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
J <br />R/W <br />VARIES <br />42' - 54.2' <br />DBS FL HP EP <br />4' 4' 4' <br />oc <br />-----2:1 OR� <br />FLATTER <br />SWALE <br />Exist <br />R/W <br />E <br />_n <br />N <br />0 <br />ii <br />E <br />F= <br />v� <br />3 <br />v <br />O <br />J <br />i <br />Q DATUM: <br />n <br />�E <br />=g <br />on ._ <br />3 <br />^ <br />(v ` <br />v <br />Cam' � <br />i'� FILE Na. <br />OG <br />m� <br />ETW <br />5' <br />HMA DIKE -T <br />(TYPE E) <br />VARIES <br />24'-41.1' <br />VARIES <br />18.5'-32.2' <br />VARIES <br />24'-36.1' <br />2% TO -0.48% <br />SUPER Exist EP <br />45.2' (STA. 16+40.98 TO 16+48.42) <br />VARIES 49.7'-50.2' (STA. 16+48.42 TO 16+57.93) <br />DBS FL HP EP <br />4' 4' 4' 29' <br />-11 <br />2:1 OR <br />FLATTER <br />SWALE. <br />ETW' <br />5' <br />0 <br />"R" LINE <br />VARIES <br />8.1'-10.5' <br />1' SAWCUT <br />VARIES <br />45.6'-47.2' <br />EP HP FL DBS <br />VARIES 4' 4' 4' <br />17'-19.1' <br />SAWCUT <br />ETW <br />12' VARIES <br />5'-•7.1' <br />PG/CROWN <br />2% <br />--------------- <br />l�J <br />Exist HMA DIKE <br />— 0.25' AC (TYPE E) <br />0.50' A <br />RIVER ROAD <br />"R" 19+30.83 TO 21 +75.42 <br />"R" LINE <br />l <br />f- PG/CROWN <br />24' <br />I— <br />5% . OG <br />- �. -.` <br />4 <br />4:1 OR"'-,, <br />FLATTER <br />RETENTION SWALE <br />VARIES 5.5'-6.5' <br />REMOVE BASE <br />AND SURFACING ` <br />Exist <br />R/W <br />_- <br />EP HP <br />29 4' <br />57 1 2% 1 2% <br />L__--.—_------ ---------J <br />HMA DIKE <br />TYPE E Exist <br />( } 1 -- 0.25' AC <br />0.50' AB <br />RIVER ROAD <br />"R" 16+40.98 TO 16+57.93 <br />ETW ,— Conc BARRIER <br />5' (TYPE 80 Mod) <br />8% 2:1 OR <br />FLATTER <br />OG <br />R/W <br />KIEL <br />1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />2. TYPICAL SECTIONS "R" 16+57.93 TO 19+30.83, RIVER ROAD/McHENRY AVENUE <br />INTERSECTION NOT SHOWN. <br />Mdi M Ave Cortidw laVmvwn" ftod <br />Daft Aoceplod <br />AS -BUILT <br />Readent Ergmw - M aumm Rivera, P.E. <br />Ravoions sy 0,Ei Aw co June e, za2t <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE S14N .�C►AQUIN COUNTY PUBLIC WOFtKs DRAWING <br />� a A Q-�� �, o Q Q�0 SS/ � <br />HORIZONTAL. NO SCALE F. DeMARCO 09-29-16 G �' ••: y X—� <br />DRAWN: 4 2. f�� y _ N <br />GI <br />VERTICAL: 4' �^' : OF <br />R. GIBSON 09-29-16 �: - t " , -c `cam" « <br />McHENRY VDESIGNEa. TECHNICAL SERVICES, INC. ; � ,� r Na. C70999 <br />a ' _ _ 2020 L STREET, SUITE 300 :.Exp a6-3o-t •;--'� <br />I I i I CHECKED: K. OAKS 09 29 16 .t '* , , <br />INCHES SACRAMENTO, CA 95811 '••.cw\i .••` <br />APPRC7VED: 14 a TYPICAL SECTIONS `�� oFcaua'��� o�G 176 <br />0 7a za sa as 5o T. BARNARD 09-29-16 T 916.414.5800 F 916,414,1557 ET <br />�' � �-.. � �P � <br />I i I I I I r�-o.g <br />_ - — MILLIMETERS <br />FILE NO. <br />
The URL can be used to link to this page
Your browser does not support the video tag.