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SP4610 - SP4621
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Last modified
7/8/2024 1:17:31 PM
Creation date
1/23/2016 1:15:30 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Austin Road Improvements
Limits
Louise Avenue to French Camp Road
Year
2007
Project Engineer
Kaila Cappel
Roads Worked
Austin Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4610 - SP4621
Type
Improvements
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F 0.30' Asphalt Concrete <br /> CLNS'L over shaped and compacted <br /> Limits of Clearing and Grubbing, native material. <br /> � 4' Minimum — -{ Existing I and Mailbox Relocation Exist. Driveway A <br /> Surface -- Conform ® E.P. <br /> I 16' - 4 --EP- <br /> -Z= Earthwork's <br /> I-- 11'-12' 4 (Misc. 4' <br /> Saw cul exist. (Earthwork Areas)0.50' ' <br /> Concrete <br /> Asphalt A.C. or P.C.C. Roadway € Saw cut existing A.C. <br /> Concrete I Driveways Widening 9 Conform <br /> or P.C.C. Driveways <br /> PAVEMENT REPAIR DETAIL I %— i A <br /> - - <br /> Note: Width (4' minimum). Approximate dimensions _.. Existing Width_ <br /> used for estimatingpurposes are available upon Existing Roadway 0.30' Asphalt Concrete 1—Mn <br /> request. Dimensionand locations are subject to I 9 0.15" A.C. over shaped and TYPE D <br /> change at Engineers discretion. 0.17'-0.21' A.C. P 1.[ <br /> Overlay 8't compacted native <br /> --� Note: Portions of existing concrete driveway <br /> shall be removed from the edge of pavement <br /> m SECTION A—A to distances mentioned below. Concrete shall <br /> i be sow cut to provide a neat straight joint <br /> o (0 Payment for Removal of A.C. Driveway shall be at the conform line. <br /> m <br /> paid for under Earthwork Roadway Widening Item. Concrete Driveways <br /> (e) Payment for Removal of P.C.C. Driveway sholl be Station 44+40t (Lt.) 8' from E.P. <br /> i s paid for under Removing Concrete Item. Station 64+01 ± (Rt.) 8" from E.P. <br /> 0 <br /> W <br /> > m - Station 95+54t (RL) 8' from E.P. <br /> r. tft�4lrecq f <br /> LIP <br /> 12'yVSqcover <br /> � Standard frame and VW, !k t Conform ® E.P. <br /> Dia. or assemblywW` " EP <br /> wA.C. Overlay6„ (Refer to SJCO Std. 6' <br /> Deg. Co SJC x r� m 4' 16'—v- j <br /> X C Construto grade rn <br /> to Overlay R ::7R 4' <br /> 4" 0 o p (See Plans) <br /> 8 Eo3 !° " Existing A.C. ^ I Conform <br /> Exist. Roadway "` o'o p _Driveway C. <br /> P.C.C.-- _ 6" Saw Cut j / o Existin Width <br /> 3" -- 1 Var. <br /> / <br /> _____. vm_ _ 12 Min. <br /> / Exist. survey monument TYPE E <br /> !� Undisturbed to remain in place and 0.30' A.C. TvpC C' 0.36' A.C. J <br /> 9 basement soil undisturbed. TYPE F <br /> O SECTION F-F Variable depth Asphalt Concrete <br /> Ste. (Lt.)38+26t <br /> Mon.(Lid) Elev. (50.61) over existing paved driveway. <br /> SURVEY MONUMENT DETAIL (ear) Elev. (50.12) Driveway Type "F" <br /> m Location Shall be paid for under Driveways Type "D" TYPICAL DRIVEWAY DETAILS <br /> + i Ste. 36+46t (30' Rt.) Item of work. <br /> 0 <br /> tt <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS AUSTIN ROAD IMPROVEMENTS Sheet No. <br /> (Louise Avenue to French Camp Road) 10 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER PATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />
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