My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP1744 - SP1752
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP1255 - SP1877
>
SP1744 - SP1752
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2024 9:28:51 AM
Creation date
1/23/2016 12:26:45 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Downing Avenue Resurfacing
Limits
Manthey Road to O'Dell Avenue
Year
1998
Project Engineer
Jack Stewart
Roads Worked
Manthey Road to O'Dell Avenue
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1744 - SP1752
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
GENERAL NOTES <br /> 1 . Existing drainage facilities to remain in place unless <br /> otherwise noted on plans. <br /> 2. The contractor shall conduct his Asphalt Concrete <br /> r resurfacing operation so as not to modify or <br /> obstruct the existing drainage, unless otherwise <br /> Const. shown on the plans. <br /> 1 <br /> 3. Planing of asphalt concrete pavement shall <br /> * shall be continuous across intersecting streets <br /> Refer to * 12' 12. Refer to in line with the lip of gutter, unless shown <br /> Sht.# 3 for Sht.# 3 for otherwise on the plans. <br /> Shld. Details I Shld, Details 4. Asphalt Concrete thickness at E.P. shall be full depth <br /> for entire width of roadway across Turnpike Road <br /> o Var. + Var. <br /> and Mourfield Avenue Intersections. <br /> 5. Existing curb, gutter, and sidewalk shall remain <br /> 3 in place, unless otherwise noted on the plans. <br /> — — — — — — — — — — — 1 — — — — — — — — — — — 6. Wherever new concrete is to conform to existing <br /> Z. 0.15' Asphalt Concrete Overlay concrete, the existing concrete shall be saw cut to <br /> aform a neat and straight conform line. <br /> Existing Roadway 7. Crack sealing of existing surface shall be required <br /> in the areas as directed by the Engineer. Payment <br /> - for this work will be by Item No. 1 , Force Account. <br /> 8. Water Valve Frames and Covers will be adjusted to <br /> finished grade by others after completion of resurfac— <br /> ing project. The contractor shall clearly mark their <br /> location as directed by the Engineer. <br /> 0 <br /> o ; 9. Existing Fire Hydrant Facility located at Sto. 33+89 <br /> (24't Lt.) to remain in place. <br /> 10. The Contractor shall obtain a "No Fee" encroachment <br /> o permit from the City of Stockton for work within <br /> N ntheir jurisdiction. <br /> TYPICAL SECTION <br /> Sta. 14+35 to Sta. 41 +17 <br /> * <br /> 24'—Sta. 14+35t to Sta. 22+60t <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION DOWNING AVENUE RESURFACING Sheet No. <br /> m (Monthey Road to O'Dell Avenue) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV ECOMMENDED DATE <br /> 1/98 cT4ak Shwo.f "�97 U /s/9a i�lB i t�a <br />
The URL can be used to link to this page
Your browser does not support the video tag.