|
Help
|
About
|
Sign Out
Home
Browse
Search
CTHA-DALEYVILLE-CTHGRD_S0894(5)
DaneCounty-Planning
>
Clerical
>
Sam
>
Fricky
>
CDs Other
>
HWY Plans 10 Drawers
>
Hwy Plans A-H
>
CTHA-DALEYVILLE-CTHGRD_S0894(5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/7/2025 11:46:27 AM
Creation date
3/7/2025 11:45:08 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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
FERTILIZE 6 SE IED, <br />CENTERLINE <br />A <br />F - E --D C 8 K L M_ N- P 71 <br />iEED <br />SHOUL()FR 13JT4MINCYS MAT i POINT H1 w lo QN P <br />RQF 1.�. E <br />RT.LD <br />S40PE <br />VAR/A <br />NON <br />4 H G SUBGRADE <br />0 <br />/0. GRAVEL OR CRUSHED STONE. SASL COURSER ROUNDING <br />9 SELECTED EXCAVATION 4" SALVA E <br />A V TOPSOIL <br />TOP <br />IL HALF SECTION IN FILL HALF SECTION IN CUT <br />TYPICAL FINISHED SECTION <br />SUPERELEVATED <br />P I STATIONDEGREE <br />amm" <br />- S E <br />LT SH'D <br />SLOPE <br />RT_ SH'D <br />__ 569PF <br />.050 <br />.062 <br />A <br />21.4 <br />24.7 <br />11'0 <br />�f .0 <br />C <br />5.0 <br />J�.0 <br />5.0 <br />5.0 <br />5 0 <br />5 0 <br />50 <br />5 0 <br />5 6 <br />5 0 <br />0 <br />0.7 <br />1 . 1 <br />'76-7 <br />0.? <br />1 .2 <br />0 7 <br />1 2 <br />0 7 <br />0 6 <br />1 0 <br />1 2 <br />E <br />2.2 <br />3.6 <br />2 4 <br />3.7 <br />2.2 <br />3.7 <br />2 2 <br />2.0 <br />3.1 <br />3 -9 <br />F <br />2.5 <br />4 .0 <br />2 6 <br />4.2 <br />2. 5 <br />4.2 <br />2 .5 <br />2.3 <br />4 3 <br />G <br />2.5 <br />4.0 <br />2.6 <br />4.2 <br />2.5 <br />4.2 <br />2,5 <br />.3 <br />3 5 <br />4.3 <br />. <br />H <br />1.1 <br />1.8 <br />1.2 <br />1.9 <br />1 0 <br />1,511.0 <br />..... 1 <br />i <br />K <br />L <br />M <br />N <br />P <br />0 <br />R <br />15 +56.5 0L 3-Q .050 <br />- <br />.050 <br />24.2 11.0 5.0 1.0 3.4 3.9 3.8 <br />21 .2 11.0 5.0 0.7 2.1 2.4 2.4 <br />1.7 <br />- - <br />39 _* 1113174*00 .062 <br />___ir0Or <br />.062 <br />62+94.7 062 <br />81-1-86.3 D .035 <br />102+09.9 5*Ov ...070 <br />109 4- 55.9 3*30' <br />137 -f- 17.4 Oib <br />148-4-20.1 3*00, 050 <br />1594-56.8 7*30' 080 <br />174+99 2*00' <br />i-01 <br />.035 <br />.070 <br />On' <br />biO" <br />080 <br />40 <br />ojj7j- <br />.062 21.2 11.0 --i-o <br />.040 21.7 11.0 <br />:070 25.1 11.0 <br />.61ii i -I 3 -110- <br />bci 0 I it <br />_250_ .._.I 1 0 <br />060 1 21 0 11 0 <br />2��; it co <br />O'j 6 26,4 11 0 <br />4.7 5.o 5.0 1. 1 3.6 4.0 4.0 <br />- -- - - -T- '_ - <br />23.6 11.0 5.0 1.0 3,1 3. 3,5 <br />1.8 <br />5 <br />21.1 11.0 5.0 0.7 2.1 2.3 2.3 <br />24.4 It. 5.0 1.1 3.5 1 3.9 3,9 <br />11.0 5.0 0.7 2.1 1 2.3 2.3 <br />1.0 <br />1..7 <br />1.0 <br />_24.2 to 0 5 0 1.0- 3.4 _iF 34 <br />5.6 _2 .4 4.4 <br />.4- T._24 <br />21.0 1. C� 21 <br />.3' <br />7.7-- <br />1.9 <br />F2 <br />1 6 <br />V 7 <br />b FI.QW LINE <br />SECTION "A -A" <br />AM&M Jam - <br />111111.4111" view <br />DETAIL FOR MORTAR RUBBLE BREAKER WALL <br />i OF TRAVELED WAY <br />FINISHED SHOULDER <br />r _ PAyjj*"T <br />Aax SPA 51 <br />SUBBASE COURSE <br />SALVAOCO TOPSOIL EXCAVATION <br />-4 <br />t"CAVATION BELOW SUBGRADE <br />LOCATION AND DEPTH AS OtSIGNATtO <br />By THE: ENGINEER <br />DETAIL FOR EXCAVATION <br />BELOW SUBGRADE <br />A <br />#000.1 SUBGRADE PROVILI! <br />VA; <br />j " I UNDIRCUT <br />0191ANCII As DETERMINED IIIIIIIINED <br />elf EUIGIlQBR <br />A <br />to, <br />FINISHED 111600ADIIIII, Lsta <br />V" <br />WC11411101 A -A <br />CROSS StCT1011111 SHOWING UkD9ACwT <br />DETAIL FOR EXCAVATION <br />AT MOUTH OF CUTS <br />.,,..,.,v... <br />porwecT <br />amm" <br />varAL <br />timmen <br />!1!91� <br />808941151 <br />2.1 <br />79 <br />.JsU_ <br />10 Milt <br />TOPSOIL <br />SECTION 'A -A` <br />DETAIL FOR SOD DRAINS AT STRUCTURES <br />TYPICAL CROSS SIECTION <br />Fort <br />SUPERELEVATED SECTION <br />DETAILS FOR <br />E.B.S. 6 EXCAVATION AT MOUTH <br />OF CUTS III MORTAR RUBBLE BREAKER WALLS <br />& $00 DRAINS AT STRUCTURES <br />
The URL can be used to link to this page
Your browser does not support the video tag.