|
Help
|
About
|
Sign Out
Home
Browse
Search
STH30-USH151-IH90RD_F017-2(64)
DaneCounty-Planning
>
Clerical
>
Sam
>
Fricky
>
CDs Other
>
HWY Plans 10 Drawers
>
Hwy Plans 151-188
>
STH30-USH151-IH90RD_F017-2(64)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/7/2025 10:32:39 AM
Creation date
3/7/2025 10:21:31 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
176
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
C„ <br />-71 Ebonkment <br />\, I <br />I I <br />i <br />Design showing sod � I <br />i <br />"A" . � strips laid in a Irons <br />�---- verse pattern, Irons- <br />\\ verse to flow of wotee, "A" <br />Highway l' . Highway �I Highwaly <br />Highway � - <br />\, <br />I <br />Povemen I - - - 'Shoulder <br />h <br />S out <br />de <br />r So e Dit <br />Area <br />ch <br />p <br />Design showing sod <br />strips laid in a Iona- - <br />- itudinal pattern,--- <br />parallel to flow of <br />water. <br />----------- <br />i <br />I <br />Intercepting <br />Embankment <br />B.. <br />PLAN VIEW OF SODDED BACKSLOPE FLUME <br />_IO\ Desirable- 2' Natural Ground Line-, <br />Intercepting-�— i <br />Embonkmem I' Minimum. May be adjusted at <br />�n?J option of Engineer. <br />\Orig,nal GENERAL NOTES <br />Road Finished Sodded Backslope — ~;y Ground <br />i <br />Details of Construction not shown on this drawing shall <br />conform to the pertinent requirements of the Standard <br />Surfacing Rood Shoulder 6'x_12 ���Point of j� � p 4 <br />3^I Specifications <br />Slope Intercept <br />�,ii7Tl�S.-. AR\77i�P fiRR�?7TiVR, �,,, Shoulder Slope ,l Grading and shaping mierceptinq embankment will <br />Ditch Area <br />- -- --- �� be measured and paid for in accordance with the standard <br />specifications for"Roodwoy and Drainage Excavation". <br />--Sodding Sod strips may be laid either transversely or longit- <br />udinally to the direction of the water flow. <br />SECTION "A" -"A" <br />NOTE Dimensions shown may be adjusted at the <br />option of the Engineer to fit local conditions. <br />Backslope <br />Normal Backslope <br />/Normal <br />Min. 5' <br />/ 4' 5' <br />5' Min. <br />5' 4' <br />Flume Bottom <br />Ground Line Prior To Sod <br />Flume Construction Work <br />Flume Bottom <br />f <br />i <br />1� <br />0 %�% V <br />Vlnterce Un <br />�K Embankment <br />///i% <br />Intercwing l <br />-E t �� <br />Embankment <br />.i E <br />Sodding <br />``--- Sodding <br />SECTION "B" -"B" <br />SECTION "C° -"C" <br />NOTE Dimensions shown may be adjusted at the <br />option of the Engineer to fit local conditions. <br />
The URL can be used to link to this page
Your browser does not support the video tag.