HomeMy WebLinkAbout1965 S 085 (9) .pdfINDEX
OF SHEETS
N0. I
NO. 2.
TITLE
TYPICAL CROSS SECTIONS
Qt
NO. 2
ESTIMATE OF QUANTITIES
NO• -
MISCELLANEOUS QUANTITIES
IOn
N0, ®
NO 3-6
RIGHT OF WAY PLAT
PLAN AND PROFILE STA. 20+00 TO STA. 6S+30
B OT
NO.7-7.5 STANDARD DETAILS
I NO —
DRAINAGE STRUCTURES
IDA N0.6-16
031,111H
CROSS SECTIONS
m
131
wOS-
STATE OF WISCONSIN
STATE HIGHWAY
• momommummmw
A D PROFILE OPROPOSED
EMERALD - FOR,EST ROAD
ST CROIX COUNTY
PROJECT ` r
i
APPR0X�567 FT SOUTH OF THE N.E.COR.
OF SEC.I T-30-N.R-16,W,
- STA. 119142. PR04 S065121
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SIGNS
CONVENTIONAL
6ULVERT$ IN PLACE. ..........
.
LINE
CULVERTS REQUIRED--- ....
r,r ( LINE_......_..............@�®�®"�
HIP OR RANGE LINE
--
DROP INLET ,..,...._...,...
M LINE......,,_,...
POWER POLE.....,.. - X
TELEPHONE OR TELEGRAPH POLE----
GMT OF WAY LINE,..
RIGHT OF WAY MARKERSMUS
,Y
4T RIGHT OF WAY LINE
REFERENCE STAKE FOR MUSS ONLY
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WOVEN .
MARSH- .........
A.y ...,_
6AR6EO.,..... .
.. �..-..-_..._
_ ,. ..._ _ m
kE..., _...
HEDGE.,.......... _.._..,.........
WATE OR CITY LIMITS
TREES......,.. .- --
-
tTT LIME--... ......
_EP wAY OR P E.... _.......:,
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GROUND ELEVATION _-
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IR SURVEY LINE,_....
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GRACE ELEVATION.,, ......_.__..
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SCALE NIlES
TOTAL NET LENGTH OF CENTERLINE N 1,313 MI.
-6TA. CU
50+74, PP, SO65I3)
APPP,OX. 41 FT, SOUTH OF THE NE COR, OF
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AS - 151- STA 35+865 AZ - 209;0?'
& - 28' 4 A -29' 2
D -4-30'
0 - V 30
T - 32693 T -32971
LC. - 640 00' LC.- 645 17,
BE,- 0661FT
S,E. - -.066 / FT. TRANS -160'
TPA]45 160*
STA, 35 + 865
CONST CTH *S' INTER LT.
I - IS'X 40' C.P IN PLACE
I-IWX50' CP IN PLACE - - ----------- ------
REMOVE 75
I-24'X44*C.P. CLASS III REQa
2.0 CY RIPRAP RECID.
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---------- STA. 35 + 86,5
D APPR RT,
BOX IN PLACE
TO REMAIN
I
STA. 45 + 50
CONST FE LT.oz I - WX 26'C P
wr CLASS a RE Q'D
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CLASS M.REQ`D
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STA.63+01,33 AZ ISO- 17'
AZ- 17V28' S085(9)
STA, 87+00 TO STA. 88+51
CONST SOD DITCH LT
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C�JNS��TP8 CLPT CONST COMM, ENT
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I uj CONST Fl, LT, V81+113,82+40,83+42 aZ 85+94,86+16,88+22,88+80
Z' I- IS' x 26' C P. CONST. PE,'S RT CONST. PE.'S RT.
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w CLASS M REQ'D. 6- IS'X 26'C P CLASS M REQb, Z� END PROJ—
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NET CENTERLINELENGTH STA. 6 + TO STA. SS±3Q-!-2W30 LIN,
71 IT: 21 1 11,
CUT- 2=3- .... .. FILL 39 C�y
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---STA- IN PLACE
REMOVE
STA I- w x CLASS Ea REQD
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RE
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C-P CLASS-M REQb-.-- ---- ---- -- -1120
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3.5 GY, R P R P REQD.
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