HomeMy WebLinkAboutG 1950.pdfINDEX OF SHEETS
04EET NO, I TITLE
WT MQ 2- 2.3 TYPICAL CROSS SECTIONS
NW Ma 3 ESTIMATE OF QUANTITIES
NUT NO, 3A MISCELLANEOUS QUANTITIES
MW NO.4-4.1 RIGHT OF WAY PLAT
NIIET NO, 5-12 PLAN AND PROFILE STA. 719 + 00 TO STk 906 + 00
MEET NO, 13-20 STANDARD DETAILS
MEET NQ21-23 DRAINAGE STRUCTURES
MEET NOL24-69CROSS SECTIONS
STATE OF WISCONSIN
STATE HIGHMY COMMISSION OF WISCONSI•
P-.AN,AND , PROFILE OF PROPOSED
k f
HUDSCrq�HAMMOND ROAD
PROJECTS F.I.06-4(40) & T06-400)
ST CROIX COUNTY
AORRITY
AI,O
HIGHWAY
BOVE
AND
SCUM
oLAvIA zEw� .0
,,RAL
oAr�ce
f s
ztl
I MIA`
SAEM
STATE
FCOLRAL
55A
6,4
A. ,
1
21 10
SKI
J
F,1.06-4(40) T06-4 (0)
BEGINNING APPROXIMATELY 163 FEET WEST AIL !FEET BEGINNING APPROXIMATELY 1326 FEET EAST AND 140
SOUTH OF THE NORTH 1/4 CORNER OF SECTIO&Z, -'29 NF FEET NORTH OF THE SOUTH 1/4 CORNER OF SECTION 28,
R 19W THENCE EASTERLY TO A POINT APr7P,-AATELY T 29 N, R 19 W THENCE NORTHEASTERLY AND NORTHERLY
1326.17 FEET EAST AND 90 FEET NORTH 0=_SOUTH TO A POINT APPROXIMATELY 80 FEET NORTH OF
1/4 CORNER OF SECTION 28, T 29 N, R 19 IR SOUTHEAST CORNER SECTION 21, T 29 N, R 19 W,
BEG, OF PROJECT
F3.06-4(40) STA.719+00
STA 815±�50-
STA. 815+50 END F028-208)
END OF PROJECT
F.I. 06-4140)
BEG. OF PROJECT T06-4(10)
STA, 839 26,17
CONVENTIONAL SIGNS
rATE LINE,
CULVERTS IN PLACE__....
RUNTY LNE� .......
CULVERTS REQUIRED...
*NSHIP OR RANGE LINE.......,..®._.__._.DROP
INLET,
ICTIOM
POWER POLE---
EW RtGRT OF WAY LINE..........TELEPHONE
OR TELEGRAPH ROLE-
OF
-19SINT RIGHT Of WAY LINE -
— — — — — — RIGHT Of WAY WARKERS..
'At few[ wove"
REFERENCE STAKE FOR NUBS ON
MARSH
IT L14E
HEOOE. .. .. ......
CITY LIMITS
TREES,
POPtRTY LINE
tAYELEO VAT OR P E
GRMNO ELEVATION ....
"LIKC.03
.54 OR SURVEYLINEGRADE
ELEVATION. ,
;CR
9
�l - i, : a .-
Im
R-18-W
Im
LAYOUT
SCALE
,ET LENGTH OF CENTERLINE PROD, F906-4(40) "2278 MI,
T06 -ACID) - IJ 56
TOTAL NET LENGTH OFCENrERLFNE-l434
023=1
im
I
STATZ HIGHWAY
Ol _IAFa,H
COA.�.
AP(R0110
DEMRTVENT OF CO.ERCE -
BUREAU OF P,aLVC ROADS
RECOMMENDED FOR APPROVAL'
�
DISTRICT ENGINEER DATE
APPROVED
—DATE
Ffr
�:
OG 4 (40) It T 012 -4-001
tl
NN
fj
1
tI
l
-
1�1
fK6. OF RELOO, ORDER
RROS. F.LOB-H46}
L...—�.._.__.__.
STA. 720657
OF RELCC. ORDER _,
d. T O5 47c `
rA. 910+00 MLL
ER•OGE
e 8E5. CFRE400
PRO j- F t OB-4N&O)
440}
sra. 72a+57
R IS W�CInL MAINTAINED R-fB-W
DETOUR
WARRREN
.•,e.,,iaE:Y+ �. _ r 3�ar t.N :. rc.. r-29-N
�, �RTS
s
ItSQN A grrr 8 4 �4
� DSO
41 i
r-28-N
i es
LOCATION SKETCH Rr.=796+00
SCALE AZ." 178-CE
r�.r'v�• 6 • r' 54'
0 D1 t 2 rr.
o' 30'
�
EauAfl ON
i` NVV
SE -SE +! 5W-SW
a+y
SE -SW I+
pw
�JJ
52%, q—
mild
90 ` 9 X 1 Lj
?` [ !3'
I 9I I`y
1 J rd r
v
+ 9 R0, I
0 1 i
NE -NE mi� NW -NW 1
........_. L __._. TOVYN__..._._._.._�.
29[4b
(`V,,
t IE
dca�S AYb A{:gfk fkY
FUfRµ
5ryE[T
A1J
.ilw)
'YNSKW
YUMBEW
ipE6Y4
I,HNaY
SEC'^V _
4t atE 4E Fant
PliKE..:
55.1
64
N 40
5N I
4
RL'
803+20.36
AZ +
ITS-2r 24'
6 .
t- 32` 367
a •
0' 30'
T +
154.36`
L
308.67
R •St459.2
In vSW-.SW SE SW
m m
O �
e
m � �
46 50`
T.J
4 aaR. S roNr'a. next 5+cer
P F _
13O' 1 � 50" �/N8' .8^.3"E 3 '�.` kS6'1R :.4"E.200. t.A RSBI'S2'E
20p
fY 4
29
2926 m
3233 w � u �rs a C \\
a m
I� �m Stg# + ro 'i
11 ib• a
NE -NW NW -NE 'a NE -NE. (A NW - NW IQ NE -NW
1 PB
4 ,
I
-- ..__QH._..__ .__. .L.. .._. .. HUD -SON__._
l I E at:eYa+ox4e ;
Az- 165.3r 36
4 > 5.37'36'
O t• cc'
T,. + 28L58'
L • 562 67
R,. 5729. 65
0
T. a 00.. 02'
L. < 380. 00'
R •11459.2
1
Im
SW -SE ",i, SE -SE TI
m o
S•
J
C m
w.ma
m m
SCHEDULE CF LMOS AM INTERESTS REGVt*ED
—.
RARCE4
OWNER
ACRES
INTEREST
Y
v LO Gn♦-1EY
2
WILFRED O RRC 14
1.04
3
wu J A5< V
3.62
4
ER lE L4 G PAIGE
777
S
t�
IGHAS % WARD
63 74
m>: E:
..C•. Y'aE EASE furs 'G'R
+9K»Ar pC'RPOS65 ExGER4-.
A'i C'HE3n ti E' YU ICd..
6 tATF HIGHWAY COVMISSION OF WISCONSIN k
PLAT OF RfGHT OF WAY REQUIRED
PROJECT F.1.06-4(40)
HUOSON — HAMMOND ROAD
i
U.S.H. 12 ST CROIX COUNTY
SCALE
. ,. ,::.5480 a' 4CR" EG4' DAiE06-26-5a
END OF RELOC ORCER 31
PROS -106-4L01 TASTA,
9IC-00
SE -SE
SW -SW
910 + po RIP
- 2638 fd -5' 1/4 CDR
NE NE
1
NW -NW
695 NOo 895+00
PART OF PAR. 5-
SE -NE
SW-NW
e B *0
6
NW -SW
t
COMBINED CURVE
P, . 8531,5264
AZ • 86.50'
1, • 93.10'
IN 112
0• Z-ss'- 4-3d-2-I5
T s 14Z509
N E - S E
TRANSITION CURVES1
67 3 36
7
040 +05 37 PI, . 960*7572
3. 39 46* . 3- 33' 487
D 2. W . Z. 15'
T, 79 20 79,20 m j
L 158.35 L IS& 35
P. 2$466 CENTRAL CURVE R • 2546.6
2410 AN
4. $6.02,24, sit 11.1r"x
4-30'
1912,00 PCc 819 17"a
R,• 1273 57 5
St
71
SW -SE SE -SE
END OF PROJ. FLO6-4(40)
STA. 839 >2617
DD
I
IGO, >
4 1*
Go*
PART OF PAR 5
.NW -NE NE NE
BEG, CF PROJ, TOS -41!Q
+ STA 855.2c�7
TOINN OF
Sw-sw
sir
IHUDSON
-,�1111
N111tll
Cttk1i ASD tGtOE4E1T
IECE"4
allo
xN1
DIVTStos
MINAI
SEC""'_
STAIC -pru.t.
55 1
64
12 40 1
wis,
55 1
64
21 to I t
I
5N
SCHEDS)LE Cv LANDS A 'NTEREST REQUIRED
PaRCE L OWNER ACRES INTEREST
6 IrRANK BAKER EST, 3.20
7 ALORO LARSEN 1,4!
a 1KENNETH J. RC14L 10.33
ACQUIRE CA$ "TS FAR HT3KWAY PURIOSeS CXCCPr
AS OT.ER`lIsE NOTED.
NIELS OIAL
PLAT � RICHT OF WAY REQUIRED
PROJECT F I. 06 -4(40)
1 HUDSON — HAMMOND T06-4(10)ROAD
U. S H 12 ST CROIX COUNTY
I
SCALE
3,480 tl`—`5��. - 2',, 's-20-50
Alt I
mcklru UADWC
IKF-
A��
DEScl �
-
720f-1
36* -R--68' FIT.;843.63.
•q
733+33
1 36'SOFT MAPLE 38* FIT 84745
go
749+50
WSOFT MAPLE 3!L!TL841.68
An
A,
720 -4 STA 719+00
P.C,T+STA 727 +55,45
STA. 726 - 75 P E. LT.
$- A* 12U C.G.S.RCP IN PLACE REMOVE
I - IS*AZe CULV'T PIPE PEO'D
725 730
A,—
LAW,a GAROEM
+
SK>'
w
Iwo o
STA 721+63
CONST S.R.RT,
-44---
T
L-,-.
P4
STA. 723.33 RE RT.
I - IS*XZO' CGSM.CP IN PLACE REMOVE
J-E4--28 CULVT PIPE REQ'O.
o
PAST,
fim
STA,746489 TKIRDA-T
1- 24'X 36'C GZJSACP :N PLACE
SALVAGE ANO RESET
1-24*X 42* SALVAGE CGSMCP REQ*D
SALV FROM STA 745+81
740 745
PAST
STA. 738+ 53 PC, FIT.
1-15P�26' C,G,S,M, C P IN PLACE REMOVE
g-247X28' CULVr. PIPE REO'D
PAST.
STA 747+09
CONST PE RT
0
750
4
0PAST
x
0 z z
www
Xwww
31 1
0 z
w w
NE" LENGTH CFCENTERLINE STA.719+00 TOSTA, 750+00-3100 LINEAL FEET
7
- --------- 0
E XC, 18746 C,Y�Lj
+
SALV TOPSOIL
405 C.Y.
r
r.
0 j
0
'A
'850
FIMOR GRAZE
10"1
-rv, Va —
I 4 ------
I:rvw,
KA
840-1
j
STA, 745+81
5 SALVAGE FOR USE AT S-I`X.746 +80TR LT.'
STA ;45+8t
1-30 XICW R.CCPREO'D:
is
al
t L
M c!
C4
v
111
a �; 2
u 0
V 1,
0 0
0
0
0 0
0 0 0
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0
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0
0
0 1
0 2
0 0 n
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Ir- I
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IT IT It
coci
It Ir
go w w
IT Ir V
go
Ir
IV
720
725
730
735
740
V
745
50
ff
BENCH MARKS
E
FjU
F106-4(4C)STA.773+50 TO STA774+60LT.GROUTED RUBBLE PAVED DITCH REO'O,
77PRESEwr R/W 7F ----------- -- -----
------
130WOODS
PREIEPAST.RWSTA, 760+50 a ..o_VCONSTRUCT PE.RT.f-30*X 30' CULV- PIPE REO'D,STA. 766+00 RT. ---------t STA, 775+50 TO 778+75 RT.
-P GROUTED RUBBLE PAVED DITCH RECONST. SD.RD CONN. STA.767+24 S.RD. FIT z r -ML 24"X69, QG,S.Mcp+ iN PLACETO REMAIN a3tz STA. 778+00 FITSTA.760+50 TO STA. 778+75 FIT, SOD BACKSLOPE DRAIN REQ'D.CONST. INTERCEPTING EMS.STA 768+50 RT,SOD BACKSLOPE DRAIN REO'D, MSTA775+50 FITSOD BACKSLOPE DRAM REQ'D.NET LENGTH OF CENTERLINE STA.T50+00 TO STA,780+00 30028 LiNL FTEXC 1571EX6 12460 C,Y kXC,7047 EXG IZ 71 r-1,
UNC4.EXC-12, T4 C,Y� T'11 UNC� EXC 13C1670�t+ CA
_;�. E KC.711 5C,Y, DiG.* EMS IOd4f C.. E48 I:asglEND, - B499 C,TJ I E4 �39_3 O.Y_1�7 U4C.ExQ l5ei33GY +jaa_134-C.Y 59! 1 CJ_ El_A_ __or ----- ..... - -10% 20%,P.E, 305 ("TJ SRw �50 dx 890
TaPSCUL-70SALV. TOPSOII� 98 C�Y.SAL%L IOPSOIL ITZ C Iy7 +0
t FINISHED,STX766+0
Jpp
SSTACt,LV 0-939-3G IN PLACE 1-24rX70' C.4.S_4o,P.iNPLACF_ REMOVE601830Remove0—S,TAI7r7+24 iI-30'gg
-x84:O�C'C.P RED 0. STA 778+7536"X t4V(PAA BACKSLOPE1_2010 0 o 0to Iz ca ce Id u; w;A,'l50 755 5760 76 770 775 780
CULT,
STA 758+50 TO STA 761+60 LT SIDE ROAD STA 766+OORT. P1, 772+16 17
CONST- INTERCEPTING EMBARK, 765 XZ, 182-20'
EQUATION
------- STA 772+18.8589
STA 758+50 LT. STA 772 16,17A
SOD SACKSLOPE DRAIN REO'D,STA 756+50 -------
STA 761+60 LT,CONSTRUCT PE, LT+ SOD SACKSLOPE DRAIN REQ7D
755 760
765
NO
M14
STA,
784+i6
4j[I
DESCRIPTION E LF��
--i57. �LT
--
IN OAKS 75' LT.
W- 84426
TWIN
SOZ+29
'LT 88T�56
6 LT
6:7 OAK K
slo
900
i9_0
-------
GROUTED RUBBLE PAYED DITCH REO'D
STA786+00 TO 788+00 LT.
P.EdD,
STA799450 TO STA803+00 LT,
803-`201-6
GROUTED RUBBLE PAVED DITCH
pi,
STA. 796-00
CONST. INTERCEPTING EMB.
pj.
STA,
32' 36,-
STA 786+00 TO STA.798+00 LT.
I
1' 54
1
t'
0.30,
CONST INTERCEPTING EMQL
D
0* 30'
o
V5436 FT
T
190,02 FT.T
306.61'FT.
L.
380 00 FT.
L
STA 786 + 00 LT
REO'D.
$00 BACKSLOPE DRAIN
795
+ 800
0 805
0
790
0
PAST
PAST6
N 99-57 E
FA 06-404) T i69
Im
--
------------
PAST,
Qp
STA,808470 RT.
3,+ +
STA� 802 + 75 CONST. P.LT. a RT� SOD BACKSLOPE DRAIN REID
STA-788+00 TO STA.799+00 R7,
(SEE DETAIL SHEET)
<
GROUTED RUBBLE PAVED DITCH REQ�M
STASOS+3OT0 809+40 FIT
GROUTED RUBBLE PAYED DITCH REO'D
STA,791+00TO STA.SOZ+OORT.
INTERCEPTING EMB.REIO.
STA 805+00 TO ST0.806+10 RT,
STA.794+OORT.
GROUTED RUBBLE PAVEOOITCH IREO'D
SOD BACKSLOPE DRAIN REID.
0
STA.8t9+00 TO STA 82I+00
CURVE 18
STA.928+00 TO 829+00 LT
GROUTED RUBBLE PAVED DITCH REOD.
CURVE NO.3
PI- 821+00
CURVE 28
GROUTED RUBBLEPAVED DITCH READ
CURVE 3B
-
PI SPA 815+02.48
1 ° t' 22`
Pi STA 828+80.29
Pt.. STA 936+00.22
FL-6-4 MW
_
I • 5' 37' 36'
D• 0'30
1 • 1` 39
a
STA 830+00 TO STA 831+30 LT.
t . 1' S4
' a STA 817+55 LT.
D ^ t' 00`
D• 0'30
GROUTED RUBBLE PAVED DITCH REQ'O.
0° 0'30'
t-22'X tI2` 6.G.5. M. C. P. PIPE. ARCH REOO.
' <
T ® 281.58 FT,
T� 136.67 FT.
L° 273.33 FT.
T. 165,00 FT
<
3
STA,831+00 TO STA 834+50 T
T= 190, p2 FT
- z
. 3°P STA 817+507p STA.821+50 LT,
aN INTERCEPTING EMB.REQ'D,
L 5626T FT.
,�
V330.O0 FT.
®�
INTERCEPTING EMB,REOD,
STA 831+DOLT
L° 3@O.Qp F7.
yya.
_�.�___
+
SOD BACKSLOPE DRAIN REQ`O,
tl
+
-
_"'7-----------_._�____".______...•.
410
N
westK Kaye
y, e +
w
F
..O
({edCE WIGI dE NOVed
BfC �`= 815
a
dY 4
825 .t..r4r caeii-°}. ca.t
825
630
835
840
$x
S87 52'E
�
..._
i
a.'
_. _.._
.
1 '!L
U
n .:...
WOODS w
t
_
iPAST
®
.....
_
0. O PAST. t
i
PAST. '
2aa #q .. ..._...-..�, ._......._ _...._ _.__. _...._. _... R�_ .' ., q' I 'ELL WOODS MST WODOS PAST
MST WOODS c TA 15+50 t Rr.., .... t
PAST. 1 . 68' S7` �
BENCH MARKS a ENDPR0J.F028-2(IBi D. 4^ a 4
t STA DE S.GHI PTION, —EfaEY T 1404.52 FT, ¢� WOODS
PA. file+33,62 L ° 222L67 FT. �
810+IS 8" OAK Ip0 LT 893.72 . 3� STA 839+SO TO STA B44+50 ftT' e
814t901 t2W_AK qai ''' GROUTED RUBBLE PAVED PITCH RE000 i
@22+92� t2' OAK 92LT 87265 0• 8`24'41' GROUTED RUBBLE PAVED DITCH REO'D t� STA 819t70 RT STA.831+04 TO STA 832+50 RT r
T • 33GA4 FT. I-18'X56'C.G.S,?WOPIPE ARCH REO'D, CONST, INTERCEPTING EMS. f
829+88 S' OAK _66'LT{ 881,40 S7A836+00 T4 57A838+40 RT,
L• 624. N FT, COPIST.INTERCEPTING EMB.
836+50. 24�OA K ____ 143 LT 902.721 STA 832 + 5O RT,
STA @0@t34 TO STA 809+40 RT. STA.822 +24 RT. i STA 829+50 TO STA 831+SORT. CONST. SOD BACKSLOPE DRAIN
GROUTED RUBBLE PAVED DITCH REO'D. S% 915200 RT, I-30"X Sf'?ZGP. REO°D, I GROUTED RUBBLE PAVED DITCH REO'D
STA 608+00 TO STA 812+50 RT I-22"X 8p'C.G.S.M.C. P. PIPEARCH.REOD, I— TYPED CATCH BASIN REQ'D.
INTERCEPTING EMS REQ'O EL.DISCH,2 877.0
SSA 810+50 RT a
GONST SOD BACKSLOPEORAIN
NE STA, @10+00 TO STA839426.IT-29261E LIN.FT
NET LENGTH OF CENTERLt r
_ _
._s EXG.-5515 Gr. _ i ExG. 22,®44 G ._ _ I }GXG 17356 GY _ _... f
QNGL.EXG BT 6tIQY
Y EM8-5d,189 GT�UNG EX05t 716 4CY E 88 313 G -UNGL EXG-22,35$ G.V, ed E.8.4 255 6Y __._. .. _ _. _. +a '` 0
^ ` .,,EMb- Ib,3t8 GY" EMP. -^- B8 63t1 pY EMB 14,2761 EMG — 14,6760.Y. ( 1
Wowv
6F, 189 GY! E+AB ELF - i 313 GY .... _ dF 400 GY t 92
t HAUL 6R,77; GY. EM8 FROM STA SA L.YOP301L 430 GY, I ' 1 0 _ -_-91d_�
SAL. TOPSOIL 3T2 C.Y
_.815+" TO9TA-t6+H} Of G Lt*t _._ ... .e� '
t SA L,.TOP501L _ @4{
50*
900
rlKtswEIRA t a2'e.nw.,. �a
t p
I 7
1 1 ra
g
STA. 0
-36'xlt0 PC¢P. REQ'p,
2J+GO CULrV, NO, G.'FZC a.
- °... STA. 3+50 ...�. y 1 ,r,
( 1 I- X246°R.C.GP140400p RE0'O i .. _ _. $T'4'2"x 72.x - F.e.. e. o'o,.
STA: 825O
}-36'k2CXR.C.GP(4CO0O.).. REQ'D.
I i
�p4p
._.... ,.. __ _..__. ._... .. _. . .. .. _._ _ ..,... . . _.... _ ... .. _... ... __._ .. .._ _.. �. _ . {
tR f 0 m O N PS ✓9 N m Kk O 0 tl P h m N m W9 tl _..P- m
.N f YI ,f. ... KS 0 m O h m 0 0 0 M m m 0 ®' m N tl '� 0 N UY f
.. a O di A - ry t- 16 ei f n I a,. _ f._ vi .: _ `P .I (A M__.. rcS 'u 0 ._.
'W p m w m pa m Cr m m m m m m m m m ® m m m m m m A �^
• m m m m m m m m m w m m m m m m m m m m m m m m m m. m ;m.. r.�..�
_a�L.� _�...._.... .._.. ._ _ ::..
3 - .._...._...,. _ _.._ _, .. . _. _. __ . . _._ ._.._..�... _..._.....�. r
f 810 _.. 815 820 625 830 P ,......835 i+ 840
STA 839+2617
END OFPROD. F06-1
BEGIN PROD T06-°
BENCH MARKS
A
IE CRLI—P—TION
S ON
'LFV
to 84 3 � 10
_ 6 WOOD
ryI000
14* COT P41W
14-F
2 7�5V RT 930.72
?-7 '5� 8
—il'LT
- 7J5
Zf 852�75
169
a F8
MAT F
WMAPLE
28 PL
-3 941.75
2Z 6 12- 69
36* E15i
36. iLj��
4L
34 LT. 93BA2
T`06-41I40) c
0)
COMBINED CURVE
0)
P. L - STA 853+5Z,64,
AZ -86*50*
STA, Brle+45 coribIrRUQT
P.E.I.T.
f 93* 10,
W-119-oeG,' CULVT� r%PF- RF(70,
T - 142509
TRANSITION
C-IRVE
STA 861410
TRANSITION CURVE
PI, •840 � 05.37 P,
a 6 0 t 75.72
CONSTRUCT' P.E. LT,
1
3' 3 3'4 S*
?a'CUW'T PIPE REDO.
-TR*x
3*33'48* 0 •?*
15,
D Z' 15' T -
73.20
4>
T 79,20 L -
L r 158,35 R-
158.J3
-5466
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