED TO 90% M.D.D./ TYPE 2 SLURRY -AGGREGATE UP TO a APPLIED AT 0.6 GALLONS/SQUARE YARD; ASPHALT EMULSION SHOULD BE EITHER GRADE SSIH OR CSSIM AND SHALL CONFORM TO THE PROVISIONS IN CHAPTER 4, SECTION 94, "ASPHALT EMULSIONS", OF CALTRANS CONSTRUCTION MANUAL DATED JULY 2017. I 25' 11' 11' MEDIAN I MEDIAN I G TYP. SECTION OF FUTURE IMPROVEMENTS YY z z C7 0f�� CS r-, z Nn � 9 ,.' w w Sole: 1"=5' z CUi W CONSTRUCTION NOTES � QZ 2+00.00E -DIRECTION OF STATION LABEL ~ ® 0 CPi - BOUNDARY/PROPERTY LINEINSTALL 6" CURB PER DETAIL A ON SHEET C-2.2. R/W & > - EXISTING RIGHT OF WAY Z TOP OF FE OF TOP OF - PROPOSED RIGHT OF WAYSWALE INSTALL TYPE "M-1" MEDIAN CURB PER C.O.B. PLATE NO. ST -2 SWALE SWALE — -- PROPOSED STREET fL U I~ 7 7 - EXISTING STREET FL O INSTALL STANDARD WHEEL CHAIR RAMP PER C.O.S. STANDARD 5-18. r W u- - PROPOSED SIDEWALK r ' I W LLJH - PROPOSED FUTURE MEDIAN CURB O CONSTRUCT STANDARD 12' CROSS GUTTER PER C.O.S. STANDARD S-5. MATCH EXISTING GROUND ' - DIRECTION OF DRAINAGE la1 - EXISTING POWER POLE O CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.S. STANDARD S-1. r EX_lS�H nNG MpSCH 2%- TS LNG Q - EXISTING SEWER MANHOLE ' EX1 © - EXISTING CLEANOUT O SAWCUT EXISTING PAVEMENT AND MATCH —lei —_- EXISTING CONTOUR O7 INSTALL TYPE i SIDEWALK PER C.O.S. STANDARD S-15 ' 41 MAX OO - SURVEY MONUMENT - PROPOSED FIRE HYDRANTS ( CONSTRUCT 2' WIDE UNDERSIDEWALK DRAIN PER C.O.B. D-20 DRAINAGE SWALE - NEW SIDEWALK O9 RE -GRADE EXISTING DRAINAGE SWALE PER DETAIL 3 ON SHEET C-2.2. (/--���RE-GRADE ` 3 Sole: 1"=5' - NEW CONCRETE 10 CONSTRUCT 2" WEEP HOLES IN MEDIAN CURB EVERY 20' PER DETAIL A THIS SHEET. PATCH NOTE FOR FUTURE IMPROVEMENTS 0.5' HMA (TYPE A) / 1.20' CL2 AB / 0.80' OG COMPACTED TO 90% M.D.D. PER C.O.K. PUBLIC WORKS PLANS FOR CONSTRUCTION OF AUXILIARY LANE ALONG 7TH STANDARD ROAD (CONTRACT NO. 15008) MEDIAN T_ EXISTING MEDIAN 4' -� r S r i f -EXISTING EDGE OF PAVEMENT SIDEWALK OR LAND SEE PLAN ±43' 6" 4X] 6" CLASS °B" (5 SACK), CONCRETE CURB -CURB SHALL BE CONSTRUCTED PER CITY OF SHAFTER'S STANDARD �zl_ GENERAL NOTES. I PORTLAND CEMENT -,- CONCRETE 0.5' (6") NATIVE SOIL COMPACTED TO 90% M.D.D. A 6" STREET CURB Scale: 1":1' EP 6.1-1858 CITY RECORDS NO. W g M YY z z C7 0f�� CS r-, z Nn � 9 ,.' w w zlk�� z CUi W z � QZ W g Q YY z n E9 C7 0f�� CS Z m+ Nn � 9 ,.' w w zlk�� z CUi W z � QZ w W L) N Z Q J O � QZ W�OM ~ ® 0 CPi W 1— > Z 0 Cn CD U C:L Q W u- r W LLJH W Cn DESIGNER: MAS CHECKED BY: DOW DATE: 03/28/2019 DRAFTER: MAS SCALE: AS SHOWN COMP. NO: 5090300_STR JOB NO.: 509-03-00 SHEET C-2.2 5 OF 7 PRESERVE AND PROTECT IN PLACE ALL EXISTING UTILITIES — — — — — — — — — — — — — �Z — — — — — — — — — SAWCUT AND REMOVE 3,455 SF OF PAVEMENT; PORTION TO BE REMOVED SHALL REMAIN UNTIL ALL IMPROVEMENTS FROM THE ENTRANCE TO RAYMOND ST, ARE CONSTRUCTED AND NEW ACCESS EASEMENT HAS BEEN RECORDED. SEE GRADING PLAN FOR NEW IMPROVEMENTS. x - _ _ / EX. EP OF RAYMOND ST. i x — —x — T "....;\rr ;rX —\T -- \r �? -A _ W12 _. _ -._ —W12— — — — —W12— — — — l„ PRESERVE AND PROTECT IN PLACE ALL EXISTING UTILITIES SAWCUT ±130 LF OF EXISTING PAVEMENT —W16— — — —W16— __REMOVE ±93.4' OF GUARD RAIL DEMO PLAN SCALE: 1"=10' —W12 RAYMOND DST. M SCALE: 1"=10' I I �il li SAWCUT AND REMOVE 550 SF OF PAVEMENT I hI LI PRESERVE AND PROTECT IT— IDDD----PLACE ALL EXISTING UTILITIES —WtW E— _ s SAWCUT 107.8 LF OF EXISTING PAVEMENT GRAPHIC SCALE 10' 5' 0' 5' 10' IN FEET) 1 inch= 10 ft. 4MOVE ±35.7 L.F, OF EXISTING MEDIAN CURB ( CE OF SAWCUT AND REMOVE 1087 SF OF PAVEMENT- 7th STANDARD RD, FUTURE DEMO PLAN SCALE: 1"=20' W —W12 'W12 —W12 � > N l 4 ■ ' IN MEDIAN DEMO PLAN . —s— s716. _—�— ,.SAWCUT 142.4 LF OF EXISTING PAVEMENT GRAPHIC SCALE 20' 10' 0' 10' 20' ( IN FEET) 1 inch = 20 ft. 6.1-1858 CITY RECORDS NO. 17 W z VAN PUj Z Q J ® C) 1— 00 z o u) l/7 Ld Z Q Z > ®CL J < O V) U a_ F— LLJ -gam w L H- n Ljj LLJ F— DESIGNER: MAS CHECKED BY: DGW DATE: 03/28/2019 DRAFTER: MAS SCALE: AS SHOWN COMP. NO: 5090300_STR JOB NO.: 509-03-00 SHEET C-2.3 6 OF 7 LEGEND C.O.B. — CITY OF BAKERSFIELD BC — BEGIN CURVE BCR — BEGIN CURVE RETURN BVC — BEGIN VERTICAL CURVE Cl — CURVE INDEX (SEE CURVE TABLE) CL OR CE — CENTER LINE EC — END CURVE ECR — END CURVE RETURN EVC — END VERTICAL CURVE EP — EDGE OF PAVEMENT EX — EXISTING GB — GRADE BREAK H.P. — HIGH POINT R — PROPERTY LINE PI — POINT OF INTERSECTION POC — POINT ON CURVE POVC — POINT ON VERTICAL CURVE PRC — POINT OF REVERSE CURVE R/W — RIGHT OF WAY VPI — VERTICAL POINT OF INTERSECTION EP (55.80) — EXISTING EDGE OF PAVEMENT ELEVATION FL (55.99) — EXISTING FLOWLINE ELEVATION FS (55.99) — EXISTING FINISH SURFACE ELEVATION FG 50.98 — FINISH GRADE ELEVATION FL 50.62 — FLOWLINE ELEVATION FS 54.13 — FINISH SURFACE ELEVATION TC 55.88 — TOP OF CURB ELEVATION 35'L — DISTANCE LEFT OF CENTERLINE OF ROAD 35'R — DISTANCE RIGHT OF CENTERLINE OF ROAD 2+00.00E — DIRECTION OF STATION LABEL — BOUNDARY/PROPERTY LINE — EXISTING RIGHT OF WAY — PROPOSED RIGHT OF WAY — -- PROPOSED STREET FL — EXISTING STREET FL -- PROPOSED SIDEWALK — PROPOSED FUTURE MEDIAN CURB — DIRECTION OF DRAINAGE IQ, — EXISTING POWER POLE Q — EXISTING SEWER MANHOLE © — EXISTING CLEANOUT —2e, -- EXISTING CONTOUR OO — SURVEY MONUMENT — PROPOSED FIRE HYDRANTS — NEW SIDEWALK — NEW CONCRETE 6.1-1858 CITY RECORDS NO. 17 W z VAN PUj Z Q J ® C) 1— 00 z o u) l/7 Ld Z Q Z > ®CL J < O V) U a_ F— LLJ -gam w L H- n Ljj LLJ F— DESIGNER: MAS CHECKED BY: DGW DATE: 03/28/2019 DRAFTER: MAS SCALE: AS SHOWN COMP. NO: 5090300_STR JOB NO.: 509-03-00 SHEET C-2.3 6 OF 7 W12 _ - W12- - - C - 7-7 - STA: 0+79.33, 6124'L 27691 L.F. FS 417.17, BEGIN STRIPING STA 0+79.33, 49.151 FS 417.48, BEGIN STRIPING I I I I I I O I `' INSTALL PER C.O.S_8J S-66 JiCALTRANSSTOP" RSPPER A24D DETAIL Tj - - - - - - - - - - _ / -Wl�- _.. _vj PAINT 20 L.F. 1'-0" STOP -- -- Wi '- INE -PER C&TRANS-RSP —_— _ ----- � ..,.. ...�.� A24E DETAIL - FS 418.26, END STRIPING 376169 L.F. STA: 2+47.69. 49 22'L FS 419.60, END STRIPING �— NO U—TURN SIGN 0 LEFT TURN SIGN R3-18 a o-- -�. „ -o o- o--s-s.T}OO® -o �---a - SEE NOTE 4 BLOW - --- 2+100 PROTECT IN PLACE EXISTING DELINEATORS (TYP.) -- - ----------- u - - - - --- ----------- a RIGHT LANE MUST TURN RIGHT R3 -7(R) STA 5+00 �) TYPE IV (R) ARRO 0 ONE-WAY SIGN R6 -1(R) 3+00 SEE NOTE 4 BELOW j MUM SIGNS AND STRIPING PLAN STRIPING NOTES: 1. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE MATH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2015 STANDARD PLANS. 2. ALL SIGNS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). 3. STRIPING, REMOVAL OF STRIPING, AND MATERIALS SHALL ALL MEET COUNTY OF KERN STANDARDS. 4. SIGNS IN MEDIAN SIGN SHALL BE INSTALLED IN A METAL SLEEVE CORED INTO PAVING PER THE CITY ENGINEER LLL Q LEGEND � O LLj C.O.B. - CITY OF BAKERSFIELD L0 C.O.K. - COUNTY OF KERN M C.O.S. - CITY OF SHAFTER 8 O z 8C - BEGIN CURVE ITT c BCR - BEGIN CURVE RETURN z $ ¢ z BVC - BEGIN VERTICAL CURVE Cl - CURVE INDEX (SEE CURVE TABLE) q MN` E G w 4 E CL OR Cf - CENTER LINE �c DESIGNER: z EC - END CURVE DGW GRAPHIC SCALE DATE: 03/28/2019 ECR - END CURVE RETURN U SCALE: 0 EVC - END VERTICAL CURVE Z EP - EDGE OF PAVEMENT NO: 5090300_STR EX - EXISTING z O GB - GRADE BREAK U N.P. - HIGH POINT RTY LINE - - - - - - -- - PI - POINT OF INTERSECTION POC - POINT ON CURVE ® - - a - - - -- -- - - POVC PRC -POINT ON VERTICAL CURVE -POINT OF REVERSE CURVE - -- -W12- - -�� ®-- 12 _ - - _ _ _ _ _ __ _ __ -- ,_ W76-W��i--©� -W78 -W76-- - _ _ -U✓76- - -- - -W76- - -V R/W VPl -RIGHT OF WAY - VERTICAL POINT OF INTERSECTION , EP (55.80) - EXISTING EDGE OF PAVEMENT ELEVATION — - - -- - 55.99 -EXISTING FLOWLINE ELEVATION REMOVE ±121.4 EX. STRIPING-w----1---1- 7. ___'�REMOVE lt. -,�,�-- �-�--- FS (55.99) FG 50.9 - EXISTING FINISH SURFACE ELEVATION - FINISH ADE ELEVA EXISTING ARROWS---- ---`- . FL 50.62 - FLONUNE ELEVATIONTION FS 54.13 - FINISH SURFACE ELEVATION REMOVE ±392.9' EX. STRIPING TC 55.88 - TOP OF CURB ELEVATION 35'L - DISTANCE LEFT or CENTERLINE OF ROAD _. ___-.„.,,. ....m...�...... ._....,. ---� --- - ---- -•--- 35R - DISTANCE RICHT OF CENTERLINE OF ROAD 2+00-OOE - DIRECTION OF STATION LABEL —_..._ -_....e..— ........-_�,,,,,�...� -BOUNDARY/PROPERTY LINE .-- ------ - -.-�..-.-.- ----- EXISTING RIGHT OF WAY ------ PROPOSED RIGHT OF WAY REMOVE t172 EX STRIPING AND DELINEATORS PROPOSED STREET FL ...._ --,-- �.,�,- _ EXISTING STREET PROPOSED SIDEWALK o -e --1i00 -o �---�- - 1- - 2+I00 PROPOSED FUTURE MEDIAN CURB - - -I-- - - - - - I _ 4+I00 I 5T_ ~ - DIRECTION OF DRAINAGE _ l0u - EXISTING POWER POLE QS - EXISTING SEWER MANHOLE - EXISTING CLEANOUT --281 --- EXISTING CONTOUR OO - SURVEY MONUMENT 7thSTANDARD R D - PROPOSED FIRE HYDRANTS . 0 - NEW SIDEWALK DEMO STRIPING PLAN -NEW CONCRETE W12 _ - W12- - - C - 7-7 - STA: 0+79.33, 6124'L 27691 L.F. FS 417.17, BEGIN STRIPING STA 0+79.33, 49.151 FS 417.48, BEGIN STRIPING I I I I I I O I `' INSTALL PER C.O.S_8J S-66 JiCALTRANSSTOP" RSPPER A24D DETAIL Tj - - - - - - - - - - _ / -Wl�- _.. _vj PAINT 20 L.F. 1'-0" STOP -- -- Wi '- INE -PER C&TRANS-RSP —_— _ ----- � ..,.. ...�.� A24E DETAIL - FS 418.26, END STRIPING 376169 L.F. STA: 2+47.69. 49 22'L FS 419.60, END STRIPING �— NO U—TURN SIGN 0 LEFT TURN SIGN R3-18 a o-- -�. „ -o o- o--s-s.T}OO® -o �---a - SEE NOTE 4 BLOW - --- 2+100 PROTECT IN PLACE EXISTING DELINEATORS (TYP.) -- - ----------- u - - - - --- ----------- a RIGHT LANE MUST TURN RIGHT R3 -7(R) STA 5+00 �) TYPE IV (R) ARRO 0 ONE-WAY SIGN R6 -1(R) 3+00 SEE NOTE 4 BELOW j MUM SIGNS AND STRIPING PLAN STRIPING NOTES: 1. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE MATH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2015 STANDARD PLANS. 2. ALL SIGNS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). 3. STRIPING, REMOVAL OF STRIPING, AND MATERIALS SHALL ALL MEET COUNTY OF KERN STANDARDS. 4. SIGNS IN MEDIAN SIGN SHALL BE INSTALLED IN A METAL SLEEVE CORED INTO PAVING PER THE CITY ENGINEER uj u V) 6+- Q - LLL Q ® � O LLj z L0 M N 8 O z LT] ITT c z $ ¢ z cc W q MN` E G w 4 E o �c DESIGNER: z Rm : w y DGW GRAPHIC SCALE DATE: 03/28/2019 20' 10, 0. 10, 20' DRAFTER: U SCALE: 0 AS SHOWN Z I inch = 20 ft. J NO: 5090300_STR 1n z O U uj u V) 6+- Q - JOB NO.: 509-03-0 SHEET 6.1-1858 C-2.4 7 CITY RECORDS 140. 1 of 7 LLL Q ® � LLj L"Lj_w�L') Ld W DESIGNER: MAS CHECKED BY: DGW GRAPHIC SCALE DATE: 03/28/2019 20' 10, 0. 10, 20' DRAFTER: MAS SCALE: AS SHOWN (IN FEET) I inch = 20 ft. COMP. NO: 5090300_STR JOB NO.: 509-03-0 SHEET 6.1-1858 C-2.4 7 CITY RECORDS 140. 1 of 7