|
Help
|
About
|
Sign Out
Home
Browse
Search
CTHA-DALEYVILLE-CTHGRD_S0894(5)_1
DaneCounty-Planning
>
Clerical
>
Sam
>
Fricky
>
CDs Other
>
HWY Plans 10 Drawers
>
Hwy Plans A-H
>
CTHA-DALEYVILLE-CTHGRD_S0894(5)_1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/7/2025 11:47:09 AM
Creation date
3/7/2025 11:46:27 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
BENCHMARKS -�, *__ P1 STA 201+898 1 <br />NO. <br />STA. I <br />DESCRIPTION <br />ELEV. <br />46 <br />186+56 <br />SPIKE IN P. POLE <br />36'LT 1109.47 <br />47 <br />191+71 <br />" " 10' C. WOOD <br />120'LT 1138.34 <br />48 <br />200+42 <br />" P. POLE <br />35' RT 1176.00 <br />49 <br />205+25 <br />" 1. " <br />54' LT 1176.19 <br />`\ ... <br />I - 164'13' <br />A- 15^47' < 4 S0894(511 �Q %9 <br />P.O.T. 191 t 65.55 D - 6• <br />--- -- -----1 <br />WILLIAM G. BAUMGARTNER L - 263.' JACOB BIGLER <br />PRTSEI/4-NEI/4-SEC, 23 E- 9.1' PRT NWI/4-SWI/4-SEC.24 <br />R - 954.93' <br />S E -0.076 FT/F T. <br />66 <br />i <br />x PRT NEI/4-SEI/4 N �� <br />WI/2-NEI/4 d k i <br />Y <br />vn0 <br />m + N 8M. 49 be <br />w.P.sL. REMOVE C.P. >me + <br />r <br />KM 75' I-I8"X46'1N P. L. "' 191+5 6.55 = 65' <br />-- 8M. 46 OHt06 W Q <br />_ _ __ a i <br />46 <br />— — _ — 5 <br />+' \50' \\ \ <br />66' ' wooDs 55' 5 \\ BM.48 MTVERNON TEL.CO. NN <br />N o ° BURN ETT R. SONSTEBY <br />W.SAUMGARTNER ��� oe vn \\ , } \ 0 w o <br />WI/2-NEI/4 �7g9X 39, \ ", PRT WI/2-SWI/4-SEC.24 <br />uN N1n <br />2 �+ END OF PROJECT S 0894(5) "„�a Y <br />STA. 205+94.4 <br />° j <br />GRANT BOLEY t00 oa\ °0 ALVIN E.HANSON (VENDOR) �o�� o <br />WI/2-SEI/4-SEC.23 Q0- a TITUS W.SCHROCK (VENDEE) v110N <br />PRT EI/2-SE I/4 - SEC.23 r%l <br />no <br />0 <br />40. + <br />46 F. P. •� J =Y ao/ <br />P.1.201 t 89.8 g/ <br />P. O.T.3H+00ac- oTm P.C.200t57.4 P.O.T.210}00 a <br />2� '',-00 o qo P. T.203t20.5 » \a <br />'j f. P. FP t� i F Perry -- <br />C - 9,672 C.Y. ` t 94.4 <br />R - 5,159CY �E ' <br />1130 F - 11 ,412 C.Y. <br />. - - VP.1.199t 78.79 <br />iE RESERVE 3,120 C.Y. FOR SELECTED EXCA\A0.TION. 1182.29 <br />1120 —1.0 % 1180 <br />STA. 189+00 C.P. CLASS aL REQ'D. <br />FINISHED GRADE 1-24 X 56 BREAKER WALL <br />1110 SKEW 30• L.H.F. <br />1170, t <br />m <br />1100 /� ROCK PROF I LE 1160 <br />lz <br />o i v <br />1090 x 6'cl vc = 1000' 1150 <br />ti <br />a / m <br />1080 <br />*w S.R. RT. H LINE 1140 <br />°_'v STA. 191+65.55-OH+00 Ioy <br />V h <br />/ > STA. I H+61 <br />1070 I-IS"X24'C.M.C.P. IN PLACE 1130 1130 <br />ROCK PROFILE REMAIN 8 EXTEND WITH O X90 <br />1- 18 " X 10' C. M.C. P R T. R E Q' D. a? <br />1060 1120 - M N _ 1120 .1 <br />OH IH 2H 3H <br />OD <br />dN CD d w CD CO CD CO CD CD CD CD 1- O h CD M N In N Irl CD CD j <br />O O IO N aD d O t0 N CD It O CD O to M 10 O CD O <br />P N CD CD OM1 Off iti O {D – h MOD It Of y;j O IA CD N d 40 1-: CD P 1� <br />O O OO O O O _ – N N M M d d to c0 c0 tp N }. 1- 1- N 1• P <br />180 1 2 3 4 185 6 7 8 9 190 1 2 3 4 195 6 7 8 9 200 1 2 3 4 205 6 7 8 9 _210 __ . I1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.