My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
M590 - M778
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer M
>
M558 - M
>
M590 - M778
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2025 9:36:09 AM
Creation date
4/25/2025 9:47:25 AM
Metadata
Fields
Template:
Large Plans - LP
Project
McHenry Avenue Corridor Improvements
Limits
1487' South of River Road to 190' South of Jones Avenue
Year
2016
Project Engineer
R. Gibson
Roads Worked
McHenry Ave.
Red Lines
Yes
Federal #
STPL-5929(196), BRLS-5929(166), BRLS-5929(167), CML-5929(247)
Supplemental fields
Classification
As-Builts
Cross Ref
M558 - M778
Type
Corridor Improvements
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
192
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
,z <br />00 <br />N <br />66 <br />0 <br />I <br />0 <br />N <br />CD <br />N <br />d <br />Q3 <br />Cn <br />Q) <br />E <br />I-- <br />3 <br />Cn <br />/ <br />m <br />4 9 <br />1'-0" Maxi Footing - Footing - \ <br />Typ <br />Reinf <br />1, <br />Reinf <br />DETAIL 1 — PART PLAN FOOTING REINF <br />3/8" = 1'-0' <br />Detail 1 <br />� Abut 26 <br />49"__2 3;4„ <br />#8 Longitudinal Reinf <br />Stage 2 Const <br />Crown Line <br />1'-0" Max <br />Typ <br />#6 Transverse Reinf <br />top and bottom, <br />flare as shown <br />/ 3'-0" <br />3� <br />2_#8 <br />Top & Bottom <br />� ) � Const Jt <br />DETAIL 2 — PART PLAN FOOTING REINF <br />3/8„ = 1 '-0' <br />20'-9 1 /2" <br />#8 Longitudinal Reinf <br />extend 2'-9" beyond <br />construction joint <br />Detail 2 --� <br />3 Spaces @ 12'-0" = 36'-0" 6'-0" 6'-0" 12'-0" <br />Class 140 Pile, Typ <br />I I j <br />I <br />"M" Line I I � <br />7 Spaces C�? 6 -0 = 42 -0 2 Spaces @ 6'-0" _ <br />3'-0" 3'-0" <br />FOOTING PLAN <br />00 <br />N <br />NOTE: <br />� <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />0 <br />CD <br />DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL. <br />/ <br />SURVEY <br />REVISION DESCRIPTION BY DATE <br />SCALE <br />PREPARED <br />BY <br />o <br />DATUM: <br />U <br />HORIZONTAL: <br />DRAWN: H. <br />SULLIVAN <br />Q- <br />VERTICAL: <br />0. <br />BROWN <br />a <br />DESIGNED: <br />� D <br />REPLACE BROKEN PILE WITH EXTRA PILE DF/TB 11/8/1-' <br />0 1 <br />I i I I <br />2 <br />I CHECKED: A. <br />VOSOOGHI <br />-A <br />INCHES <br />-- <br />� c <br />0 10 20 30 40 <br />50 APPROVED: 0. <br />BROWN <br />FILE No. : <br />- - - - <br />MILLIMETERS <br />� J <br />DATE <br />09-29-16 <br />�Com <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-1 <br />6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />Indicates Class 140 Pile <br />Indicates Class 140 1:3 Battered Pile <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By _9/28/2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS/ <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />ABUTMENT 26 FOOTING LAYOUT <br />GRIN A. BROWN <br />� No. C48859 � <br />it Exp. D9-30-18 <br />r CIVIL .P <br />OF CAL�F1)�a <br />DRAWING <br />S-117 <br />OF <br />5-153 <br />SHEET <br />121 QF176 <br />
The URL can be used to link to this page
Your browser does not support the video tag.