HomeMy WebLinkAboutF 1950 B.pdfINDEX OF SHEETS`
NO, I TITLE
NO, I TYPICAL GROSS SECTIONS
NO, i ESTIMATE OF QUANTITIES
NO. - MISCELLANEOUS QUANTITIES
MD. - RIGHT OF WAY PLAT
Ma OZ PLAN AND PROFILE STAL 0+ 00 TO STA, 129 +02
NO, - STANDARD DETAILS
NO - DRAINAGE STRUCTURES
NCL - CROSS SECTIONS
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
•
PLAN AND PROFILE, OF PROPOSED
A D
U.T H. "M11 HAMIMIOND KkJ
ST CROIX COUNTY
PROJECT S0554(6)
BEGINNING 2400 FEET SOUTH OF THE NORTHEAST
ern _ErtVIRE�CORNER OF SECTION 33, T 28 N. R. 17 W, THENCE
NORTH TO THE NORTHEAST CORNER OF SECTION
21, T. 28 N. R. 17 W.
HIR, KY. it'r, SURY MEAD INMAN Lt IN. �w
SACk"S PHI I . . I IN, -UOV PP. RANT. A I., - TO IT,
IRMVT GROUND %.PY'RYKA waR, I FT.
PCNTREFERRED TUC4-CFrLE—
TYPICAL FINISHED SECTION 11
��3 GRAVEL 8 A I
IeSA408 PRAVEL FILL
PRESENT ONNIV.41� I
TYPICAL FINISHED SECTION
OVER SAND -GRAVEL FILL
'EMTvR
Poi mr REFERRED TO ON IRCrLE
I IT SARC AND GRAVEL FL L
—PRESENT GROUND
SECTION SHOWING SAND -GRAVEL FILL
CONVENTIONAL
SIGNS _jT4 75405.5
LINE,
CULVERTS tN PLACE ..... EXCEPTION I
TY LIRE,...__
CULVERTS REQUIRED.,. _ - �D�
SHIP 09 RAWA LINE....,,...—._,
®._.
MR INLET..:,,..:..-......
ON
POWER POLE._._
414MI Of WAY LINE
TELEPMCKE OR TELEqRAP4 PI
NKIT RIGHT OF WAY LINE
- - - - - -
RIGHT OF WAY MARKERS I ..... . . A
REFERENCE STAKE FOR PUSS ONLY. jw-+
PENCE �WOVEM
INJUNED-_...
MAPS"
MATE OR CITY LIMITS
TREES -
;RTY LIME-_
I DIAL-
tLED WAY 04 IF E,
GROUND ELEVATF04
A1103- .....
M SURVEY LINE
GRACE ELEVATION
T,
W
17:A1"
A
T
R, 17 W.
A+ 2 a. G_."
LENGTH
R
'END OF PROJECT
PINI STA.. 0+00 PROJ,S0554(5)
T.
I VN�
STA. 0+00
BEG, OF PROJECT
'I ETA 290 +358. PROD.SO8680)
y
CENTER-
VILLE
LAYOUT
SCALE A—
TOTAL NET LENGTH or CENTERLINE -2.439 Mi.
CCWTY
AMD
IAY
GMW
RRftE
FAR
SECNON
A!:iI DNT
FEVDIESRIOAL
DFFICE
O
SKEET
WMEEMAAI
TOTAL
STATE
.FIDERAL
554.0
Wis.
I2
55. 6'
tt.s
5N
I
ESTIMATE OF QUANTITIES
THIS PROJECT IS TO BE EXECOTEZ UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CP THE STATE HIGHWAY COMMISSION OF
WISCONSIN, EDITION OF t94i, APPROVED AS STANDARD SEPTEMBER 26, 1941,
FEDERAL AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER 8,
194S, AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL.
WI.1% HIGHRR.Y
COMMt15PON IR
AROHION. WIS.
F.R.YI=T
OAT12-tZol"
INICOVA.910tP KAN AIINFOI,lt
_Alr U Oya_t
OEIAI OF COMMERCE
BUREAU OF PVBI_C ROADS
RECOMMENCED FOR APPROVAL
DISTRICT ENGINEER DATE
APPROVED
DIVISION ENGNEEP DATE
,.
. ® 22fiaa
PL-48{-61
180017'
AZ.
AZ,—
0 5 t0 '- 15
20 ='*
25 30. 35 a 40 0
45 5C1a.
55
_--
N
BENCH MARKS. _____!
TA- EL V.
i
TA 0+00
TA. nOt 15 8. PPOJ. S086II M "' •.
i
I+ t
�C
t
24102
_.---RT.
POW R �""®
10846
3
48+58
,T,..�'
_2�V��ELM
_l2B+S4 SF KE FIN RE.0. POl i G �-Ri4 i4 2
EQUATION ELEV. 162 29- 10000 PRO4 S0554p1
0
NET LENGTH OF CENTERLINE STA 0+00 TO STA, 65+00= 6500,0 LIN,. FT, =-3T
G.T. ,I { [--
STA.. G+00 -2BtOC '�"-'-41 _ 6 _.STQ. 61}50; gyEG .. GR41EC.9.=SSE. CCURrSE806 G Y._. _ _jf GRAIJf `���:. _ sE4
1
STA
5 — --
�a TO REMAIN,
T 6A 13+ I Lt
r
T .-: *0 REMAIN � �€ __ ( _ � _ 1____
t
r -p}j-
.f
a REMAI
p33+1
Ta.. i4i130_•.. 30°GSAe.GPN PLAGHiCG5 MA itRCid 4N F�tA -
z'�E-
TO
_ _—
x 'TO gEMA(jN RE MA14
• �. 7 Fx m" *. R. R. 8•.. rt o o o o d a "_-._ `V- _t2-Qt..___'"__ -` 2...._ p A�.
i
P I.-79+OQ PJI 92+577 C P.L-109+0.q
AZ-179®19 r7� AZ.-180'25 AZ. 179°54 R '
i STA. 129+02
1
r%° 9 SPA, p+QO PR PJ, 5053605
t
65. 70 75 33, 80 85 95: 495 too- 05 ,t: IIQ 115 ... 120 t25
___-'---___ ------ ____ ___________
- - --------- -- -
33' it
" } 33 "r.R 412 °
1TmN
EXCEPTION TO �t LENGTH \ At�. dl tr l.d STA 129+02U 0+00 PROD. S0554f5)
E 1
STA. 75+05.570 STA. 75+28.5 't i
NET LENGTH OF CENTERLINE STA. 65+00 TO STA 129+02. 6379 LIN, FT. __ t
..:t :.g. 1 ,sTAas_f;s { 'T®It#ars:... t. - _`
IT� 4
SAG, 366 t :�.. _ _ � 7
-
____ 9ASEsc yr 4 l I �..;.._ se*i
I '
_ -... e
t
l t
° f ! F 1 f -.._. __..BTA t4+T2-- ,STA 85+T'.. t :.
4 ,...._.__... I&'At..4E7.i4"GGS GP N
GL£lQt_ SPAN 20' ff E4' C.G SM Gp IN PLACE
C , TOR MAIN --F� TO R MAt74 1"
30_ HEaORCC 4.7° I _! - --I.. . t TO R MaN t . - ...... 1... _ .._ __... _ x t r. t3
� `i air p °* '�' ai �La
N N=�}jr�.,i,�°� ,ra_.._.Q! m...._.__� P._._9- _.._.St. _'R. '1.....,.._._...._.......__.�....__ Pt
4 5.__ G Z @ ,9100I 2 _3._ +F 5__.6__.7 8 9_Ito _1 2w-3 4 5 ...,6_- 7 8 .@. 120 C _2...... .......4..-. _ 7 @ 9 k
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