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Last modified
7/12/2024 8:51:27 AM
Creation date
1/23/2016 1:01:41 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Burkett Acres Resurfacing
Limits
Guernsey Avenue, Section Avenue, David Street, Netherton Avenue, Broadway Avenue and Garden Avenue
Year
2006
Project Engineer
Owen Davis
Roads Worked
Guernsey Ave., Section Ave., David St., Netherton Ave.
Broadway Ave., Garden Ave.
Red Lines
No
Supplemental fields
Cross Ref
SP4078 - SP4085
DocCategory
Improvement Plans
Type
Resurfacing
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(i Const. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 9'-12' 9'-12' <br /> E 4' *Pavement Reinforcing Fabric 4E <br /> 0 0 <br /> C Vor. Varma 2 <br /> U r VaV U <br /> - t-Z-Q=:; ------ <br /> 0.17'-0.25' Asphalt --- <br /> Shoulder Backing Exist. Roadway Concrete Overlay (See Plan) <br /> or Topsoil (Typ.) <br /> TYPICAL SECTION *Guernsey Ave: 20' - Sta. 9+92 to Sto. 15+96 <br /> All Streets 20' - Sto. 16+78 to Sto. 22+00 <br /> 17' - Sto. 22+00 to Sto. 29+75 <br /> 0 Section Ave: 18' - Sto. 10+52 to Sta. 14+00 <br /> 22' - Sto. 14+00 to Sto. 16+00 <br /> D GENERAL NOTES: 21 ' - Sta. 16+00 to Sto. 21 +35 <br /> M 1. Contractor shall scarify native soil adjacent to 5. Asphalt Concrete shall be placed as follows: Note: No Fabric will be placed on David Street, <br /> pavement at intersection radii to a depth of 6" 0.17' A.C. Thickness: Single layer over existing Netherton Avenue, Broadway Avenue, <br /> and blend shoulder backing material prior to or prepared surface. or Garden Avenue <br /> compaction. Limits of this work shall be confined 0.21 '-0.25' A.C. Thickness: Two (2) layers of <br /> to intersection radii plus 50 feet in each direction. <br /> Payment for blending shall be considered as approximate equal thickness with pavement reinforcing <br /> fabric over existing or prepared surface. <br /> included in the price for Shoulder Backing. <br /> 2. Existing drainage facilities shall remain in 6. Cos valve frame and cover to be adjusted by others <br /> place unless otherwise noted. The Contractor after completion of project. <br /> shall conduct eorthwork operations so as not <br /> to modify or obstruct the existing drainage. 7. Contractor is to notify the City of Stockton Municipal Utilities <br /> Department at (209) 937-8750 48-hours in advance of <br /> 3. All earthwork (except for final shoulder grading) Adjusting the Sanitary Sewer Maintenance Holes to finish grade. <br /> o shall be completed prior to placing final lift <br /> of asphalt concrete. <br /> m <br /> 4. Placement of Asphalt Concrete surfacing shall not begin <br /> M until the Asphalt Concrete used in pavement repair has 1n � <br /> Z been in place for 18 hours. - <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE Typical Section BURKETT ACRES RESURFACING Sheet No. <br /> and General Notes (Six Streets — See Title Sheet) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE gHECKED DATE APPROVAL RECOMMENDED DATE <br />
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