My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP1308 - SP1313
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP1255 - SP1877
>
SP1308 - SP1313
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/12/2024 3:16:35 PM
Creation date
1/23/2016 12:16:12 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Jack Tone Road/Hammond Street Resurfacing
Limits
Jack Tone Road Bypass to Tully Road
Year
1994
Project Engineer
J. Stewart
Roads Worked
Jack Tone Rd., Hammond St.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1308 - SP1313
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
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
Const. Survey <br /> Refer to Refer to Refer to Refer to <br /> Shoulder X 2 1612' � _ Al2 Shoulder Shoulder Shoulder <br /> Details Details 12 Pavement Reinforcin 4. Details <br /> Details 22' pavement Reinforcing Fabric Fabric <br /> .Var. Var. <br /> L-- - - - - - - - - - - - - - - - - - - - - - - --i — L — — — — — — J <br /> *0.17' Sto. 5+00 to 13+00AAs halt Concrete Existing Roadway <br /> Sta. 27+50 to Sta. 34+93 P 0.17 Asphalt Concrete <br /> *0.25' Sta. 13+00 to Sta. 25+25 Existing Roadway TYPICAL SECTION <br /> *Variable Sta. 25+25 to Sta. 27+50 Sta. 3+00 to Sta. 5+00 <br /> (Refer to Plan and Profile Sheet No. 4) <br /> •12'-26' Jack Tone Bypass Intersection LEGEND: <br /> Sta. 44+57 to Sta. 45+75 <br /> TYPICAL SECTION 0 limits of Maitbox Relocation. <br /> Sta. 5+00 to Sta. 34+93 ■ Limits of Asphalt Concrete Planing. <br /> 00 Depth of Asphalt Concrete Planing. <br /> GENERAL NOTES <br /> Co I — 1. Pavement reinforcing Const. Limits of Clearing & Grubbing 9 fabric shall <br /> be placed on the existing pavement <br /> Limits of Clearing & Grubbing Var. 4' where the asphalt concrete thickness <br /> is 0.20' or less, at locations where <br /> 10' 12' the thickness is greater than 0.20' <br /> Conform Conform the fabric shall be placed between <br /> the layers. <br /> m — — — — — — — J 2. Existing Survey Monument Frames <br /> r _ _ _ _ _ _ _ _ and Covers shall be adjusted to <br /> m <br /> :Existing <br /> — — — — — Shoulder Backing <br /> Z finished grade at Sta. 10+25f(Lt.), <br /> X n - Sta. 21+40f(Lt.) & Sta. 29+15f(C). <br /> Roadway <br /> Sta. 3+00 to Sta. 34+93 Rt. 3. Manhole, Lamphole and Water Valve <br /> W Sta. 7+48 to Sta. 23+17Lt. Sta. 3+00 to Sta. 7+43 Lt. Frames and Covers will be adjusted <br /> A to finished grade by others upon <br /> > Sta. 23+17 to Sta. 34+93 Lt. completion of the overlay project. <br /> M <br /> A SHOULDER DETAILS <br /> 7 Pz COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION JACK TONE ROAD/HAMMOND STREET RESURFACING Sheet No. <br /> 0 <br /> Jack Tone Road Bypass To Tully Road 2 of 6 <br /> Drawn By Date Project Engineer Date Checked Dnte Submitted Dateo ral anommended Date <br /> Sam Adiong 6/94 2 '/.'/9¢ , , ��7/9 WZr.*Ut <br />
The URL can be used to link to this page
Your browser does not support the video tag.