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SP2805 - SP2811
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Last modified
7/12/2024 10:06:44 AM
Creation date
1/23/2016 12:50:13 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Armstrong and Mundy Roads Resurfacing
Limits
Armstrong Road: N 99 Frontage Road (E) to Curry Avenue Mundy Road: Armstrong Road to Hogan Lane
Year
2003
Roads Worked
Armstrong Rd., Mundy Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP2805 - SP2811
Type
Resurfacing
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{► 4' Minimum Existing -- _ Conform ® E.P. <br /> Surface - EP <br /> 0.30' Asphalt Concrete Conform <br /> Note: Existing Width <br /> Width (4' Minimum) 12' Min. <br /> Approximate dimensions used for estimating purposes 0.30' Asphalt Concrete over shape <br /> are available upon request. Dimensions and locations and compacted native material. <br /> are subject to change at Engineers discretion. <br /> Note: Portions of three existing concrete driveways at the following locations: <br /> PAVEMENT REPAIR DETAIL <br /> ARMSTRONG ROAD MUNDY ROAD <br /> Standard frame and <br /> Distance Distance <br /> 12• cover assembly (Refer Location EP To Conform Location EP To Conform <br /> Dla. or sq. to SJCO Std.Dwg. Sta. 7+35 (Rt.) 4' Sta. 1+50 (Lt.) 5' (Joint) <br /> m A.C. Overlay s' CW—M1) - Sta. 9+85 (Rt.) 4' <br /> i <br /> 0 4 Shall be saw—cut and removed from the edge of pavement (EP) to the <br /> •' �""°"• distance shown above to provide a neat straight line. Removal of concrete <br /> Exist. .... I � i,NY;;:I+N•Y•4 <br /> 3 Roadwa ` ::;P E: 3, _ e'e.;.�;:?;; ; :;}. shall be considered as included in the contract Lump Sum price for "Clearing <br /> y Y q::::..::..:.:.:...• :.;..:::.;::.;::.::: <br /> >' AIMIiYiMe and Grubbing." �-�/ <br /> P'. •.Survey monuments x 30" iron in I 1 PE D <br /> T Undisturbed J Y p - - <br /> F basement soil with identification marks (To be - <br /> 8 z installed by others) <br /> SURVEY MONUMENT DETAIL <br /> i 1° Conform 0 E.P. <br /> a IF "7�EP <br /> Cc Iw'd T <br /> See 1 10'� 10' See i4• R R <br /> Shoulder I Shoulder <br /> Details Details <br /> R = Conform \ / <br /> kA < { l l existing radii —Conform I <br /> ------- ------- Variable depth Asphalt Concrete <br /> N L __ ___ ____ -J <br /> over existing paved driveway. <br /> A A.C. Leveling Existing Roadway - <br /> TYPE E <br /> Fn <br /> ASPHALT CONCRETE (TYPE B) LEVELING DETAIL TYPICAL DRIVEWAYS <br /> i Armstrong Road: Sta. 47+10 Sta. 47+65 <br /> (Surfacing not shown for clarity) <br /> i <br /> COUNTY OF SAN JOAQUINRESURFACING 6 of 7 NO SCALE CONSTRUCTION DETAILS ARMSTRONG AND MUNDY ROADS Sheet No. <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE APPROVAL RECOMMENDED D'A'TE <br /> .�aniJ9dio,y` 2/aQ ��'H+ 4� , N131 4JIVG( ei' <br />
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