My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
B596 - B800
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer B
>
B585 thru
>
B596 - B800
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/17/2025 3:04:30 PM
Creation date
11/17/2023 10:30:40 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for the Construction on State Highway
Limits
In San Joaquin County About 19KM West of Modesto From 0.1KM West of Service Road Overcrossing to Delta Mendota Canal Bridge
Year
2010
Project Engineer
Juan R. Zuniga
Red Lines
Yes
Supplemental fields
Cross Ref
B596 - B800
DocCategory
Improvement Plans
Type
Construction on State Highway
Jump to thumbnail
< previous set
next set >
Text box
ID:
1
Creator:
Created:
11/20/2023 9:53 AM
Modified:
11/20/2023 9:53 AM
Text:
B714
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
223
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
ro1AL6/4.6cT <br />010 <br />SJ 132 8] 205 <br />B � <br />_ pµor[¢Orw� <br />-1 <br />Bff�6 r. Y <br />flu TE 0 <br />0 1L Eu01NEER TE � <br />�s Ri,o {c <br />K <br />FG <br />, , January 20, 2010 �O <br />0.1 <br />VARIES � VARIES <br />�� <br />A <br />��.a cuL� <br />� ¢a <br />L <br />FES <br />DI HMA - (TWE A) APRON <br />(50 mm TACK) <br />�iem��`�m�4 <br />gANI-MEANS. Lip. SAN JOAOUIN COUNTY <br />J <br />SECTION p-0 <br />943 RE6EflVE OR. x100 1810 EAST HAZELTCN AVE. <br />flOSEViILE, CA 956]8 6TOCKTON, CA 95205 <br />_ <br />- _ _ <br />_ <br />_ _ _ <br />DEPRESSED DRAINAGE INLET <br />>� <br />AS BUILT <br />1 ]S HMA - (TWE A) APRON <br />RSP (BACKING No. 2, <br />�� (50 mm THICK) <br />CONTRACT No. 10-2A7804 <br />METHOD B) B � <br />C.C.A. DATE 08/ 15/ 2014 <br />R.E. NAME Juan R. Zufiiga <br />PLAN <br />s�o �O <br />OA9H� <br />0 <br />0 <br />FG <br />f� <br />D <br />D1 <br />. 0.6 <br />4tl <br />tl <br />� <br />�o <br />- <br />- - _—J <br />u- <br />�tl <br />1.60 <br />C <br />��PqF <br />����$$$��� I C <br />�� <br />nl <br />f <br />PCC CUTOFF WALL <br />OQ��O/ <br />'� 9'N TO <br />�' 0.46 <br />o <br />(CONCRETE FES) OR i0E <br />] <br />PLATE (METAL FES) <br />- - <br />- <br />c <br />RSP FABRIC <br />0.46 <br />� <br />s <br />RSP (BACKING No. 2, <br />MATCH FLOW LINE OF SWALE (Typ) <br />FLUME DD � `� <br />METHOD B) <br />'^ <br />� <br />BECTON <br />A—A <br />� <br />2 <br />MEDIAN <br />INLET WITH HMA APRON <br />RSP FABRIC py0[{ RSP (BACKING No. 2. <br />METHOD B) <br />R <br />£ <br />- <br />a <br />W <br />tl <br />AC SURFACE <br />`T'OF FLUME DD <br />��f <br />� <br />E CONCRETE (CL 4) BACKFlLL <br />RSP (BACKING No. 2. <br />� <br />E <br />SUNDER ]RAVELED WAY AND <br />METHOD B) <br />j <br />E <br />uLDERsj RSP <br />FABRIC <br />x <br />ti <br />RSP (BACKING N0.2, <br />� <br />/.� 0.46 <br />RSP FABRIC o <br />METHOD B) <br />� <br />a <br />O\ <br />SS <br />SECTION <br />B—S <br />y� 1.2 i <br />o <br />'� <br />ROCK SLOPE PROTECTION <br />sEcnoN c -c <br />g <br />(BACKING <br />No. 2. <br />METHOD B) <br />� PIPE As snowN <br />4 � ON PLANS <br />ROCK SLOPE PROTECTION WITH FLUME DD <br />NOTES: <br />(BACKING No. 2, METHOD B) <br />1. ted` REPRESENTS THE OUTSIDE <br />DIAMETER <br />OF THE PIPE <br />O.D. RFI N0. <br />007 <br />� <br />CONNECTED TO THE FlAREO-END SECTION <br />2. FOR W, REFER TO STANDARD <br />PLANS <br />150 mm 150 mm <br />ALL DIMENSIONS ARE IN <br />C�� <br />go <br />METERB UNLESS OTHERWISE SHOWN <br />' <br />b <br />CONCRETE BACKFILL <br />DRAINAGE DETAILS <br /><� <br />oN <br />' <br />NO SCALE <br />OO <br />DD -5 <br />BORDER L <br />CU 0625] <br />EA 2AT801 <br />
The URL can be used to link to this page
Your browser does not support the video tag.