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SP4299 - SP4306
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SP4299 - SP4306
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Last modified
7/12/2024 8:00:16 AM
Creation date
1/23/2016 1:08:05 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Howard Road Resurfacing
Limits
Middle River to Roberts Road
Year
2007
Project Engineer
Kaila Cassal
Roads Worked
Howard Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4299 - SP4306
Type
Resurfacing
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4' Minimum Existing <br /> Surface <br /> Conform 0 E.P. <br /> 77-77 77 EP <br /> 4' <br /> 0.50' Asphalt <br /> Concrete <br /> Conform <br /> Existina Width <br /> PAVEMENT REPAIR DETAIL 12 Min. <br /> Note: Width (4' minimum). Approximate TYPE D <br /> dimensions used for estimating purposes are 0.30' Asphalt Concrete over shaped <br /> available upon request. Dimensions and locations <br /> are subject to change at Engineer's discretion.71 <br /> and compacted native material. <br /> RW CO/7Sf <br /> 0 30' <br /> 0 Earthwork <br /> 22' <br /> `^ Misc. Areas <br /> i <br /> N Conform ® E.P. <br /> o <br /> o I <br /> " 3. 4. <br /> i o 2.Match Adjacent Max. EP <br /> 1 m Ditch Slope ��t. �8= ----- --j--- <br /> = Iz ` �! - - - R R 4' <br /> D <br /> OL rri <br /> - „ , HE Existing Road <br /> ]=I r Shoulder <br /> �� Conform Backing Conform <br /> ,H Import Borrow shall be a clay loam selected Existing Width <br /> �y'� for its ability to resist erosion. Material for 12' Min. <br /> ' 90% Relative Compaction Import Borrow shall be paid for by Force <br /> _ On Imported Borrow Account. Placement of Import Borrow shall be TYPE E <br /> Existing Ditch paid for under Eorthwork (Miscellaneous Areas). <br /> �JDt(, . -kJjr-JAt <br /> EROSION REPAIR DETAIL A T-' a7 ��� variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> Sto. 373+00± to 378+20t (Lt.) <br /> cn For locations of isolated areas of Erosion Repair <br /> v throughout the project. See Sheet 8 <br /> Repair erosion and voids caused by rodents TYPICAL DRIVEWAY DETAIL <br /> by benching a minimum of 1' into sound material and -_ <br /> recompacting native or import borrow to o �v <br /> M minimum of 90% relative compaction. Date: U7,, L Li Lv v <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN W SME CONSTRUCTION DETAILS HOWARD ROAD RESURFACING Sheet <br /> (Middle River to Roberts Road) 7 of 8 8 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> En-riaue.Si[va 03/07 . - - --A N/.� L. // /_ ylT.. --./ .,.: I JC4/ <br />
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