HomeMy WebLinkAboutA 1946.pdfINDEX ".OF 5HEETS,
!ET NO." I TITLE
:ET NO,2-22r TYPICAL CROSS SECTIONS
:ET NO, 3.5.1 ESTIMATE OF QUANTITIES
.ET 9O. A-36 MISCELLANEOUS QUANTITIES
MT NO. 4-5 RIGHT OF WAY PLAT
PET NO,o-10 PLAN AHD PROFILE STA, 29A65 TO STAA79r00
PET NO. 11-26 STANDARD DETAILS
PET NO.27-291DRAINAGE STRUCTURES
EET NQ''aU 64CROSS SECTIONS
STATE OF WISCONSIN
HIGHWAY COMMISSION OF WISCOSI
•
PLAN AND PROFILE OF PROPOSED
PRO1 S72.00)
LL- SPRI V LLE O
IE ROAD
PIERCE & ST CROIX COUNTIES
COU-NSY
ACUTE
C.n55 AND AGa E'•EVS
FECEF L Y,
10N
ArvO. -
HIGXNAY
A4G
SECTION
^---
giATE FEEEM
D 4 N t N%" BER S
OFe E
47.2 1
72.0
25.1
WIs ( ' .
55.2
72.0
11.1
5N
.
,.
K.nO6
Ovv islan 1aR no. 6S4°g
f
STATE PROJECT NO. 72.00) FEDERAL AID SECONDARY PROJECT NO. S72,0(1)
•
BEGINNING IN THE VILLAGE OF SPRING %ALLEY IN THE NW BEGINNING NEAR THE SOUTHEAST CORNER OF SECTION 32
OF THE NW T28N R15W THENCE NORTHEASTERLY TO A POINT APPROXIMATELY
-OF SECTION T27N R15W THENCE NORTHEASTERLY TO 350FEET EAST AND 145FEET SOUTH OF THE SOUTHWEST
A POINT NEAR THE NORTHEAST COR, OF SECTION 5 T27N R15 W CORNER OF SECTION 27 T28N R I5 W
rCAY 9 M.
SCf,LES FR<IrI L"
icRoaa semOXa Hoar. r rca— x rv. YSRr, r rrt ... 9 rr.
Izw
El
L AID SE Rv
_P_
JE GF NO,S7 . 2Af11 • 570.. 179+QO
—
,
T
K
to
..
To
c
t6
t-
1}_
34
t W �k
6-
I
Tx
i
.
f
S'
r
A
T
.-
.. .. TO AMRTCLL-.•
.
A
27
N
�
�.
S
i�
f
I
r 3TNTS HtaXY(AY
".2PAL'NOMtf AaQ y
'^`
CONVENTIONAL.:'
SIGNS
..
I _... nt ,.1`
a .r-
,.,�
e
_
coYYIPRwY 41WexonuY
ru..ac ltOAD6 A4YIXHTMn4N
� STATE LRq ....:......
rs�A�,
CULVERTS IN PIRG[,..... .....
G_ _--____A;�.
•'
.. ....
.
...v.,...
=XTr
,
CULVERTS REOUIREO
t'
x Xv.r wn.
- n
rvacO PDX ArrRt')vAL
'TOWNSWIP OR RANGE LtW
_:
'OR9P INLET ., ..,
...c
SECTION LINE
POWERPOLE
cORReR
" N[W RIGHT OF WAY LINE
TELEPHCNE OR TELEGRAPH POLE.
PRESENT RiGH(Y OR WAT LINE_.,,,..
RIGHT Or WAY MARKERS.....-..
•a r
WiRE FENCE WOVEN
,_,.
REFERENCE STAKE FOR HUBS ONLY. 'd�ty—�
OU
LAYOUT
LA•1 T
{,pae'.
BakpEO
LOT UN[ ..._._.._, ,,. .-�
_,_..._
MARSro ..
HEDGE.
"
A'' wiw
__
SCALE +
IM ENf
cconwcx..xa ✓aw xrxrtavaL
r n
TREES.
't `•�
`
CORPORATE OR CITY LIMITS
..e
„
c .a. •.
PROPERTY LINE..,
..
v
WAY OR IT
GRONG ELEVATION_,
TOTAL NET LENGTH OF CENTERLINE
x 2,831 ML
.-.
RAILROADS
mar
jve STATE PROJECT NO TZOfi}
LNE rO- FMAID SEC. PROD. HO. ST2.0(Ik
P.355.
L478
/Y
_ ,.. ^
EASE A 3URYEY
GRACE ELEVATION_
,-......7*�,AS
1
s -
0�64
51F-IY4 15-F—Y4
TOWN OF
ST Cq04x CO,
la.NNY45WY4
O
CADY
0
row" or
SOQING LAKE
N.rs &Cow, qz C0u ,-, ---
E%CEPT A4OT"5R115c 9aec,�'SD
P, 1 5w
32
T2$14
le. col
45'rAkW7s 65 END 0. Q��oc cqosp
Jog No,Q4eGA
4.
VALLEY
T'Z'7 M
-7
TOWN OF 50PIMO LAKE.
LOCATION SVIF-TCK
m
m
u
PLAT OF RIGHT OF WAY REQUIRED
DIVISION JOB NO. 6486A
SPRING VALLEY - MENOMONIE ROA
S.T.H.NO,V3 PIERCE COON —
SCALE
I
YY kj
V
�.E?%c. 9.E.Y6
t
28
i
2(j2
D6V 6@NO.6549 _
33
34STA
7«55.c:
z eD
..O ?.Z 2A29•
N.EYa
FA_9.Ra0}_V9E
STA dT9eOG._
O �
� 04. f"Pbe49
Lam.--�— ----' �_..�r__ ._ .._.�. - r D 3•
N4TG AC4ldl0.R CA9 CM CNT? FRR titPbHW0.'Y RURAg95S �� f T 2P6.93'
46a.2
E%GGPT A3 OT«S C.R W134 3RGGI F{G.D ��__ 1„ 2'
R6 2A•Q\166a90.BT �ATQ Q
a
A2. SIG
S.0%' '
'
4 26aA'!
S.w.'(4 r4.E.Y� a Sao V
y�ch
C � 4 5.E14ra.e.y1
�]
{5 ra
ya W.ya Pt.E.ks•WY`
s.E.YaS.e•Y+L 2 d' � i �
o� s.E,Yms.w.Y4 � t nod •y
BEG. EA.S. PROD, l 5.198, U) '� �363 dl
aEa.D� RELDG.D0.DCli - u 9EC G02 a � � 6 C�D.� 1
l 1 Pt w. vev TPY�tN OF �y�k•
—�--. _. _. ..p.^ ..
_ _ __-
kx TOWN OF
}PRITtG LAX
�. � al.. oaron.G !F r, � R, •y
A2'290.69' Y . � gq5
t_- n�a.erj
i
.11,111. J.* "J. S49--
IN
I
il5w
ITDWN E' OF r._ CADY i
G.eaD RF RGt_S?C
k �
G `
I
OFFICE AI:. LA"YO�T ST a V
laraao�t ca�= _--_----�-
'R4G0.C.E
aC.
peV.JOb ma
T2TN d ��\�-yA�ratA}tvR,R O_,cTQUR
i MG Mrlu4-EE.Y 1
1 �; 1 • t w `
TOWN i, OF _ }DPR}N41 LAKC�
LOCATICK sKE'rCM
PLAT OF RIGHT OF WAY REQUIRED
DIVISION .JOB NO. 6549
SPR{NG VALLEY- {`^1EN0M0NiE ROAE
COUNT
SCALE
TC
x woo)1
CURvr N9
P•1,-31+25-55 -
xr `d A2°,- foe-17 6400
x + 6 - 75' 43`
D 3.45° LT.
' T - 1145-65
x
H L - 1965,76
CG.dFLSIV,yO
,S.Er 0.075`J FT.
_
e �
4
r `r
h 9TA.44+80-48+50 LT. �fTP
GROUTED RUB, PAV. DITCH READ. y�f STA. 54-65 LT
EQ.UAT00H p7\S`,� GONSTRtJCT PE.
l5TA, 32+50 LT. STA.39+4r,5 8K, a 5TA.46+25 `-T,
CONSTRUCT PE, ^STA,59+22,51 A F"- 5TA. 49+00 LT \p5TA,54+75 - 58+00 LT.
STA.44+ STA.42*S5 LT. 5TA.38+69 LT ^\ GROUTED RUB, PAV DITCH READ.
70 LT, M 5, GROUTED RUB. PAV. [3/K'91-OPE DRAINS REOD-
® +y( f . �'`•., LT -
CONSTRUCT P.E. CONSTRUCT PE• . 11 ,� 5TA• 4C+23 - S4+-tS LT•
40 `50
MTERCEPTMG EMBANKMENTS RE%" ` 5 Fi0
.
tOF CHANNEL C LE
•
"4L+65; na RT .r^^•'.�•^ 6 ij
O
f^24 X4d G6. PERT q A. +00 RT-
126° CUL
P r "„'w.. '' „�.. 4' r_`` ,•-"" �- V. RIPE REDO. t',S'A CONSTRUCT P.E.
5T
r, `°29 •i Gs LT.'.
,( NET LEWTN OF LR^
STA.50+54 T®_STA -60+OQ
"TFL1 0F�E"CtOCt a
-M ^x)SX7 If. -STfk 50
- r-:--.4, wB]qFGC�Y _._.... ,... •S_. .__... _,_zc_
_-_..
...
tp
„
P�
_
y ;�w -•,.- 6 -Rc., g,_ t�*fi< ! , � ,.� ,� t'-� ir_ _ -cry.____ _ �.,m.,c•°r
... -___.._...-...�______...
x
7 _ ..:-. .'... • _.w:.'._ - ^.,"+ � Rr: -•^ ®. � t of i _1...lfrlfS:.
b..,
4
^�TA.15t.. 2• t-".
._....�• ^„c^-. ...._ : `-.. t:_ , T`":.. a.. --:•LF 4^a"' •. P,.s.:_ 4.: !eiF-r�•^-
_, t —
�;S -
,
.i �ey. •�. :.. I ,...., _-• `.«a ^R.^^^^l ' ' »M-_� tiA A. 3: i ...� �' _ p..: .E-- _t .. I t..
k
In__.:5e-TA$4: x5646+7 S�
; a» st ?
rE _
..
sr�3d+Q�agPx
,
l
6 �
` pp Op Q � m.. n__ ea
In
Qgo" :Q" n0.r--, 01- - UN�- Lo
o F a� �...., nF' <ti and :a E
•» ," ._. t , •® : ... — ::..j°rt-..:. �mg'_e _:.. m t` i(,t{�. ,�. n C% f ' p0 ,� �,u9 �m Us_,ddx—. 'eWµ`-Cuia nds �°p°�i "'Oa0 0 d_ se
m a @`. dT-.. t4 - `lA Al4 Q GF'" ,P! ?�y���i^' Ft,._t..,ap;..-dF- azt.,, `�p..�'5P ®_ e,�, aC.. dW'r9ei41 �.�. .�
F4iT An: Qf} t :.Q tQ P" M. J QN d d R tP @ d P # ^I ...
_ ' �" 4 .. a' '
•
B55-JC, 7 q
®- .�B 30 1 2,F .•3,._.... '$° 3S __._6 ... 7 :._ 8... 9+$ 40 ._._.».t,:_. _.,_. __ __.,.::. �._4•.. _-. t 6 a ` .._
•
r
P.O.T .63+O6.G P.CiT, 74+62 7 P.a.T 15+4&T P.0. l
a
BENCH MARKS
fND STA DE5CRIPTION^ EL
"T62±SO SPIKE IIV 6 ELM 59°L 13031
8 63;4a la �202 WALNUT135,33 '0a 5TA.73+35 -74P30 LT
g'g g+yp 2o BA55W006 66R IQ$.Qa ` GROUTED RUBBLE PAVED DITCH RfAC7.
9A`tT3ag0 24°"ELM 120°Ft i$i.SB. i` `",
tD 77.g WELM S8R 242.5C SROUT'D U LT
(i 66"8a 27"OAK @__�90L 2'T 3.9 STA.6S+3D 0 3TA. 67 b40 LT. 2 _
GROUT'D RUB. PAV B°K5LOPE DRAIN READ.
_-..._.�.__.._^L_._'___-_.-" GROUTED RU BLE PAVED DITCH READ. •p
STA. 73.00 LT 80
rRn G5 -70 CONSTRUCT PE. "`4�S
�D WOODSWOODS
d
3
CU
4 ul _.__.._.....�..—._...._�iDO. � N "�ti �. ..4 �P'.-w"".�^' "r O
5TA.60.70•62'00 RT. G �0 C" -•�
SPECIAL MOR. RUB, MA5. PROTECTED DITCH. REQD. Nk
STA. 74b15 HIT
5TA.66.50 -67^60 RT. CONSTRUCT TH. Ra APPROACH
jEE RIPRAP FILL TO ELEV. 156.0 l•36'm40' CULV. REQD
5TA,TI+6O-T3+55 RT.
4VV 5PECPAL NOR, RUB. MA50NRY DITCH REQD
CULT.
^\ CULT',.
31CA. S4.60 LT
rOU70 RUB. PAV BK5LOPE DRAIN REQD.
S /
9
_ Q
r®r
s
PAST
STA.85+60 RT,
CONSTRUCT ISE.
non) 7 64-
O4 86
(( 90
CULT:
� R=ll
__.
oauTERA'TE OLD KUAU _ xtTX' -
....,
NET LENGTH OF CENTERLINE-STA. G9♦00 TO 5TA. 90bOO -"3000 1 N._FT,.
E.<'fs3. - 4817':C.Y NGP... i
Q f7.�- 2'7C79,G Y _--�� . -. , _ - - -,
- - _ �I
... i-- . + , � aTAt a7+sue k � t
-
�° " i-3 ai26 C1Lv
q 1 � B I _
t
�_
. «.:.p... .f:..._.:..- k ••a _.:. C _ ...- .: ...; , 1- -..r °, .' �.t: �, . 1 ' ('_. i.. \ t � I':.: __F._.. � �" � tom- � ` �'%m .-
��`.__1___1.:.� __,._ s c; ! � "- r I _ _ _.1•` t"� j x-i�Attt -ra�lto � '"
.:,--•—w»�.. . e.. , i t. { m • . A.:: : ' ' �-'—_a.. _ _:.. j'' � - l l •,6T}
...,.� �... .,_._• -.i. a. ._:. _ .. 'Y :. S ,..y... _ .(... r .. �...,. i ... ... �._•"T �.e..._� �, � t � , �- � I � 1 -..F.
1. _ . :., . , , t_ _. � ... - : - •3"�r�a''F-tx�ra; tit f ° f c ..' t _ f � , p - -
;,.-
ff `
-
,
tt _ _ x Pjj t tjp(k 4 tp
f k r-
_
_..�..
r yE
Fad ,E 't _. E:3 P_`G ! c"- r �(PY.Gi{Eh2t',"}Q` A"•3P4 RR,EGQCDP. ia D) `^II�"'' ` . f^t " f .. e (tkCC ,i STQppf-r
7.33+ OO•' . 7
t0L'..N. f. 4R v�: t._
` C CNt gfN q
RJCGeESn aDCn i3TA.6S'�+4o' Rt Q
5T
--
...
._.
c 1-4Z •{36' R.C.C.. f t ! - „-'� �4 a It
�� BK
-
rza_ $ wt
(nN
B geyrp,n h v Fz.. Me 6 . (y� W ,. ^ i'. U. 64 :'m � Q Q a'.g^
&4,6j_...: .,pA}•v"' ..-... .0.. ._ ... �a... ® � �Q' O 0 V 1'VP f YA - �4u'M 4. d � r OV A" rr �tl � Pam' r }r;I
� w � � n O O O pfl4i
ea r� ' . Ri d el^ ttf !"ffiI � 0� 0i0a N }'c•i- Lj�Q ca Qp �n r7o G,. O m�t o Q (� pea apmdT aas Na{pQ„q t7�?rtP� ,..n cr a" 6 Ka- n+4 mQp�N X N9 ANv eenaew p.w rp A .2 OR �tl . ,J /4 r�i .x`"a N d e4 O® .. 6 �aV NIP�i ��{}y 4 *��ra N11R r�Fn��{` N6ll N �. L ,_ M`D 04,.�fl 't�pO �Q vP: YO r!n y.tD mo nd �� rcd c e" ndr Q�'�F'd�� '�#p w4 Sim.® rx � nN ll N"- gV N tV __nt `y N .n 4. a 850 �6. Q„_. = -Y.r �- _N eN _ra-,._,1 -v -�I _rI _non ..gyp _t� ur - -ram- _ '�� ^k^F " +-�-:..r - "r v' na.cu.P.v,'o} -4( :a - - - z -3 + >.
- ,_ - - ® - -_.. . a_..o2 o n 3 n a Ono n7Bo .-4i,_ 7_�nmm&8 ... _ $..2'O n,_.
6O n. I 2 4 3 _ �. 4. 'may 65. n 6 o p -7 a n �5 n n 9 a _.0_?0 n q 1_ Ya-.. a.__.n ,y.._ �, r Nr a -er _..+' °r-_ _. � h r - -
mf+ W t B ° �h +
POT 132+76 PO,T 136t24.7 POT 138*56 1 � —, 1"' � t - , ,
P OT 122+ 00 P.O.T. 124+835 BENCH MARKS POT t37+572, LL, " , , , *-
PO�T 123*09,8 4
PT olll��loll 09
ry
R4 ELM 6549
%f/.P� @f� + �o STA.
'�OSPIKM INRPF-0�0�T llioNE 250�k 249�78
1j; Ij8lL+
16 142*00 PIKE INROOT 30'[!LM 90 R. 310,07 PI, a 148+9a57
17 14G*40 SPIKE IN ROOT 12- ELM 75L 3OL82
D 3- d STA 142+50 Aj.
�A 6 T 385.87 14,
CONSTRUCT PF LT.
*, c ;� L 767.22
�1 Od
f
U
STA 12G+50 k
�!TA td7+137
CON57"RUC7 PE
PkITURE
CowyMUCT RE L.T.
d LT
STA tal+!10
CON5TRUCr Pff LT
-Ir Iv
0
-- - ----------
7
125 135 140 145
120
w000s I, CVLT,VATEO
T�VATI!C
CULT9VATED CULTWATED CUL 5TA 142+50
I NEW CURVE DATA
CONSTRUCT PIE.PT
�R, 148+9057
128+50 STA IZG-�!50 0 STA 142+75 To 14345C. RT Ap a 29*01
CONSTRUCT Rr ;Zr, CONSTRUCT P�= tfIIZI-1 0 2000,
I- I ff X 20' DULY Pipr: READ. CULV. " 4�- KT 5TA 13G+25 To 13G+70 Fir 5TA 143+�GO TO Ld4+00 Rr. Ao
STA. 131+00 70 1'5Z+oo R7 eg-A I 3G+75 To 1'57 +Z5 RT. GRou7ro RuBBLr: Rwro DrrcH AWD. 7 583�3
5rA I ZG+00 RT qy 50D TOE: Or FILL ��LOPM GROUTED PuBeLr- PAVED DITCH QWD. L. 115083
BTA 121+7B TO IZ5+00r-rr. 500 IBP"to-OPIE DRAIN R=Q STA W74-57
INTIERCEPTING DIKE REQla STA IZ7+75 TO Me+�.5 Rr �sm 1-3�713 TO 13G+50 RT -,jrA k39+00 TO 14t*oo RT STA 14G+50 TO 15Zi-50 CCr CON57RUCT PF- AT
5TPk 128+7070 I5Of5OlRT INTEPCIEPTING DIKE RMQD, jNTER=PnNG0lkc prov INrrC`RCtT-MNG DIKE RE00. I-lErXZ4'CULV PIPE PtOa
500 SLOPE DRAIN REDD,
GROUTED RUBBLE: PAVrODIT STA 13Z+40 TO 155+50TZr sTA,i4o+00 RT
CH pmaD SpOUTEDPfiJBBLERAVrDCXTCHRM0,
c S7 cy
ET LJ-"NGTH Or' CZNMRLINC 5TA 120 00 TO --150i-oo -3000 LIN. C;
L cy� wC !3zo
cy 71
itse. 50 CY'. i-
yj 1', U, 57 1 CY y
7:
Z Ckl
7=7
=7
LL
-Z 5TA I4Z+5e� CIULV.!Na�
:71 1 70'
IV v, D .
C&v I ;a 55- 1
STA --PA5 Lt
0
SEE D A No, I k44n�!�g
IHG
STA,tn+40
8�4'CULV.RPr,R D,
I- ZA X t
lze+G,3 I 59EW iso qH.F,
_7 --T' SKEW KrR�ir
17 Cy -
I
0 Ln a, 'clul
r �O 0 r, 0 rn 0 a
0 0 10 r� r�
Nam g
rki N C4 rn 0 yM10 Age— rn 0ii
NO A
N A A No qo6T it} CM
co tD m4o ,g rn j,�
n
N N 9N N N�jrj -N aN N
N -
---- ---- ---
3 1� 4 145 igq j, A 7
A— 135 6 �;ol 7 8 9 140 1
.09 120 I. 2 3 4 125 9 1311 1 2 3 2 4
POT 156+58.4 P O.T 165 + 82.1 POT 164+279 PO.T 172+794
REMC14 MARKS
NEW CURVE DATA
148+9057 P.L. 148 + 90,57 STA I5Qr+OOTO %540OL7
23,01 A - 23*01' 50D DITCH RCQD.
POST 180+48
0 3-00 D 2 00
T - 300.07 T 563,3 STA trrA Mro�OOLr. STA IGG400 TO 175+00 LT.
L ®B GpcklTt!O PUBBLim PMEDokTCH P
L , 76z22 kmD tN-rEPCUMNG DIKE Rff:00. ry
SOD BACKSLOPE DRAINS REDD STA 173+3t •
STA I(orp#oo LT CONSTRUCT 5POLT
SALVAGV: 1-247x!�6CG5mcp
+ o 170+00 LT PF-SrT ZOO'LT SKEW 30-RHF.'
13TP4 *Z+50 5TA I64+05 STA170+85
Cot4-,7RLr-T P =, LT. CON5MUCr TPM L7 4i,
Con-SMUCT' PC LT DITCH DAM REOO.
I- 2A7X2a CULV, P�PE P=O� c, m, - RY
I-zdx2C;cuLv.PIPE: peaa 1 11 1,
I A
6, Q: It CULTIVATED
CULTIVATtO m
m rCND 572.00)
rro
ISO Iss
STA r70+1130
Cult CON5muCT Pm rrr.
0 "
DMH ow Ralsoo
5TA 1551,00 TO 155+00 RT
5TX *Z+50 P.L. 175+5
INTEPCI!VnNS DO(= RECA3 N +
12* Z2'
Co"w;T;?UIC;T Pr RT
3000
17,34:51 t,
NN UCT 5 RD RT u
STA )Gd+05
C50NA,,5mL5zL+%CT PC: PT✓T 20695
DITCH VAM PIWO amsm= Pe Tzr L -41ZZ2
t. twx 20; CuLv, Pfw-rroo.
Wo BACKN-DPEDRA114 PEQD,
5TA, 150+410 RT
15Z+50 RT
STA ISP-470 To W400 RT
153-00 RT
GROUTED RUBBLE PAVED DITCH REQD,
NETLENG714 OrCET4TtPLt%=
u PT 3 4
•
N IM2
IIOG C-Y
-_d ., ; ! _ � _ e _ m �- - - _ - - { _gip_ , _ --
-77-
7n--
Tj f
A
I—
LA
A�V
CU Lv V, PF—R= ---i-
L
R
IP ---- — ----
J5 CULV N I
x'7
ELv ZO
t
uj N
Yalu zn
n 0 - N 0
V
In 0 19
al l$ n n
N In T rn 4
o ro _rn
fin 2Am
3 --- 7 9 170 1 175 G 7
9 *0 7 2 p 3 4 15!5 6 7 1 5 9 �60 �j 4 IG13 G