HomeMy WebLinkAbout1968 S0557(11).pdfX OF SHEETS
TITLE
TYPICAL CROSS SECTIONS STATE OF WISCONSIN
ESTIMATE OF QUANTITIES STATE HIGHWAY COMMISSION OF WISCONSIN
MISCELLANEOUS QUANTITIES
RIGHT OF *AY PLAT
4 PLAN AND PROFILE STA. 4+00 TO STA. 34+00
55 STANDARD DETAILS
I DRAINAGE STRUCTURES
22 CROSS SECTIONS PLAN AND PROFILE OF PROPOSED
STH. 35 — STAR FIR Al RIE RU' AD
C.T.H. 111-111
SIT CROIX COUNTY
PROJECT S 05570 1)
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`MAN Y H, I. Yr,
SCALES , INCIILR .0K, I IH, —IIT
c..Sl SECTIC11 HO., I IN —10"T
-1
Y, AYAY.
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5 D56
55707 i r 111
1
1
FIL15 COPY
DESIGN DESIGNATION
ADT (1967)
620
ACT (1987)
900
OHV
135
D
60%
T
10%
V
so M.P.H.
�N.
N
L
L -A
H
IS
L iOz PRAIRIE ;P '--,END PROJECT S 0557 111-
EGIN PROJECT S 05570 1) STA. 34 +00
q
STA. 1- 0 ------ APPROX. 119 FT. EAST OFTHE EAST V, COR.
STA. 16+41 PRO1 $0557 (1) 'l OF SECII,T-31-14,11-111,W,
APPROX, 580 FT EAST AND 385 F7. NORTH L
OF THE NORTH 0. COR, OF SEC It,
T-31-N, 11'18-W.
Ll
I -
I, CONVENTIONAL SIGNS
CULVERTS IN PLACE
CULVERTS RECUIREO, ------ ----G
,iANGE LINE DROP INLET,
POWER POLE
AT LINE TELEPHONE OR TELEGRAPH ROLE
77-r�-�� OF WAY LINE RIGHT OF WAY MARKERS... A.
REFERENCE STAKE FOR HUBS ONLY LAYOUT
MARSH
SCALE m��
10 HEDGE
GCITY LIMITS TREES
IL - 13-6
7OR PE GROUND ELEVATION.. 4ari. 1'2i� ^I TOTAL NET LENGTH OF CENTERLINE -0.60
?�y LINE GRADE ELEVATION
1
W *1 -XIMIlm
7-
POT 5+LX3 POT 10+71,92 RICO 15+2500- POST 6+70CB
6+14 12 TN RD
STA 10*55 CURVE DATA cpc�"'
E-PEMOVS Pl 19+4700 C�'4 FN
1 - I S'X 38'C M' P IN PLAC
CONST TYPff SD RD CONN LT
L Z 104* 37'40' NORTHERN STATES POWER CON,
�44P�XIN�CP C ASS M REOD A 'Sp
STA. ?_ ENOWALLS PEID a 75' 22'20" PARCEL NO. 3 --10�too
CONST. F.E. LTv D 6*00' LT, 1161 ACRES STAMEW
I-I8*X2E�CLASSMC,P REUD. S.6- T 737 68' CONST. F E LT
1 - I 8'X 26'CP
STA 1210 L 1256 20" CLASS M RECO,
CONST PE. LT R 9549S
PROJECT S 05570 1) -V, 1-18'X26CP
1+50 ROBERT PULLMAN *,j CLASS M REOO VANS 180' ar 0
PARCEL NO 8
PRDJECf
L54—
LSO55700
kaaa
0.15 ACRE 7
lZTcl A JOHN %UTZMAN
0 PARCEL NOPG
086 ACRE
STA. 1+50 TO 20+00
CLEAR
GRUB 0 STAL
s fs- 17
F BE
��43-:Za- ' , 'T
10 RT WILSON
PARCEL N0.7
0.13 ACRE
J3 SCAT TREES
103 FT READ. IN EACH
iii-t 7 STEEL PLATE BEAM GUARD
-6/•- QUADRANT OF BRIDGE,
RIP RAP CH. WIDENING
A, 4-ANCHORS FOR STEEL PLATE
oP To EL. 87.4 BEAM GUARD REQa
135 DY MEDIUM RANDOM
_O4N iiUTO�4N. 4:FP RIP RAP REQ`Q
C4)j 00 K9 STA 15+25 MARKER POSTS
I 1w CONST. TYPEIC SO RD CONN RT STA. 8±60 TO 14+60 RT 7 EACH REQ`D.
Qr DRAIN WEST
OMER VIELLffUX OMEF? CONST P E OBLITERATE OLD ROAD
75- PARCEL NOA "I I- 18"X26'CP CLASS M REOD STA NOW TO 18 + 00 RT
0.37 ACRE STA 7±411 / ZOSTA il
CONST RE RT CURVE DATA 2116r�lco
1-18'X26'C P. CLASS M REDO
TN RD, RT @ 6+2500
�-- STA 480 (J* PI 5+0000 �6?'vz
CON ST PERT. STA.A12 1-48 6D AZ, 31-14 8 32'45' ENCN MARKS X� y� 9� CONSTCOM. ENT RT (24°TOP) 41 D 25'00"LT,DESCRIPTIONv
I WX 34'C.P CLASS M REU 0
D 7 64�7S ;SjAEv
L 12619 -DAN
+ 6 'SEOP - E=L�
004'IFT ff STA.
BRASS CAP, S. EDGE OFDAY1,1, 130'RT 10, ;5
NET CENTERLINE LENGTH STA, 1+50 TO 20+00 1850 LIN, FT, X
ONSW C
SE LE ER Z70 T R8823 TRANS VAR,
0 71N -z -7H
7
E:
zf- I-=-
7 f20
-7 7
tE: LEE
F1
=7
-90
Tu
m4N-7;lft4 h_e
9=55? SPAN$
PROTRESSE
106 SEE IDR-A'4046
7
—TE =-
0 I 2
P00. 15+2500° POST 16+70.08
6+14.12 TN. RD. - Pi. 32+80.65 _
(/ NORTHERN STATES POWER CaA2,. 161'09` PEW% "WELT "E�
N PARCEL NO,3 K Aai SEE PREVIOUS SHEET STA 24+33 4 5055701) It
CONSL TYPEeSDPDCON'N.LT
O ° 2 P 1. CURVE19+47 00A TtT- SF.l6 "
((( 8957-1-70
K K,ft- LR.
AZ. 104 ° 2' 20' 751 5`�
D 75'22' T N rt" STA 31+17
O 6°00' LT a a CONST PE I.T. wg P
T 73768' a 1- 16'X26'CLASS M C,PRECO P` '"'A
L 1256.201 Oro g » tOH R`"u-"""�
+ R 954 93' Opo o a EOUpt GT CROIX TEL W ' P--` ENO PROJ.. S 0557f i II D
R `t Z NF_W R;CH— ns STA. 34+C0
TRANS41 . lan' 4 of c+ ,y ro 'y0
o ail
4'OP'
i"....",. ,..,. .• 1H�� WGRCCi. Cfk Csl\
n 'L \N {` p
e "G \C} 1 .0 I"C f^^'l� 1.
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T1 / W `� o •- _i% V
9 N p 2 Y60 - -
25 "-
61 n 5t7
20 6 T
S 3 PERPE"'TUAYE COB IN ACCORO
Q \ L IE UTES5963
kT. t-" vsR `.. ANCE WITH CHAP )
W15CONSIN STAT
EOWARO PHIHAL
PARCEL NO"6
I 6 m 0.66 ACRE
*tPotN, 3'" '� -�.�k-
J 9 i Q
PINE W,V f.
`I i r1 PLANTING MARKER POSTS
STA,32+60'A f9*90-2440 RL 6 EACH REO'R
t CONST TYPE`B`S0 Ra CONN. AT
5-C,, l 1-24' X CLASS M C,P REOb. STA. 20+00 TO 34+00
9 r A t g1 1 ts. $ LQa�g" 2-APR CN eNOwaLLs REo'O CLEAR STA.
ca. L K R + s GRUB 0 STA.
STA. 22+6370 1 g t w
DRAIN SOUPTE sa Ra coNN RT.
{tt Tr BENCH MARKS
N0. STA, DESCRIPTION ELEV.
NET CENTERLINE LENGTH STA.20+C50 Tn U+nn ° 142n 76 1 IN PT 3 0 22+25 6;Tq D a CN NE. COR BRIpGE, 2 LT t05,05