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Home My WebLink About5.2-7279IMPROVEMENT PLANS FOR PARCEL MAP NO. 7279 COUNTY OF KERN GENERAL NOTES (City, of Bokersfield GENERAL NOTES (C0 nty, of Kern COUNTY OF KERN STANDARD DRAWINGS APPLICABLE TO THIS SET PLATE NO. PLATE TITLE R- SA R-17 R-27 R-28 R - 36 TYPE 'A' LOCAL STREET ALLEYS CURB AND GUTTER STAND~,RD DRIVEWAY APPROACH EXCAVATION AND BACKFILL DETAILS BACKFILL REQUIREMENTS ON A/C STR£E75 S-1 S-3 S-S S-6 S-7 S-8. TYPICAL TRENCH SECTION IN PAVED AREAS BUILDING SEWER STANDARD PRECAST MANHOLE INSTALLATION CAST IRON FRAI~ AND COVER STD. RODDING INLET 6" C.I. RISER FRAME AND COVER CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE TO THIS SET STANDARD DRAWING NO. S-1 S-2 S-3 S-4 S-Z5 S-26 S-27 S-6 S-7 $-8 S-Z0 S-Z2 S-39 S-41 STANDARD CUR~ { GUTTER COI~RICAL DRIVEWAY STAND/uRD SIDEWALK RESIDENCE DRIVEWAY STREET SPECIFICATIONS STREET SECTIONS STREET CROSS SECTIONS STANDARD PAVEMENT PATCHES STANDARD MANHOLES STANDARD FRAMES AND COVER STANDARD 6" CLEAN-OUT STANDARD HOUSE CONNECTION STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS WHEELCHAIR RAMPS AND ALLEY RETURN 1. THE WORK EMBRACED HEREIN SHALL BE DONE IN ACCORDANCE WITH 'HIE APPROPRIATE PROVISIONS OF THE SPECIFICATIONS ENTITLED CITY OF BAKERSFLELD, STANDARD SPECIFICATIONS, REVISED INSOFAR AS THE SANE HAY APPLY, WiIICH SPECIFICATIONS HEREINAFTER ARE REFERRED TO AS THE STANDARD SPECIFICATIONS. Z. THE SANITARY SEWER SYSTEM AND HOUSE CONNECTIONS TOGETIIER WITH WATER HAIN, GAS MAINS AND THEIR RESPECTIVE SERVICE CONNECTIONS SHALL BE COMPLETED IN THE STREET BEFORE COMPLETIONS OF THE STREET SURFACING. 3. INSTALL SIDEWALKS, CURBS AND GUTTERS AS PER STANDARD SPECIFICATIONS AND IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. CURBS AND GUTTERS SHALL BE CONSTRUCTED BEFORE PLACING THE STREET SURFACING AND BASE COURSE. ~. PERMITS MUST BE OBTAINED AND FEES PAID IN ACCORDANCE WITH ORDINANCES OF THE CITY OF BAKERSFIELD. $. ALL STREETS SHALL BE SURFACED IN ACCORDANCE WITH THIS PLAN AND THE FOLL- OWING SPECIFICATIONS: a) 6-INCH SUB-GRADE AND ALL FILL IN EXCESS OF 6INCHES WILL BE COMPACTED IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORT- ATION, SECTION 19 OF STANDARD SPECIFICATION DATED JANUARY 1981. b) AGGREGATE BASE SHALL CONFORM TO AND BE PLACED IN ACCORDANCE WITH THE STATE OF CALIFORNIA,.DEPARTMENT OF TRANSPORTATION, SECTION 26 OF STAN- DARD SPECSFICATIONS DATED JANUARY 1981: c) ASPHALT CONCRETE SURFACING SHALL BE ~YPE B WITH 3/4 - INCH MAXIMUM- MEDIUM AGGREGATE USING AR 4000 PENETRATION ASPHALT, CONFORMING TO AND PLACED IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, SECTION ~9 OF STANDARD SPECIFICATIONS DATED JANUARY 1981. 6. THE TRANSITION BETWEEN THE EDGE AND END OF THE REQUIRED STREET SURFACING AND THE EXISTING SURFACING OR GROUND SHALL NOT HAVE A SLOPE STEEPER THAN 5%. 7. TRAFFIC REQUIRE/4ENTS: a) ALL SIGNING, DETOURINGi AND BARRICADING SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS DATED 1977, ISSUED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTION. b) ALL SIGNS SHALL BE REFLECTORIZED FOR NIGHT TIME VISIBILITY. c) HIGH LEVEL WARNING DEVICES SHALL BE USED ON ALL APPROACHES TO THE CONSTRUCTION AREA. d) ONE TWELVE-FOOT DRIVING LANE MUST BE MA!NTAJNED IN EACH DIRECTION AT ALL TIMES. e) NO PI~BLIC STREET SHALL BE CLOSED WITHOUT PRIOR APPROVAL FROM THE CITY TRAFFIC ENGINEER. £) STREET WORK PERMITS ISSUED TO ALLOW WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE REVOKED IF THE ABOVE REQUIREMENTS OF SUBPARAGRAPHS A THOUGH E ARE NOT STRINGENTLY COMPLIED WITH BY THE DEVELOPER'S FORCES DURING OFF-SITE STREET IMPROVEMENT CONSTRUCTION OPERATIONS. REVOKED PERMITS SHALL NOT BE RE-ISSUED UNTIL SUCH TIME AS THE PUBLIC WORKS DIRECTOR IS SATISFIED THAT THE DEVELOPER'S CONTRACTORS WILL PERFORM THEIR OPERATIONS IN COMPLIANCE WITH THE ABOVE REQUIREMENTS, INCLUDING THE CONDITIONS OF THE STREET WORK PERMITS.. 8. EXISTING PAVEMENT SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL UTILITIES ARE COMPLETE AND PAVING CONTRACTOR IS READY TO REPAIR WITHIN 5 DAYS.. 9. CONSTRUCT WHEELCHAIR RAMPS AND FINISH RAMP SURFACE AS DIRECTED BY THE ENGINEER. 10. AT LEAST 24 HOURS PRIOR TO START OF CONSTRUCTION THE CONTRACTOR IS TO NOTIFY THE CITY OF BAKERSFIELD FOR INSPECTION AND TESTING. 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH KERN COUNTY SUBDIVISION. STANDARDS, AND OTHER COUNTY ADOPTED POLICY. STREET IMPROVEMENTS SHALL BE AS.REQUIRED FOR TYPE A SUBDIVISIONS.~4/~b'.Z~M~,~-~,,~/~Z-~ 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JANUARY 1984 AS MODIFIED AND DETERMINED APPLICABLE BY THE KERN COUNTY ROAD ~"0{~ISSIONER AND DIRECTOR OF PUBLIC WORKS. ~. ANY WORK WHICH AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OR TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 4. ELEVATIONS AND GRADES SHOMN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 5. ON LOCAL STREETS, CROWN HEIGHT SHALL BE 6" ABOVE HIGHEST GUTTER. MAXIMUM CROSS FALL BETWEEN GUTTER SHALL BE 6". 6. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. 7. INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE KERN COUNTY ROAD COMMISSIONER. 8. PRIOR TO START OF ANY EARTHWORK, suBDIVIDER SHALL OBTAIN A GR~ING PERMIT AS REQUIRED BY COUNTY ADOPTED (MODIFIED) CHAPTER 70 OF U.B.C. AND GRADING ORDINAI~CE. go 10. 11. 12. 13. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUITS, CANALS, AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. Relative compaction of not less than 95% shall be obtained for a minimum depth of 0.5 feet below grading p]ane for the entire width of pavement (]ip of gutter to lip of gutter). In addition, re]ative compaction of not less than 95~ shall be obtained for a minimun depth of 1.0 foot below finish grade on local streets (1.5' or 2.0' as directed by Road Commissioner on major and secondary roadways) for the width of the traveled way plus 3 feet on each side. Example: Traveled way on local street is 12' each side of centerline, therefore width for 1' depth is 12' + 3' + 12' + 3' = 30'. Asphalt rejuvenating agent shall be applied to new asphalt concrete pavement in accordance with the provisions for fog seal in Section 37, Bituminus Seals, of the State Department of Transportation Standard Specifications, current edition, and the State Department of Transportation Standard Special Provisions currently in effect. New streets shall be extended at intersections as directed by the Road Commissioner in order to provide a tie into existing street pavement. If approved in writing by the Road Commissioner, an alternate pavement design using Class III Aggregate Base and a thicker A.C. section mQy be used. _.INDEX SHEET I. 2. 3. TO DRAWINGS DESCRIPTION TITLE SHEET, NOTES 6 DETAILS STREET IMPROVEMENT PLANS SEWER PLANS 14 Wheelchair ramps shall be constructed at all curb returns, see Plates R-30 & 31 of the Subdivision Standards. 15. All streets and alley have been designed for a Traffic Index of 4.75, For secondary or major highways the actual thickness of the pavement section shall be increased with corresponding reduction of width as directed by the Road Commissioner. 16. All street5 and alley have been designed using a minimum "R" value of 30. Should further testinG 5how a lower "R" value of the actual in place material, streets shall be redesigned according to the lower "R' value, in accordance with Road Commission's policy. 17 Any layer of "R" value material specified in the typical cross-section may be increased in depth provided that the material below that layer has no less than the minimum thickness shown. General Notes (County and City) C.~)NTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RES- PONS{IBILITY FOR JOB SITE CONDITI?NS .DURING THE COURSE OF CONSTRUC- TION OF THIS PROJECT, INCLUDING SAFETY OF AkL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEM- NIFY ANO HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR, ALLEGED, IN CONNECTION WITH THE PERFORb~ANCEOF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTE: 1, 24 HOUR NOTICE REQURED FOR INSPECTION AND TESTING. BENCHMARK USED: BENC_,I'MARK SET: (CITY DATUM) 30'-+ SOUTH QF (COUNTY PARK CIRCLE DRIVE ,,o,, T.C. at CE Jones St. ON SOUTH END OF C.B. EAST Elev.- 383.93 SIDE OF STINE RD. ELEV.= 383.13' (Set per Tr. 3673 as shown on Sreet Improvement plans), 'CHISELED ":l" { SOUTH El,ID OF BELLE TERRACE. O, ./7 ,/,,~ ELEV. - 384,. 92 ' jo ~/-~v'¢ DATUM) Cpr. pt. c,m. 13"dp. R.E. 4731 and N.ly R/W Belie Terrace Per KCS Ff~. 830 PG. 64 ZCOMPACTION TESTS WILL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF TESTS WILL BE DETERMINED BY THE CITY ENGINEER, ANO KERN COUNTY ROAD COMMISSIONER. EXHIBIT "A" ~EMERAL NOTE, (CITY AND COUNTY) _ COUNTY Mr .,liII'LLIFI I~/.~IIRRAd VICINITY MAP SUBMITTED BY: ~.~ · . ov o ~Ci~ [~i~, City of ~k~sf~ D~r~c~ of ~ublic ~rk~, ~ounty Of' K~rn IMPROVEMENT PLANS FOR RM. NO. 7279 ¢ 21ll "L" ~TREET / i MOM Mii-3~-~lie · MJ'-71~3