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SP1532 -SP1536
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SP1532 -SP1536
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Last modified
7/15/2024 9:11:07 AM
Creation date
1/23/2016 12:21:51 AM
Metadata
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Template:
Small Plans - SP
Project
Del Mar Avenue and Marsh Street Resurfacing
Year
1996
Project Engineer
Jose Zapada
Roads Worked
Del Mar Ave., Marsh St.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1532 - SP1536
Type
Resurfacing
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Const. <br /> Limits of Cleari Ig and Grubbing Const. <br /> and Mailbox Relocation <br /> 4' 2'-4' *2i' 2'-4' 4' <br /> a <br /> Conform 022' Pavement Reinforcing Fabric Conform w c a <br /> o 4i <br /> U <br /> Var. Var. & <br /> Shoulder Backing (Typ.) 00.21' Asphalt Concrete Overlay <br /> SIE 18' Sta. 12+45 to Sta. 22+60 (Marsh St.) Existing Roadway TYPICAL TRAM <br /> 0 18' Sto.+40 to Sta. 22+65 (Marsh St.) LANE LAYOUT <br /> 0 0.17' A.C. Sta. 12+45 to Sta. 22+60 (Marsh St.) TYPICAL SECTION <br /> Del Mar Avenue (Sta. 33+07 to Sta. 45+29) <br /> y Marsh Street (Sta. 12+15 to Sta. 43+65) <br /> m rX R = Conform to <br /> 3 <br /> 2. <br /> 3 > GENERAL NOTES Conform O E.P. Conform O E.P. exist. radius <br /> m <br /> N <br /> 1. Earthwork (Subgrade Preparation) O East end of Marsh St. (Sta. 43+13 to <br /> m Sta. 43+65) shall be done as directed by the Engineer. Payment for this 7 8 <br /> work will be done by Item No. 1, Force Account. <br /> N 2. Asphalt Concrete shall be placed as noted below: I I <br /> M 0.21' A.C. Thickness — Two (2) layers of approximate equal thickness with Existing Width Conform Existing Width Conform <br /> A pavement reinforcing fabric between the layers. 12' min. 12' Min. <br /> 0.17' A.C. Thickness — One (1) layer with pavement reinforcing fabric on 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete <br /> existing pavement and as directed by the Engineer. and compacted native material. over existing paved driveway. <br /> m <br /> W 3. Placement of the top layer of asphalt concrete shall not begin until the Note: Sta. 25+74(Rt.) Marsh St. portion of cont. driveway shall be E E <br /> W o lower layer has been in place for a minimum of 12 hours. saw—cut and removed from the edge of pavement to 10't <br /> beyond as directed by the Engineer. t <br /> 4. The existing drainage patterns at driveways and improved frontages shall not - <br /> be modified or obstructed. TYPE D ief <br /> z TYPICAL DRNEWAYg t �aa� <br /> t <br /> TYPICAL SECTION AND DEL MAR AVENUE AND Sheet No. <br /> MF COUNTY OF SAN JOAQUIN No SCALE DRIVEWAY DETAILS I MARSH STREET RESURFACING 2 of 5 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV RECOMMENDED DATE <br />
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