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SHEET 140I TITLE
SHEET NO2 TYPICAL CROSS SECTIONS
SHEET NO. 2 ESTIMATE OF QUANTITIES
SHEET NO, — MISCELLANEOUS QUANTITIES
SHEET NO — RIGHT OF WAY PLAT
4 8 + 0 0
SHEET NO. 7-8 STANDARD DETAILS
SHEET NO. — DRAINAGE STRUCTURES
SHEET NO. — CROSS SECTIONS
ERl
CONVENTIONAL SIGNS
STATE L",IF
CULVERTS IN PLACE — -
I C:-
-- = ---
CO"NTY LIN`
CULVERTS REQUIRED -
i)NNSHIP CR R-kOE,
DROP INLET,
5ECIION LINE
PDWER POLE—
OEW WlwT CCLINE
TELEPHONE OR TELEGRAPH
POLE
PRESENT RIGHT C ' WAY' LMR
MIT OF WAY MARKERS ,
A,
SIRE FENCE WOVEN
REFtvtE?,,"F, STARE FOE HUBS
CNIT
UAPS�
LOT ONE
HEDGE
CORPORATE CR CITY UWTS
rYF;',
PPCPERTY LINE IL Z.UL
TRAVELED WAY OR P E
1POLINn C k
RAILROADS, ....
BASE OR SURVEY LINE
GRAD, ELEVATION
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
* summommmomp.
PLAN AND PROFILE OF PROPOSED
AV% 11 11
USH. 63�UJH. B ROOM
C.T H. 11 N it
ST CROIX COUNTY
PROJECT S0172(14)
BEGINNING AT A POINT APPROXIMATELY 872 FEET SOUTH AND M FEET
WEST OF THE EAST 114CORNER OF SECTION 14 T 28K R 16W THENCE
WESTERLY TO A POINT APPROX I MATELY 744 FEET NORTH AND 410 FEET
WEST OF THE WEST 1/4 CORNER OF SECTION 15,T 28 IN R. 16W,
SCALES IFT VETFT' 1 10
63
BALDWN R -16- w
w
98. T
ND CFPROJ. S0172
STA. 146+00
END OF PRCJ. S017203) 1 AB
STA. 148+00
STA. 0-790-7 PROJ,50172(41
W-Molm
0
SCALE
TOTAL NET LENGTH Or CENTERLINE - 2, 11 `7 a1i
rdxtlm
BEG OF PROD. SOt?
STA. 36+20
jI
OqS
2 0
E55 6 172 0 l8 14
4
�
Lnod
ed22
'ROAD CLOSEDSit,
Pa of In2eCd Cy
S,stv,,,lnrT Er3 Pc l
30tir e i and bxtc r f
T e "70W
H11e y Cnm 5 .n
I
¢eon Ny Cecced.
MlIrI data p is fo
,,.. „
eQ nee 111
In Cat Setl end
"Inct 1 de c,
aaet shcp pa Plce5_
at Ice at
Pia " FRONT ELCVcT(l7N
!wM1YIX `a a}�vvfllEnY. —^
nele F9ock & 4` NTy,a
,v PoiM c9 $YriPee /HCrrtC'rdC
t" e ", Y ste e1 It, (Y
r31"11 la
R0,
r
e-ru c n� and / •�, C4b'.
0.�1 tie9
d�
\ P Y.M1 p 9FNwn kjkj
1
STANDARD ftQA6 CQNSTRUGTIQN BARRICADE
SNQW FENCES TYFF=Ae_.
GENERAL. NOTES
The C ^trees xn II conefvvct pio a and m^ rn M 'co^.ea 11 1,-, en tl•.ia C R d CI
e +u?ee N roe 5.a dnrd SPe Te ,tuna Sect " 007 t_r lee d nttto 0 1 e D•.te. .udea
F it ..e ly o ned fc, If all nmm9
il Ill, CJnil 9 C 4f dCr^ . B4 to ^ "" f P ..... I.d
p^yrE54 f0+ IPCef OCCEYR p4 mil bq e,.r,vad.
ALTERNATE DESMUS
C Cre oq x —r IC S e F`.y near fe, e11P1
arv. thle Lmwl�q, crvtl coon tpe 5'rgheeR ai„„rovpl nay he ueeC ux aEreennl es.
MEASUREMENT. d,pAYMEN?
A❑ Bmnc.^,de9 rnieas alner ded fa 6n the Pia* -a a 9l r Spw_"la" 'hall Ce
furnie6pd, pI_ced, aM n iM d and "vC f 9 t' r^en .r m:n a94 re
aib.. etl Cvr ¢knit to ,.n1311re6, tt ne inrbaCed to "I p/rce b'd for mnev Itcce
X4`1Nlr'
F'r er Te . b, "III
PI, adtl
S., lobe
EIgE ELEVATION
WOOD F'RAWE S PPPQFRT AT j
FOR SNOWFENCE TYPE !ARRiCQ®L
When 9orr;code is Erected on Rigid Tt Surfacing
of err NCR 7_4 1_0
1Y" 9 q
*
111
�ra I A,a+x ure ypMe:eA
e 4 it P a e. I 0
a
r..
In n
�x x S
rN
�
k e
r
--
1 f ''.n TABLE fN VALUES FOR IAIU
1/ J T��z 6 tt�FW SCngH _Ap{Lg}
i., f v,eYq r0. €ate?
v
I
st
eslrl
MAJOR SIDE ROAD INTERSECTION DESIGN DETAILS
To be "so only when m,?eM AST on Through Highway is I500 Cr aver, and
on, Side Rood is Over 200
srce
Nano
y .a
yi _ �'R✓
f Q rNRCVC rJ •< �`R F ivwhY _.. -. ys.
To be v SIDE RDA S tNYER;ECT10wa Less
IN 0 of
To a wed is Le Cnrtni AST Si Phroagh Nlgpwcy is 6tak tCan 1860 nr on
SIOk ROCd i4 Ltte ^hon 200
GExFRAL. bT£S
CmBmwa.w M» tlewm«a w M Br,^..
ESTIMATE OF
QUANTITIES
CONTRACT
NO...
7HS PROJECT 15 TO BE EXECUTED
UNDER THE STANDARD SPECIFICATIONS FOR
ROAD
AND BRIDGE CONSTRUCTION OF THE STATE
HIGHWAY COMMISSION OF WISCONSIN — EDITION
OF 1957, SUBMITTED FOR APPROVAL MAR. 28, 1957
FEDERAL AID REQUIRED CONTRACT PROWSBOITIS APPROVED JANUARY 31, 1955 AND SPECIAL PROVISIONS
AS ATTACHED TO PROPOSALS
GRAVEL OR
GRAVEL
—_
—
---
—
NET
EXCAVATION FIN�
OIALIT-
T�XA
CRUSHED STOW
CULVERT PIPE
CULVERT PIPE
GUARD
GUARD
MARK
yjqES
AGSREGATE
MMM,NOUS
STATION LENGTH
CLEAR GAU"o ------
SAND SHNG
I
RATTIK
RIP-
MARK-
ER
7
ROAD
FOR
MATERIAL
TO OF
I 'A two
GRAVEL ROAD-
OLD
I
COURSE
BE
RAP
ER
OS TA
MIX
!0TUMINOUS
FOR
STATION A
SENT,
FILL
OSTS
FOR
I
Z�3
BOA A
SURFA CE
LIKE
WAY•
WAY
ROAD
ROAD
=SO
SURFACE
MIX
COURSE
SURFACE
0 1210 1210
�210 jno-p
L2�t- jil -
2114,1
21164
2
z
25Q4
25zS_
3
2 IA��
-3
UNIT _��N _FL
C.
ry ST&
BY&
GTE
GTE
C, Y
Y
ax
LIN ET
Im FFT
N.FT
T
AT
IN
MET
IKET,
CY
EACH
EACIR
So. YO.
cul Y�
GAL
1 t 6 + 2010 14 8 + 0 0 1I1.164, 7 4
1
IPP O�O
k-,�S
77_� 0 6
y
TOTAL 1 164,74
SEECIII, N
�_u N rc RLIN C
20-0-
I L s'-O
BIT MAY REO'D I
1^ 114'/ FT SCEDOR IN
SOIL I
S'GASA COURSE IN PLACE
Z'GRANULAR "B"E COURSE POINT REFERRED TO ON PRCFIIF
In MACE
HALF SECTION IN FTI-j, HALF SECTION tN CUT
TYPICAL FINISHED SECTION
MIR
I NORMAL
0
zm��
'TE- L_SEEDING
SAL-
v. ,, TER
NOTE SHEETS 3THRU 6 INCLUDED To SHOW PROFILE
AND ALIGNMENT ONLY , OTHER INFORMATION
IS NOT PERTINENT TO THIS CONTRACT.
APPLBCASLE STANDARD CETAiLS
7-4 1 , CONSTRUCTION BARRICADE
9-1 1 2 SIDE ROAD GRACE INTERSECTIONS
B7-wqzdim
Rf. 70+40
A 10' 49'
D 6.
T 90.41
180,28
S.E.006 PTI FT
NYHAGEN
I ?o
E W
s"
NYHAGEN
N I -q 41/'
NYHAGEN N.
HELGESON
----- - --- --
LUND
`"Gv-f-
A 80
LUNG lI
-,
pl, - 90+38.9
AZ,- W' V
LUND
L D rnr
UN
HAGESE7H 90
P, I,
AZ, tBCI* 2�'
LUNG
Am
HAGESETH
LEE
90
9,5
PROJECT M72(13�
J
pl, — 103+97.8
AZ. — 180' 15'
LEE
LEE
OUR TAN LINE AT STA t 6T +
409 IS 4465' NORTH OF THE
S,W, GOR — S.W !Ma V4
SEG. 15.
LEE
MUSEUS
100
LEE
-------
�j HERMANSON
iujEcl so O d2
SPcEr G or 7
P 120 + 433
AS, 875' R'
---- ------- 71- 7-7�71---- - -----
-----------
2 10
E w
IU
OUR TAN. LINE AT STA 130 +
645 IS 5E15' NORTH OF THE
5 E. COR, - S.W. 14 - N.W. 1/4 -
SEC IS
BENCH MARKS
--- 2-47Lil
3 77+93
—+62 _SPIKE IN i8 PINE
SPIKE IN R;E,A POLE
.0
4 88+24
SSPIKE IN 28 OAK
MUSEUS
uro
'P
103+88
—=( -
GILBERTSON
SPIKE IN TWIN ASH
-
-- -?UE "PIN
ni
7� �V_+_32_.
C�� q3i+qj
9
SPIKE
_ _SPIKE IN N��QAK__---
OAK
SPIKE IN I' OAK
rl
-Z - A
-------
---
- ---- ---- - ----- -
MUSEUS
GILBERTSON
130
1
1
135
OUR TAN LINE AT STA, 143 +
94 OS 696' NORTH OF THE
S.W. CUR, - S, W, 1/4 - N W. 1/4 -
SEC, *
GILBERTSON
JOHNSON
I END OF PROJ S0172(I3MA)
STA 14E
GILBERTSON
LUND
145