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SP6206 - SP6210
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SP6206 - SP6210
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Last modified
7/8/2024 12:02:22 PM
Creation date
8/15/2023 3:51:59 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Jahant Road Resurfacing Project
Limits
Elliott Road to Tully Road
Year
2013
Project Engineer
Hadi Tabatabaee
Roads Worked
Jahant Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP6206 - SP6210
Type
Resurfacing
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�Conform <br />@ EP (New) A <br />Conform <br />EP (New) <br />New EP Fj� B New EP <br />0.30Asphalt Concrete over 8, <br />1:1 shaped & compacted native. 1:1 <br />A <br />Existing Width Conform <br />12' Min <br />TYPE D <br />C nst New <br />EP Driveway <br />�^ AC Overlay 8' n <br />0 <br />0 <br />Var_ 3 <br />Existing 0.30' AC Exist <br />Roadway Surface <br />SECTION A—A <br />Variable depth Asphalt <br />R Concrete over existing paved <br />driveways and frontages. <br />Conform <br />0.04' B <br />over exist <br />su face. Existing Width <br />12' Min <br />TYPE E <br />Const New <br />EP Driveway <br />F �^ AC Overlay 8' o <br />0 <br />0 <br />Var. 3 <br />Var 0.04' <br />— — max) — — <br />' _ J <br />Existing AC r over Exist <br />Roadway exist surface Surface <br />TYPICAL DRIVEWAY DETAILS <br />Concrete Driveways <br />Sta 16+88, Sta 19+14° Sta 36+40 <br />Sta 36+91, Ste 78+35 and Sta 96+61* <br />SECTION B—B <br />Asphalt Concrete (2" thick) 12" <br />(3/a" max aggregate size) Dia or Sq Survey Monument <br />Mon Frame & Cover <br />1 See SJ Co. Std <br />AC Overlay 1 Drawing CW—M1 <br />i ",. 2 <br />Line or <br />saw cut <br />3„ <br />' 6" OD <br />PVC pipe <br />I <br />Existing Survey Monumental <br />(to remain in place) Undisturbed <br />basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />Jahant Road: Sta 31+80, Sta 45+21, <br />Sta 71 +93, Sta 85+27, Sta 85+47 <br />NOTE: <br />❑ Elevation of frame shall match finished grade of pavement Y8" f. <br />2❑ Class 3 PCC collar placed around monument frame. <br />NOTE: Portion of existing concrete driveway shall be <br />removed from the edge of pavement to the distance listed <br />above. Concrete shall be saw cut to provide a neat joint <br />at the conform line. RECt."PID DRAWING <br />a✓ <br />*Concrete Driveway at Sta 96+91 Lt slopes up and Corfef%t Zm i>hn ROb�CS <br />shall not be saw cut. Place 2' AC apron on top. NO i <br />sto - - we+kveay fpIC� Date `j-/7-13 <br />i <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />R. F DYSC6K f 03/2013 / ' f 5/Z!/SV'iwies/Z/' J <br />-----� <br />Existing <br />Roadway <br />0.50' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width <br />(4' <br />minimum). <br />Dimensions and <br />locations will <br />be <br />determined <br />by the Engineer. <br />JAHANT <br />ROAD <br />RESURFACING <br />(Elliott <br />Road <br />to <br />Tully <br />Road) <br />Existing <br />Surface <br />Sheet No. <br />4 of 5 <br />
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