My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP4825 - SP4836
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP4710 - SP6054
>
SP4825 - SP4836
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/9/2024 3:29:05 PM
Creation date
8/28/2023 1:50:46 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Santa Fe Road Resurfacing
Limits
Stanislaus County Line to River Road
Year
2010
Project Engineer
S. Sharma
Roads Worked
Santa Fe Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP4825 - SP4836
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
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
i <br />N <br />.Z7 <br />0 <br />M <br />_ <br />CD <br />CIDI <br />LID <br />m <br />0 <br />CDi <br />0 <br />C <br />M <br />N <br />0 <br />D <br />wD <br />0 0 <br />0 r_ <br />C m <br />CD <br />M z <br />0 D <br />o 9: <br />a m <br />X <br />CID0 <br />LID <br />—6 <br />0 <br />U) <br />s <br />U) <br />0 <br />0 <br />_ <br />CID <br />r <br />0 <br />CDz <br />0 <br />0 <br />EDa <br />s <br />r <br />m <br />Uri <br />General Notes: <br />1. The rubberized asphalt concrete shall be placed in one <br />(1) layer. <br />2. Material generated from planing may be thoroughly <br />blended with native material and compacted to 90% <br />relative compaction in shoulder backing area. Planed <br />material shall be capped with a minimum of 0.10' <br />shoulder backing. <br />3. Placement of asphalt concrete overlay shall not begin <br />until the asphalt concrete used in pavement repair has <br />been in place for 12 hours. <br />4. Shoulder backing material at all intersection radii shall <br />receive penetration treatment at 0.25 gallon/square yard. <br />Limits of the penetration treatment shall be confined to <br />the intersection radii plus fifty feet (50') in each direction <br />or to the intersection conform. <br />5. Traffic Stripes and Pavement Markings layout must be <br />approved by Engineer prior to placing themosplastic on <br />finished surface. Pavement Marking station and offset <br />callouts are to the center of the item. <br />Legend: <br />■ Limits of AC Pavement Planing <br />0.00' Depth of AC Pavement Planing <br />® Variable Depth AC <br />OO Monument <br />R Conform to Existing Radius <br />COUNTY OF SAN JOAQLIIN <br />0.30' Asphalt Concrete over <br />Conform ® EP shaped and compacted native <br />EP <br />__ <br />-I -I -I -I -I -I -I I-I-I-I-I-I-I-I-I-I-I-I-I-I <br />-I---I-I-I------I-I--I--I-I-I r <br />1:1 -!;!; 8 <br />_,_I-I-I-I----I-I-I-I--I-I-I <br />Conform ® E.P. <br />Conform <br />Existing Width <br />12' Min <br />TyoeDD <br />Variable depth Asphalt Concrete <br />over existing paved driveway <br />EP <br />R 8 <br />1 Conform R =Conform to <br />I <br />existing radii <br />Sta 13+75 (Lt.): 15' <br />Sta 16+12 (Lt.): 20' <br />Type E <br />Driveways <br />NO SCALE I GENERAL NOTES AND DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />J. Clary 02/10 S. Sharma 1 02/10 <br />4' Min Existing <br />Surface <br />0.50' Asphalt Concrete <br />Pavement Repair Detail <br />I No. 38465 I z <br />*\ Exp. 3-31-11 /* <br />V/� <br />Peter D. Martin <br />REGISTERED CIVIL ENGINEER 38465 <br />SANTA FE ROAD RESURFACINGSheet No. <br />3 of 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.