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Last modified
7/15/2024 8:54:44 AM
Creation date
1/23/2016 12:38:53 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Locke Road Resurfacing
Limits
Tretheway Road to State Highway Route 88
Year
2001
Project Engineer
Deen Gilman
Roads Worked
Locke Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
CrossRef
SP2289 - SP2295
Type
Resurfacing
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CoI o nst. GENERAL NOTES <br /> Limits of Clearing and Grubbing 1 . Contractor shall scarify native soil adjacent to pavement to a <br /> 1' 4' 10" 10" 4' i' depth of 6 inches and blend shoulder backing material prior to <br /> compaction, limits of this work is confined to intersection radii <br /> Conform �18" Pavement Reinforcing Fabric{ Conform plus 100 feet each direction. <br /> `or. �Var. Va_ r-- yar 2. All shoulder backing work (except for final shoulder grading) <br /> - - -�� shall be completed prior to placing final layer of asphalt concete. <br /> \� — - - _ - - - _ - - _ J� 3 Asphalt Concrete shall be placed as noted below: <br /> Shoulder Backing Existing Roadway 0.25' Asphalt Concrete Overlay 0.25' A.C. Thickness: Two (2) layers with reinforcing fabric over <br /> Depth Varies, (Typ. TYPICAL SECTION existing or prepared surface. <br /> 4. All fences shall remain in place. <br /> 1 Limits of Mailbox relocation Sto. 0+45 to Sta. 86+50 <br /> 5. A.C. overlay placement shall not begin until pavement repair <br /> and leveling has been in place for 24 hours. <br /> Const. <br /> I o <br /> Limits of Clearing and Grubbing <br /> 52 10' 0' 751 <br /> A I <br /> Refer toT` o - - <br /> oShoulder Backing —Existing Roadway o Leveling Asphalt Concrete <br /> x o Details above Depth Varies <br /> s ASPHALT CONCRETE (TYPE B)) (LEVELING) <br /> i i Sta. 15+00 to Sta. 33+00; Sta. 37+00 (Lt.) to Sta. 39+00 (Lt.); Sta. 41 +00 to Sta. 47+50 <br /> 5 m Sta. 49+00 to Sta. 51 +00; Sta. 55+00 (Lt.) to Sta. 56+50 (Lt.) & Sta. 61 +50 to Sta. 63+00 <br /> x <br /> s <br /> R/W Const. R/W <br /> z 25' 25' <br /> 4' 16' 16' 4' <br /> (( �ar. Var., <br /> U <br /> f 0.04' A.C. Existing Roadway 0.12' Asphalt Concrete Overlay 0.04' A.C. <br /> A TYPICAL SECTION <br /> m FILLMORE STREET <br /> o <br /> t COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION LOCKE ROAD RESURFACINGSheet No. <br /> Trethewa Road to State Hi hwa Route 88 2 of 7 <br /> DRAWN BY I DATE PROJECT 51GINEER DATE 2LCKED DATE SU MITTED DATE APPROV ECOMMENDED DATE <br /> vw"&L 1101001A., hAVI, J" 'f�./.� I 0&WW m /moi <br />
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