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Last modified
7/8/2024 11:22:08 AM
Creation date
8/5/2022 4:29:12 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Magnolia Avenue and Mahon Avenue Resurfacing
Limits
Escalon-Bellota Road to Campbell Avenue
Year
2020
Project Engineer
Hadi Tabatabaee
Roads Worked
Magnolia Avenue, Mahon Avenue
Red Lines
Yes
Project #
221912
Districts
District 4
Supplemental fields
Classification
Record Drawings
Cross Ref
SP7232-SP7237
Type
Resurfacing
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HCUUMU, <br />Const <br />Limits of Clearing and Grubbing ©" <br />QF - <br />oft <br />EP Limits of Any PWw Uvbq Ur's Lbw k <br />�• — Earthwork #A M t 110iftOaf'Vim <br />(Misc Areas) <br />HMA Overlay 2' 25'x— 10 1 ' <br />Existing <br />Shoulder <br />Vora g_ — <br />Conform <br />I� 6" <br />Existing 0.25' Shoulder R&D existing <br />Roadway Backing 10" material <br />VALLEY <br />4' <br />Minimum _ <br />Cl) <br />Existing <br />Surface <br />_0 <br />(See <br />Note Below) <br />o <br />Mahon Avenue <br />�i <br />7� <br />D <br />Sta 129+25 to Sto 130+00 <br />Existing <br />M <br />Sta 130+40 to Sta 132+00 (Rt) <br />Roadway <br />0.50' HMA <br />Sta 132+00 to Sta 133+70 (Lt) <br />PAVEMENT <br />REPAIR DETAIL <br />NOTE: Approximate <br />dimensions and locations used for <br />estimating <br />purposes are available on Bid Express website. <br />Dimensions <br />and locations <br />are subject to change at <br />Engineer's <br />discretion. <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />HCUUMU, <br />Const <br />Limits of Clearing and Grubbing ©" <br />QF - <br />oft <br />EP Limits of Any PWw Uvbq Ur's Lbw k <br />�• — Earthwork #A M t 110iftOaf'Vim <br />(Misc Areas) <br />HMA Overlay 2' 25'x— 10 1 ' <br />Existing <br />Shoulder <br />Vora g_ — <br />Conform <br />I� 6" <br />Existing 0.25' Shoulder R&D existing <br />Roadway Backing 10" material <br />Expansion Jointa4 <br />��} 3 <br />. v <br />v <br />'li- 11 I --- <br />Const i" <br />Ex <br />Roo <br />Limits of Clearing and Grubbing <br />EP <br />1, CO/1 Dr�Q,a 40 ��^� <br />HMA K ��e- <br />14 MV&P <br />Existing <br />AC <br />Frontage <br />Saw Cut and <br />Conform <br />0.30' HMA <br />0.50' PCC <br />0.67' Compacted ASB <br />Class 2 material at 95% <br />MAHON AVENUE <br />VALLEY <br />SHOULDER DETAIL <br />EARTHWORK (MISC AREASI <br />Magnolia Avenue <br />DETAIL <br />Cl) <br />130+00 to <br />_0 <br />Sta 62+50 to Sta 64+00 (Rt) <br />under Minor <br />o <br />Mahon Avenue <br />�i <br />7� <br />D <br />Sta 129+25 to Sto 130+00 <br />M <br />Sta 130+40 to Sta 132+00 (Rt) <br />Sta 132+00 to Sta 133+70 (Lt) <br />�J" <br />r <br />m <br />Sta 132+40 to Sta 133+60 (Rt) <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Jonathan Curry <br />01120 `� <br />3��6 /zo <br />� �. � �► . <br />Expansion Jointa4 <br />��} 3 <br />. v <br />v <br />'li- 11 I --- <br />Const i" <br />Ex <br />Roo <br />Limits of Clearing and Grubbing <br />EP <br />1, CO/1 Dr�Q,a 40 ��^� <br />HMA K ��e- <br />14 MV&P <br />Existing <br />AC <br />Frontage <br />Saw Cut and <br />Conform <br />0.30' HMA <br />0.50' PCC <br />0.67' Compacted ASB <br />Class 2 material at 95% <br />MAHON AVENUE <br />VALLEY <br />GUTTER <br />DETAIL <br />Sta <br />130+00 to <br />Sta 132+00 (Lt) <br />To be paid <br />under Minor <br />Concrete (Valley <br />Gutter) � 1 <br />A'" E�'(> -to !PPN-- <br />S %tet 4- V'A(-C'E --� <br />C.1 JtrEz <br />1. Construct expansion joints, at 80' max intervals. <br />2. Minimum slope of gutter shall be set at 0.25% unless otherwise <br />approved by the Engineer <br />3. (4) J" x 24" long steel dowels, greased & wrapped one side <br />through all expansion joints. <br />4i. Pre—formed fiber expansion joint filler conforming to ASTM D-1751. <br />MAGNOLIA AVENUE AND MAHON AVENUE RESURFACING Sheet No. <br />(Escalon—Bellota Road to Campbell Avenue) 5 of 6 <br />Distance q <br />Valley Gutter <br />Station <br />to FL (Lt) <br />FL Elevation <br />130+00 <br />12.5 <br />122.43 <br />132+00 <br />12.5 <br />121.43 <br />A'" E�'(> -to !PPN-- <br />S %tet 4- V'A(-C'E --� <br />C.1 JtrEz <br />1. Construct expansion joints, at 80' max intervals. <br />2. Minimum slope of gutter shall be set at 0.25% unless otherwise <br />approved by the Engineer <br />3. (4) J" x 24" long steel dowels, greased & wrapped one side <br />through all expansion joints. <br />4i. Pre—formed fiber expansion joint filler conforming to ASTM D-1751. <br />MAGNOLIA AVENUE AND MAHON AVENUE RESURFACING Sheet No. <br />(Escalon—Bellota Road to Campbell Avenue) 5 of 6 <br />
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