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SP3016 - SP3024
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Last modified
9/26/2023 4:31:30 PM
Creation date
1/23/2016 12:54:48 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Sonoma Avenue Improvements
Limits
Franklin Avenue to Mission Road
Year
2005
Project Engineer
Jeff Levers
Roads Worked
Sonoma Ave.
Red Lines
No
Supplemental fields
Cross Ref
SP3016 - SP3024
DocCategory
Improvement Plans
Type
Improvements
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1'—o" 4'-0" 12" 12" 1 12" <br /> At Grass Broom Finish Surface <br /> Areas 1" 4' Min. <br /> Conform to ExistingU See Note Below <br /> Concrete Driveways 1-1/2"x3-1/2" Key ; <br /> y Unless Poured5 in Existing Surface Conform to <br /> Monolithic <br /> A Planed Surface <br /> 29 a _ — — - - — <br /> ni o <br /> — — <br /> e <br /> 12• - 0.50' Asphalt Concrete <br /> —I (Typ-) 12 6 Note: Width (4' minimum). <br /> 5 No. 9 steel 8 <br /> 5/ " x 24" Ion 6" Approximate dimensions used for estimating purposes dowels, greased and wrapped 4' (Min.) Aggregate Subbase, -Place Asphalt Concrete are available upon request. Dimensions and locations <br /> one side through all Class IV. Compacted to a min. (Mist. Areas) are subject to change at Engineer's discretion. <br /> expansion joints relative compaction of 90% <br /> • Note: Depress Curb, Gutter and Sidewalk as necessary to match existing PAVEMENT REPAIR DETAIL <br /> driveway grades. 3" nominal curb height may be reduced to a <br /> minimum of 1" for isolated locations. A 3' transition shall be placed <br /> between sections of normal C.G. & S. and depressed C.G. & S. <br /> 9 CURB, GUTTER AND SIDEWALK <br /> (See Summary of Quantities for Locations) <br /> 0 <br /> o > Exist. P.C.C. Driveway 4'-0" 2'-0" <br /> o `P' P.C.C. Sidewalk Curb & Gutter 1-1/2" dia. PVC Pipes <br /> Gutter Flow Line <br /> m z r <br /> m <br /> a n Place a catch <br /> basin filter <br /> BExist. Driveway <br /> Drainage Facility to ' V (2) 1-1/2` dia. PVC Pipe <br /> z remain in place ��` ��VJJ Connected to Exist. 12" Note, <br /> i Drainage Facility The Storm Drain inlet Protection <br /> unit (Catch Basin Filter) is to <br /> Note: Adjust joint spacing to allow placement of a remain in place and functioning <br /> score line directly over center of drain pipes. Ci-C from the beginning of the working <br /> SECTION <br /> ILI, N days until the end of the project. <br /> a <br /> MINOR CONCRETE WITH PROTECTION FOR <br /> M DRIVEWAY DRAINAGE FACILITIES EXISTING DRAINAGE INLET <br /> 0Sta. 18+27 (Lt.) <br /> Sta. 18+45 (Lt.) <br /> J COUNTY OF SAN JO No SCALE CONSTRUCTION DETAILS SONOMA AVENUE IMPROVEMENTS sheet190- <br /> DRAWN <br /> (Franklin Avenue to Mission Road) 8 of <br /> BY DATE PROJECT ENGINEER PATE CHECKED DATE APPROVAL R COMMENDED DATE <br />
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