HomeMy WebLinkAboutA 1951.pdfINDEX OF SHEETS
SHEET N4 I TITLE
SHEET t42-2.5TYP;CAL. CROSS SECTIONS
SHEET N43 -3,3ESTIMATE OF QUANTITIES
SHEET NQ 3A MISCELLANEOUS QUANTITIES
SHEET Na - RIGHT OF WAY PLAT •A 26+250 •A`61+24
SHEE',` 44-IG PLAN AND PROFILE STA649t6b tSTO STA. 838+00
t
(t r•-*". 4n-85 STANDARD DETAILS
NO - DRAkNAGE STRUCTURES
�. Na3:-43CRIGS3 SECTIONS
I
wE
L'K
LINE
Nt CA RA• BE
f RIGHT II -.T 6. NE
NG! t WT. EN
"t mA4ac0
TSE QR „4't y. MISS
[" LINE
tDMATOR PE
OS_.
SVRVET LINE
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
T-LAN AND PROFILE OF PROPOSED
HUDSON INTERSTATE BRIDGE AND APPROACHE%-*9
HUDSON-HAMMOND ROAD
ST CROIX COUNTY
PROJECTS04•
I
i
SOUTH OF
THENCE EASTERLY TO A POINT APPROXIMATELY 305 FEET EAST
AND 75 FEET SOUTH OF THE NORTH 114 CORNER OF SECTION
BEGINNING APPROXIMATELY 305 FEET EAST AND 75 FEET SOUTH
OF THE NORTH i. CORNER ♦ i
RAN Ik. eM rt.
SCALES C",,,P aeCTYONa N0R� n IN
BASS L.
WNCM Y'm
{
57 t
SA,/ . s
` DOE PH �
1 NIL Pa
t
w[
BEG_ OF PROJa F L06-5 �.OL.�
�STA.649+88.75-END
Pa OtS F, C6 5(7A61 a BEG. PROI, Ft 06-5f21
STA 66a+30.222 �
. TO 665+70^2
[PRo,.FLoG-xt61} EXCEPTION YO NET LENGTH
BEG OF PROD F028-2C15} ,f�
STA A 28+25 OS- 4
SEC RRO3. P42 m-2(v21
STA. 670.709 PROLS. Fi, 06-St9#3I F
END OFPROJ F 1Po06-5(4) f
STA. 671 +OU'
ENO PRO,. Fi 06-508 BEG. Ft.06-4f37I
ENDOFPR0,1, FI.06-4(39)
CONVENTIONAL SIGNS
STA. T19+00, �_,,,,_%
BEG.OF PROD. FLO6-4(4n
CULVERTS N PLACE .. _..:=�
®`^ CULVERTS .. —.- --="
.....
STA 5 BEG .P0-Et.Od^4440)
m. DROP INLET.... ... .
i
END PROM L06-, I._L._
POWER POLE... _...
TELEPNCkE OR PALE. _"_j
_F._tl
_.. _.... . -----
38
STA . 83a TQ 4 AIR A.r 6-4440%
ARKE^aRARw
R,GNT OF WAY MARRE RS A...-.�
_..... _...... _ REFERENCE STARE FCR RUBS ONLY T�'{-r,•
..... _. ®w.;
PIARSN
TREES ..... ._
s...
.... _, GNWNO ELEVATION•--5-
�: �� a
SPREE E¢.E VATi4k-+-+-----
p R �' x7/OLNLR
00
A� RO
E.
T_ 25-'+
aeven
FALL"� R f8 M
LAYOUT
SCALE N�
,... NET LEN;T4 OF CENTERLINE
F 5 C 4 B • 0. 299 Mt
RURAL
F1.06-514) a.074 All
NO PL
TOTAL NET LEN:TH OF CENTERLINE
F.1.06 - S t 41 - 0. 373 N:
»
F.8 o,I-41391.0,443
NCPL
" •• '•
F1.06-4(39t0,466
RURAL
• " ""
F. 020-21151=0-622
°AC?L.
• '"
F1.06-4640} 2. 254
!!URAL.
TOTAL"
M'd
nANd
[.'-L.F�- V
aYtS1011
ae+e
MlGn4AT
sECTok
anrE
E FEdRAL
oRF�Ce
RvreeR
6. 5.......
Ii 3. 34
S.
55,v
__—
6.4
z6 2
M2.15
5 N
14
FL06-4(41)
BEGINNING APPROXIMATELY 163 FEET WEST AND12 FEET
SOUTH OF THE NORTH 1/4 CORNER OF SECTION 31, T.. 29 N
R.19 W., THENCE EASTERLY TO A POINT APPROXIMATELY
1200 FEET EAST AND 85 FEET NORTH OF THE SOUTH
1/4 CORNER OF SECTION 28, T.29 N. R.. 19 `N.
4TA11 WIGMWAY
rdNM�sa ON 01 w :ACO"
M os4 wa.
C.. PACT:
RRCQUM[N[fea IOR IT q n["
Arreovea
e4',^•.1T4ENT OF CONNEIICE
gLFFAU OF P,BLIC,, ROADS
,,CCNNFeOEO F'CR APPRO"L
, G-' POT EN"'IECR DATE
APPROVED
_..... _ _ STA. 650 4 32 AT & _LT. _.
TYPE 'k` CATCH BASIN REOD
TYPE'K' GRATE REOD
EL, TOP C.B. 696.39
EL, OISCRI 693,47
OEsRTH S.O9°
12 X. 30` CGSM METALFLOMF CP REGO
c
STA 649 t88.T5
BEGIN PROJ. FIO - (�})
.. STA 626+%25 TO S-A 649+B6.$
ExGCPTfON TO NET LENGTW OF 4
IY-O' E._...
MINNESOTA 81I0GE 4O 5999 WfSc BRIDGE NO 55-911 _T
NET i ENGTH OF CENTERLINE STA 84v P88.75 70 STA 653+90 • 40Y. 5 '':01 FT
n
r.
"-. 40:N TAPER
Y; ypW
mf ®d
4 mg
„z' RA
��+ « 655 � n_ ae'- 4.� It'exn[s
PPRO
0 CUR, E q0 44fCH I ep
H,P7 m
W
P;
U
b
a
NET LENGTH OF CENTERLINE STA 653.94 TO STa65Sf00.410 LIN FT
1
a 0
of D
m
o
._ m
'G fS
pj vs
Yi
0
In
650
651
652
653
654
655
I
1
r
700
7 4
690
4
t'
___..680. x.
P
a
0
0
0
u
tr w
m
m ,ty
w
12
jjj(
656
657
658
.�fg:
t
STA. REMOVE
TYPE
'CS0. ( --_ E}p0j"(� 4� �.
REMOVE TYPE "G' G.H. `' t S( i^
4 BENCH MARKS " "_ FL0 ___5 4
STA. 675 t5 NO ST0. -- QE SCRIP TY01f _ ELE " - _
REMOVE 12 X22 SEWER PIPE �`. -
_....__.._.TRIF
�..� re � � � 3A •Z�•MO�•'KTERHTDRANT'----
\ rrr STA. 6T9 +85-14'-5.5 LT. STA.679+85 LT. T I •� .(
REMOVE TYPE'G' C.B. REMOVE 12"X 22' SEWER PIPE
d STA, 67 to R i 'STA. 675 +35 - 94'-'S,S RT } T.
REMOVE TYPE 'G' G
\��� iADJLI ST STASG. B�Rr
COYERH y �,�' �h '« ''"•�. - ADJUST C,B COVER REMOVE TYPE G CEBMOVE 12"%12'SEw ER PIPE
;w \ . ..Q }�±= 483 ------ �T --------------
0__'__ Yt ® d' i• ♦t t_14+
�.,_.�. I
M m STA 6TIr00 sTN No 357
a+ END PROD FI 06 5 ( ¢ ) ----- _
"6 ~K o� BEGIN PROD F106-4(59} ,..
`N^ ^ 6Bp 'GTa, 68{+75 RT. 665 $TA. 6854p¢ I4-5'.3'Li"""'"" ---s--- =... + e_. _._ ! ___
ADJUST C. B. COVER ER REMOVE TYPE G'C.S.IV
670 *�� 675 a p sTa. 685+06 LT 690 }
...___"___._+....,....._.._+._ ....<x� \P@++93.6 J1 _ "r _-m-N.87•ST ., ...f REMOVE 12"X 16* SEWER PIPE d 695
STORM
STA.675+5b 28`RT. STA. Goo
2P'R 8 1- ;USEGRATE FRD M C.S.STA.'•" r� id�� ««�l2 Xr2"R.0 K�o- wve�nscn K� N R64At01
! USE SALVAGED GRATE FROM STa. 680+00 32 3"RT. - FSTA. 6R5+40 350'RT� `)^ 's- _Iz"xi2`R�G.SP,t�
'.TYPE GALA REO"D .,-�---SPECIAL"e'G.B.. REO'D 4x4 CULT
REMOVE TYPE `B C.. B.
CZ. 675+35 LT, 685 +06 0 F I STA. 685+06 RT. _"3; [ TO BE RE QtED _._._... _
" EL. TOP CASTING 75T54, STA.. 680+00 28'Rf jr, REMOVE C.6.4 x4 SALVAGE GRACE 10m—
,t EL. DISCM,. 753. 61 TYPE `G' C,8. REQ'O EL, TOP CASTING 796.42 r yr: r. __._...- .-..,._.__..... 77
r 1 EL. DISCM. 792. 11 {'a ,yr I 1+60 28'RT, --, a! t Ef{ p STA:-69 «a' -. • \ USE SALVAGED GRATE FROM GB 679 +85 R,. `" ,O. , ,+ STA. 691+60 RT. 4
�°' % TYPE'G'C. H. REO'D 2%2
EL. TOP CASTING 775,54 A .�
t 35 R`. A POT 4+25 7 ,USE SALVAGED GRATEFROMTYPE'L' C.B. RE@ 4X4 •. !
°r EL. DISCH. 771.3 (( p! p L= 6T5+35 EL. TOP CAST 842 83 -'� L.-• :'x 12' SENE.l PIPE '� f - EL FL 821 93
EL D4SGM 8t6 83,.DISCM. EL 8i 6. •' SPECIAL B'OC. . READ 2X2
(('' USE ALVA GED GRATE FR 6R
` . (STA. 686+40 40'RT, A. 686 t40 z RP ( C.B. STA. 680+00 RT.3322- "
® r a-16 A .P .!. TYPE'L" C.8. REO'D 4X4 TYPE G C B REEID 2X2
YYPE"G00-SR 685+ """` ' 4 4I N EL. TOP CASTING 834.0 ��PE~ STORAGE RETENTION DAN EL. TOP CASTING 902.03 USE SALVAGED GRATE FROM
STA GTE+pQ-"SiA 6�+38 RL IN -
STa, 6TS t5q - 32°-3' RL 7 , f� _.._.. J T.. r
REMOVE TYPE'e" C.B. \ STA 6714 Do. STA 69"Co R2 ,.: i_.. d IN PLACE ( EL. p19Gk. 793.17 C.B. STA, 6T9> 5 EL. DISCM. 830.t3
$ STA GPI#OQ- STA 69tt00 LT. 686+00 RT.EL, FL, 80I..OR
1 • SALVAGED C.M C P. 24'X42" EL, DISCM 796. 4
RE SET t 75 RT OF IE
NET 4ENGTN OF CENT LrRE STA 671 tp0 TO STA 694+{1.4 23414 LIN IS P
RR TRACKS TOP BASE +,,94 e, rr . 1
^i -. ..i_ .+♦6•.05w RAIL 757,39 756.9 47{ 14
+7375E,RAVL 5772 57.2 u F-2627 C.1F,
-,
_ SR4.20S .._-..: iA.t__:.._
BORROW 120 G.Y, axw20%
SALV: TOP SOIL=174 C.Y ; j i= ... , _ - I , t 1@®0Vc
ZLEZSHT C.Y. TO OE HAIRED FROM "A. 694+414-722+80 .. i [ : � I -. _ � tip` R�_4La�5 q t
0 GRACE
78Q
t
r
I
I
BTPQ
76
82
9 r ,
00
\ o
r I
r .. .. _. �... e
8
}.....7R
STA. 67O+7t
R.R. BRIDGE NO F8-4 IN PLACE
WNC BRIDGE NO 8-55-915 _ 70
_._.
t
VeMo4OocDo coo Kt of ® o _a,o-san b oOaa r..: ,._a.. o to mPx -EP
M (ar- mas o 0 ilIn a a m c= N It 0 AD 01 In 7 U) o of IT 7 w @ a L6 o 3 o CCQP o 17 in
co-' Gy_ oAto t+
6
qq 3 H
a i ..
a
! ! h w 39 ♦ er x a ". T .
��..�...m....�_...tee_.—�_•„r®___........`...... P + b i, 4 ! P h t e h •(_ _
670 ,.675 68O 685 ! w 690 ", _,_ 695
—" __ P.O.T.STA TZT+55.45
BENCH MARKS
DESCRIPTION EIEV.
If 36' TREE 66' RT, $43.63; 6
F3 I WSOFT MAPLE 38' RT.; 847.45
SO $6'SOFT MAPLE 3B' RT.�841-fig
STA. 726 • 75 PE. LT. r
I-18'%20' CG.S. M.C.P IN PLACE REMOVE
x 1-18'X28' CULV'T PIPE REQ'D
720 725 730
q STA 719+00
eTR GINNIM�„QE PROD F.LD,6.-4[aoi a 4¢4ei
x o
a � _ 4
LAAN y 4A.De
LT
d`
1 r
+ � S
1
�
No Ct
J
4
STA 721+63
CONST S, R. RT
® 4
STA.723°33 PE. RT.
1-18'x20' COSMCP IN PLACE REMOVE
1-?4--28 CULV'T PIPE REO'D.
fim
STA.746488 TN.RD.LT.
1- 24'X 36'C'4SMCP ;N PLACE
SALVAGE AND RESET
1-24'X 42' SALVAGE CGSMCP REO'D
SALV FROM STA 745+81
740 745
0
0
R'•P 4�4.3'1
®.FLQCz_4 tC°3�43 _.
J i
I
im
--------------------------
®
-�-- �'
PAST.
f �•0
} PAST PAST.
? � .r
PAST. so�_r_
> y
py
f
I
0 aJ
a
6>
Z^ P
n a
x r�
6.
¢
r + r
az z
a
STA 747+09
1; ; v
Z x
- CONST PERT.
y m w
a
STA. 738. 53 PE. RT.
D
$
1-IS"R26` C.OS. M. C.P IN PLACE REMOVE
J a
F24'X28' CULV7 PIPE REQ'Q
W
c a
� a
�o
R
ST A 758+50 TO STA 761 +GO LT SIDE ROAD STA 766+OORT,
BENCH MARKS CORSO. INTERCEPTING EMBARK 765
EDJEV,
86 1 03'
----
-----------
STA 758+50 LT,
SOD BACKSLOPE DRAIN REQ`D,
STA 756+50 m___________
CONSTRUCT PE, LT
LT + SOD SACKSLOPE DRAIN RE(�D
750 755 760 RAIN RFI�D
765
CULT.
PRESE.T 4M
PI, 772+16J7
AZ 182-20'
EQUATJ
STA 772-
- Cr. TJ
TM
FkOfr4(40)
STA. 7 73 + a 0 TO STA 7 7 4 + 60 LT,
GROUTED RUBBLE PAVED DITCH REOD.
-Tl
---------
I
WOODS
PAST,
-0wr
$YMrw
STA, 760 50
--v
CONSTRUCT PERT,
0
I- 30'X 30' CULV. PIPE REO°O,
0
STA. 766+00 FIT.
STA. 775 + 50 TO 7 78 + 75 RT,
CONST SD.RD CONN.
STA, 767+24 S.RD. FIT,
0
GROUTED RUBBLE PAVED DITCH PEO'D.
I- 24X69'0.G.S,M C R IN PLACE
TO REMAIN
3:
STA.768+50
TO STA. 779+75 FIT,
STA. 776+00 RT.
CONST. INTERCEPTING EMS,
¢
SOD BACKSLOPE DRAIN REOV
STA 769+50RT,
SOD
BACKSLOPE DRAIN REO'D.
STA 77$ + 50 FIT
SOD BACKS' OPE DRAIN REO'D
NET LENGTH OF CENTERLINE STA 750+00 TO STA,780+00 -3002.68 LiN.FT
EXO - 12460 C,Y 614C� FXC - 12,074 C,Y.
E.a-S- 5UIL C. _ -
EXC 7047 c,Y.
UNGLXC71p5fy
EXC.. 12971 CY�
E]54�-- 96-Cy. UNC, EXG
I
EXG 95703 CX�.
`67 C.V.os
130 -Y
+
EMS. 9499 C.Y.1
B. R 1070 CY
EMS 10,874 Gy
'EMS 5712 C
8F , 224 C.Y.1. E MB, 5911B C.Y.
EMS' 10541 CY.1
BF too
EMS
Ems 12991
108911 G-Y, B* 2OZC4Y
�T
E49 1 319 3 C.Y.
P.E. 305 c
10%
S�RD� 250 a YX-F
SH6. 20�
SNO-za�—'
SALV-TOPSOfL 59 C,Y�
20%
1
890
SALV. TOPSOIL. 172 C�Y.
SALV. TOPSOIL 98 C,X
870
860
tZ,
850
STA 757+94 STA 763+93
CULV C-939-36 INPLACE 1-24'X70' C,G,S -IK
-C.P.INPLACE REMOVE
REMOVE 1-30,xlce�wcr-p. Recta:
STA 767+24
1-30"X84R.C.C.PPIEO'D.
PAVE BACK SLOPE)
+
am i
E14- 0-
830_1
STA 778+75
`1-36*Xt42' 4000tr IPLQC,Pll RROIQ
0
CS
N
10
41 A
t�
ai
750 755
-
-- --- 760
765
770
775
780
t
BENCH MARKS
--orsCRIMON ELFv'
16 TWIN OAKS i5'LT i%4i 6
T887,56
WOODS
STA 786+00 TO 788+00 LT.
GROUTED RUBBLE PAVED DITCH PEQ`0.
STA 706+00 TO STA,798+00 LT.
GONST INTERCEPTING EMB.
a
m STA 786 + 00 LT
< SOD BACKSLOPE DRAIN REO'D,
ti
790
STA799+50 TO STA 805+00 LT
Pl. STA, 796.00 CONST,IMTERCEPTING EMB,
I 1- 54'
D O*W
T 190.02 FT,
L 380,00 FT,
795 Soo
+
STA.803420 TO STA 807+00 LT.
GROUTED RUBBLE PAVED DITCH REO'D
PASTA. 303+203-6
1 1- 32' 36,*
0 0' 30'
T 154.36 FT
L 308,67FT,
Rlx�
M
E2�
PAST
Alt
ISO
rx,r
s FAST.
Wcoos
z
+
STA,788+00 TO STA.789+00 RT.
3y +
STA. 802 + 75 CONSt P.E. LT 8 RT.
GROUTED RUBBLE PAVED DITCH REQ`M
(SEE DETAIL SHEET)
STA,791+06 TO STA,802+00RT,
INTERCEPTING EMB.REQ'D.
WNW
.9
F.L06- 414q) T
0
STA.8084TORT
SOD BACKSLOPE DRAIN RETO
STABOB+30 TO 809+ 4,0 PT
GROUTED RUBBLE PAVED CITCH REO'D
NET LENGTH OF CENTERLMNE STA, .780+00 TO STA. BID- 3000 UN,FT.--- ---- I . . .... — ------ 920
EXr- 107670
CY-—
VN
kxc. 8510i
Cy .
�UNrExr-*8728 rY, 85122 910CBS 556 C.Y- —K&S- 20
EMS. 89,484C,YEM& 90196 -Y. Ems 69048 C.Y.
BF 712C— F. Qfly
SHG.20%
SAL
SALV. TOPSOIL 293 C.Y. I SAL CX -
WATIR
810
16"30'24'E i
pNIOTal
m STA.819+00 TO STA 92i+00 CURVE I B
GROUTED RUBBLE PAYED DITCH REO'D, CURVE NO.3 p1 821 +00 CURVE 26
t STA 1 • i" 22• PI STA 828+80.21
1 • 30 37, 7" 36, D• 0"30 I • 1" 39, 4
® STA �17+551L ®, 1" 00•
31-22Xt12"C.G.S.Y. G. P.. PIPE ARCH REO'0. T 281.58 FT T• P36.6T FT. D• 0"30` 4
D' SPA 617+50 TO STA.82i+50 LT. L>27333PT. T"165,00 FT. 3
<N INTERCEPTING EMB.REO°D. L ` 55267 FT. .6
1j L•33Q QO FT,. ou
n } +
m �
9d 815
WRODS n�
@
w
@
N pL„
C_..___—... ..
U~i W04D5
P,I, 818+38,62
WILL
e
I^�82Q __-_A"rr ae'A,T, III C6.t 8 5
4 7.
PAST
STA828+00 TO S29+00 LT
GROUTED RUBBLE PAVED DITCH REO'D
GROUTED RUBBLE PAVED DITCH RiO'D.
INTERCEPTING EMSREO'D.
U
mI
PAST
.,.,.
ilA815t50
PAST,
'.DPRQ,b,FQ28-2{!8)
-
D
4
T
1404,62 FT. @
L ^
2221,67 FT, a
if
CURVE 3B
PI. STA 836+00,22
1 . I' 54'
D • 0" 30,
T• 190.02 FT.
L• 380.00 FT
mm
m
0 PAST,
m a�E 840
+ !P
1 • 52'31'48` a37 STA 839+50 TO STA 840+50 RT
90 12" W, OAK 51 R 981.62 STA.812+00 TO STA 813+50 RT, Qa GROUTED RUBBLE PAVED DITCH REO°D.
B21 12` OAK 92LT 872G5 0" 8'24'41' GROUTED RUBBLEPAVED DITCH REO`0 {� STA 819#70 PT STA,831+00 TO STA832+50RT
T • 336.14 FT t-1B`X 56°CG. S.M,C.PIP ARCH R_O D.
88 _6` OAK 66'LT 88f,4O 6 E F CONST, INTERCEPTING EMB. STA 836+00 TO S'A 83H+90 RT,
L* 624.51 FT. ( GQ.NSL INTERCEPTING EMB.
50 24' OAK 145`LT 902.72
A 8 0 8 + 3 0 TO STA 809+40 FIT. STA 832 + 50 RT.
ED RUBBLE PAVED DITCH REDID. STA.822 +20 RT, STA 829+50 TO STA 831+30RT. CONST, SOD BACKSLOPE DRAIN
STA 8t5#00 RT. 1^30-X 8�'.RCCP. REO'D. I GROUTED RUBBLE PAVED DITCH REDID
STA 908+00 TO STA 812+50RT 1-22"XBO'C.G.S.FA.C.P. PIPEARCH,REO'D. f- TYPE'D CATCH BASIN R20'D,
INTERCEPTING EMS REDID,
EL. DISCH.# 877.4 1
5TASf
CONST SOD
00 BA BdCKSLOPE GRAIN
NET LENGTH OF CENTER6NE STA, 810+00 TO STA839*2617-2926.t7 LWFT
EXO,-5,515 CY. ._ UNO E%C 5 , EXC-22044G Q �EXC 17356 CS ...
E BS.- I69 eT� 704CY®Tf E B 313 G. UNCL EXC-22,35'{G-X-+{y}I-R- EBS $55 07 ONCL-EXQ 17, Bit CY.
EMS-51, CEMB-1"B.Y427G
ELF! 189CYEMS — 51,736 Cy ,Y�EMS =IOp M" EMB
B.F 313, CY &F - 400G-YI4,87GCY HAUL 61,774 C.Y. EM8.FROV STA
B16+00 TO STA 16-a Of G`LIdE.__
SaL.YOPSOtL 133 G.Y... i _. ,.. &n6.s4Ott 372 G,Y.
SAL.TOPSOtL 430 G.X. SAL. TOP
FINISp D AWAD! C , ie f!PoIYnlD SRA
h ,
"l
- I-%2A8'R.G.CP.(4000 Dk RE00 STC).®29+60 CULV. NO, G,-55-5
'�.-'✓' .. d'^ 1-42`"x T2"x 90'-6" �. c. c., sa cq4,
STA, 825+90
1-36°X202 R.C.C.Pt4000 0 1 REO°D.
N 'f Ct
P O
cF
kx A
@ O
h
@ N @
O Q
R1 OS
P A
O
UI
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Wit$
Q1 Q w
pj
vU @ N
N 0P' O N
m T
m w @
@ C1 66
w @
m Ct
@
w w
W @
w
w
p@j".
In P li
@
w F: ai - M
w
@
@ @
@ w
@
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@ m ® m
w m m m @
e f_. 810
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8i.5..
820
825
w @ @
.
830
910
o
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