HomeMy WebLinkAboutC 1966 B.pdfDEX OF SHEETS
1 TITLE
2-2.4 TYPICAL. CROSS SECTIONS
3 ESTIMATE OF QUANTITIES
3A MISCELLANEOUS QUANTITIES
,4-4.3 RIGHT OF WASP PLAT
5-7 PLAN AND PROFILE
B-8* STANDARD DETAILS
C DRAINAGE STRUCTURES
L9-27 CROSS SECTIONS
CONVENTIONAL SIGNS
........................
CULVERTS IN
6E_....._.............
..®.. �.®® CULVERTS REQUIRED............
W RANGE LINE .....
DROP INLET-- .........
HE............__'__........_-..
_.,_._.._. POWER POLE....
_.....,. _......I�
OF WAY LINE
TELEPHONE OR TELEGRAPH
POLE.. ......
..........
GMT OF WAY LINE
RIGHT OF WAY MARKERS.....
4_' x
• %wpvEN_....
. REFERENCE STAKE FOR
NUBS ONLY...
e ARSED.......
MARSH.........
HEDGE........
^ ^^
OR CITY LIMITS
.,,,.: .,,, TREES— .... ....... .._...._..__�...
.. ;}'.�
LINE , .. _.
.°L_ 16
r
WAY OR P E._..,
GROUND ELEVATION_ ....:........
er^v ¢r
u
"V EY L ,E _..
"'`.`:'.",. GRAOE ELEVATION .............
t '1° �..E ..
A A.
i YMNIENNNNIMW
+'. AND
PROFILE OF
PROPOSED
NEW RICHMOND-STAR PRAIRIE ROAlp
PROJECT
sO sA. W `.
m
PLAN t IN. 190 R.
SCALES It
HOK' 1 IN, —14O R.' veRS.1 rN.TM to PP.
I 111a9 sxCT oss Nok I IN.— 4 FT. vs sY. t IN.— a RT.
SCALE
m
TOTAL NET LENGTH OF CENTERLINE + I. t04 Mi.
7-3t-N, R-M-W
El
�AFP
RCryTq
wNW
wNP APR Hu[vt
..
wea
i6s'fba
ait
55.2
129.0
21.4
W°s_
<y
. r
IF
rnnreK4T � � f d .
N6CA a»6wC[S ICN rt
.rcRrnnv/. I?
ME
R^RT.w
` C9VNiY R9UTi G-ASSgND9H86 TP"
T J( M ANOt
HOG WSTATq _ RFOCRAL DIYfSIpN XVw4EE Y
21 4CONET.IF
x IF
(�_.
IF
NEW RICHMOND
IF
� m r
,. 1 kATFI EY.p LAKE
rt
\ \�� ON i
A,z
nc' wn[
z C {P Ifp $ -4®mx $
m 4k4n N ns ^ //'®''•'gy� m ev IT \nn8 w F
o � }
fT �
Dc
NX
OWN OF STAR PRAIRIE
Na
{{{ $ }-f,r-•^'-`^v wiz a,- �A, r
nm $ w N
\ A n R
IF
Op
n \\ n 1 nm 8S9 R1 ry 6 axi N / uoz,z
0-1
v A0m-Y
$ - p4(OQ ..� 'Vm
;,�v n x
4 m
xma
xxa*
9 =0 {
m A I
n p� SCONSIN
m I z f n"x' ( R DAY[ N STATE HIGHWAY COMMf55(ON OF WI
n m m •-vz-EE"` PLAT OF RIGHT OF WAY REQUIRED
{22 R$
PROJECT TO129(4)
NEW RICHMOND -STAR PRAIRIE ROAD
-
�.e .. .._.._ _..._ S.T.H. 65 ST. CROIX COUNTY
i ii v SCALE
I
9£I >.
(/ 4
se
w'OF+
F.0 / *'9yy w.' _ / / �'7 ,✓' SRL't rygQLg 1S+2*q�
yUM EE4gl Sw Rq �� /ly % �i( 0.G EGG 4
HPza {.G 0H Rxn
GOP
4" AFL,
^�g`�.� w REM4ty CSCh
G a
/ t
Ga4p ♦O - ,,� , ° rMFeatlCE
� fP�s�aaO. � Y p �p(w�"Q+.,aj`� ...... J �v"" 64 T °' aJ. dEPt'\
10
! 9� AT` GQS �a F } 0.�QS,A
At
v0``nc• 1 ii�i t i pal
TOd �'IOd` t� q uttrri
�„ F+S'V�/ ytlf 19� < Cb.P Tk the e0p3.
ii' T4 pt CURCURFRGfp>
5^ G��Px� �� ��{�,° 0 3s."fi �44r4
e 353
+` `A'wwya a af'a sP, w g e"�jQ R 3J'30 (4Re
��� ` AS v < o. N dEwer 5(
a� (' 2�'�2
P, Ng' G s �i°°f pe' URI,E a RCA'^z+r�4,
4 (8x * 1g 7
6 4 24
e 'wr t 1 4®30 3Q' IVE'„ BEG. RELOCATION ORDER
Sr, /siUU
p r/" `Gs'.,.. a {� R (2? 94' t4Re '�e PROJECT45N NVVS OF THETKE,CCR
OFTHE NE- NE SEC, 36.T,31-N.R-JS-W/
Yb N, 6t' / f ��d e
1136
R R�9p0� NORO1 ^",�%-.r s ac•ke'tif
f / ,
'RQ,�3• `� '� �' GA. 3,
9,0
ti
$w'k
a
CFkrER
( Js' OCT""
I
C04ntY
Rd4FE
@ GEASS AND
aGR EntENT F.OERA?.
SHEET TOTAY.
AND
AND
Avp
CIFICE
ryUM2ER Sn SETS
Hi
SECTION
�5i�TE
U
I iECERAL OFFICE
-
55.2
129.0
21.4
I
4.
4.2
7-oiv m 42 - 27
I
"OPTIC,
dPQ µ'ER CC
r4 rEg9 � W J�j"' 1C
&4Rp J4'YfT
REWR N/ryQ �fyrA.G Er AC
rw a ff(
m
7
NW- NW
LEGEND
NOTE:
BEARINGS SHOWN ON THIS PLAT ARE THE TRUE OENOTES
y 9EARfNGS OF EACH
TANGENT T6 THE NEAREST viNUTE° NO ACCESS
RE'4,04
STATE HIGHWAY CCNJNISSION OE WISCONSIN
64TE
6=vz-as
PLAT OF RIGHT OF WAY REQUIRED,
4-PP-Bb
PROJECT T0129(4)
--
NEW RICHMOND — STAR PRAIRIE ROAD...
�.---
t .......___._ �._.._
S T, H. 05 ST. CROIX COUNTY.
�------
SCALE
ST CRH
P
A.
ST CROIX TELERI CiECO. I,
—8L �OA
A
U, HERBERT D DATE ,
61.29 At
REMAINING P`
THE"
RCtL OLIAIIN' STATES INIER 1� ' 1-9
L.K.E. FOR MARSH
I s SAL
I MAIM, p n6 'Z' A, , IE P)
7
FROG STA. 972+46
-
SWITCH STA_9TS.A27 nG
v21 I-IISILO
co
iS I
lH' S
P1.0 00 80
66 5 19 r is
STA. 97 05- gO
STA. 11 65
JOHN PAULSON 15
8 03 At
�CIKA 0 a NORTHWESTERN
REMAINING . , . — 11 ... AY
ST, CRO$% IS
LAKE SUPERIOR RA GO
TN. RD.
CURVE DATA
p I,
12+78.72
A
50009,
D
150 00'
T
178,72'
L
33433'
R
381,97'
ANNA S Sv
t42 At
REMAINING
w
I
CITY OF NEW RICHMOND
0
El
m
PC —P 7-TI�' 3IT7P
— -L" ---j -L-P3
RESEPIT TRAVELLED ;T—As 'RON AIR!
T@WN OF TA?iTOF4 zn
ROSCERYlUTGARIET AL,
455 At
REMAINING
CURVE DATA
P L 27+60,59
A 9'44' 30.
D OF 30'RT, (ARC DEF)
T 976.50'
R 11459 20'
L 19483Y
z
I AHIP I ANO
H?oHwAy 10 —�!
SECTIOIH STATE FEC
552 E,1290 2L4
yetoy
CONIT. PROJECT
z I
CURVE DATA
PI, 49+4624
a 130 32'
D 1* 00'
T 679 81'
R 5729 58'
L 1353,33'
z
m
El
OE'Ey C. OBER
8000 At
REMAINING
OU
05 COY
ELMER LEWERANZ ET AL
81 :0 At STONE MON
REM tNING
11 aS'EAST OF TAN,
N
4
WIS 43
END RELOCATION ORDER
PROJECT T0129(4) ETA. 59—,
SPY N, OF THE N.E. COR OF THE NE—'
SEC 25, T-". R-ts-
P L ' /3w,
---Syr
ELMER HURTIS
/ 300 At
13 REMAINING
CARLETO N FMOAy
57. CROIX 2 a 8 SS At
TELEPHONE CO REMAINING
us
NOTE: LEGEND
BEARINGS SHOWN ON 1-11 PLAT ARE THE IRUI — LlLLLLLLL[
BEARINGS OF EACH TANGENT DENOTES
At ACCESS
Re lslol STATE KGHWAY COMMISSION OF WISCO
DNSIN
ATE
PLAT OF RIGHT OF WAY REQUIRED
PROJECT TO129(4)
NEW RICHMOND — STAR PRAIRIE Ro-
S T H, 65 ST CROIX COUNTY
SCALE
IV
TYPE'O'CONC CURB B GUTTER
REID
STA. 11+95 - 14+50
STA. 14+98 -19+48
STA.20+11-28+11,6
+ \
STA. it +95 -14+50 LT
NOTE: SPECIAL SHEET FOR
CURB B GUTTER DETAILS
�\
STA. t5+00 E-B.
\
CONST RE. LT
1-18'X 22`C,P REID
�^
APRON ENDWALLS REID.
SCCNST
CONST CONN. TO OLD HWY 65
®p Qp+
P26 LT.
REMCkiE 1-18•X26 C.MG.P
2
APRON ENOWALLSS REGO
dpe" \
+
PI
=` AZ.
+645t�
l 7.25
8
•25` RT.
° D
0. 50'
T
445 68'
L
890.1
Cwapo DEF.
w
p
r 99
A CAI G
CURVE DATA (EAST BOUND)
P.L 13+89.76
G 18. 48' 50'
D 4. 30' RT (ARC DEF)
T 210.94
R 1273,24
L 41809
a
s
CURVE DATA (WEST BOUND)
P.I, 19+97,14
6 54. 24'
D 3. 30' (ARC SEP)
T 841,31
n R 1637.01
L 1554,29
k
PI. 22+6243
A 35. 35' IO'
D 2. 30' (ARC. DEF)
T 735.52
R 2291.83
L. 1423.44
STA 9+78 Yi STA. t2+39
CONST PE. RT CONST PE, RT
REMOVE 1-IS'X26'CM.C.P I-18'X26'CP CLASS M READ,
I=IB'X 2C CP CLASS REGO. APRON ENDWALLS REGO,
APRON ENDWALLS REID,
STA. 11 +28
CONST PE. RT
1-18"X 26°CP. CLASS III REGO
APRON ENDWALLS RED'D.
ra 5TAA',F YC 9tl Ca S"N 6 FG4i VSE 1- -�- ;
AB SEIEFtEa E-- su[
. mow - !7 : X' S I C irm-e r ux -
STA. 26+72 o6v,s ev •ro'eer nuwe a s�rerns
CONST. P. E. LT STA, 28+52
1-18'X24'CMG,P REMOVCONST,E
1-lzLT
TO REMAIN IN PLACE . REMOVE I-18`X A C.MC.P
APRON 2° C.P. GLASS I REO'D. STA. 30+93
APRON ENDWALLS REID. CONST PE.k�
REMOVE 1-113 X 2d CM.CR
STA. 24+T7 1-18'X 26' CP CLASS GO REID,
APRON ENDWALLS REO'D.
°n STA. 27+83 CONST P.E. LT.
7,2Q CONST, RE, LT REMOVE 1-18'%2d C.M.C.P ,STA, 32+07
ie REMOVE I-18'X16'CMCP t-18•X 22°CP, CLASS= RECD C0N5T: RE. LT.
,g 1-18'X 22' C.P CLASS 17 REID. APRON ENDWALLS REO'D REMOVE I.18•X24 C M C.P
t' APRON ENDWALLS REID.. 1-18'X 26'CP CLASSTM REO'D.
° 'APRON ENDWALLS REID..
STA.30+38 STA. 36+45
CONST PE. LT. CONST, P.E. LT
REMOVE I-18•X20'C.MC.P, 1-IB'X20' C.MC.P,
0 4 I-IB°X22' CP, CLASS = REDO, TO REMAIN IN PLACE
!! APRON ENDWALLS REID.
° foa ,� 6 CONST E,LT. STA, 37+63
g' ! CONST, PE. LT
r 7•>,. / y o t-18"X 26' SALVAGED I-18'XZ4'C.M.C.P
C.M.C.P REID. TO REMAIN IN PLACE
Olt..t a001
STA. 30+IO
CONST RE. RTC"-�av
REMOVE I-IB"X 26' CM G.P
1-18'X26C.P, RE0'D.."'"'^.,,
APRON ENDWALLS RED'D. ""-•.„. �'
BENCH MARKS
t 9 A. 0EltdIBCc9N C4CY
-. 1 10+76 &PKINPP 2Y LT96T
.-. 2 P9+93 PR170 LT 986.87
3 3O+ 80 PP? 50 PT. 989.32'
¢ _
EVE 7�1
s�zaL. rctr3 s :.� - - •-'
�s
a =-
-, u -
,
I=- _.• ` -..._ __-R- - `:.. - _ ; - f3AL. RflN: Eh #2CLS eD -i=--
r-z4.x tt cP GLA s R m , qq�
r0.PRON-Et[D'xALLS REO'D :! ,. -. _ _ w __ _ ._ ..?__- _
_,_ �c �—
_
Irtt-eT 983 _
_
P
mm
I .::..'tq � In.: .Ch '� ".:,.,T ^° ,'^:._ �r>• � _�� .O 1�:.:. r!i +cr -'a Im. G?_....4� M , i'r... ? iC^ .. � Im �... ."e LLB. irn ai o..._.� �d ..6.. ,p -t _...4 .a ,4-.Q a :�Ji �p9 �w--`v;. ci !� 'te. n.. ... � :a �pm �.: iw � �a� n ,���
1 _ y}tt
Y9R
''p
,
c
•....�_
o
.^ ..
!
x
7 3
3
��
,_..- ..._-
7
TI 2+14.83
ff STA. 2+25 P.O.T. 9+33,59
CONST TN. RD. CONN. LT. PO, T. 17+3764 BEG CON M 1 PO�ST 24+80,24
STA. 6+50
(SEE S.T.H. 64-STH. 65 STA, 20 +00
1/�, P INTERSECTION SHEET)
-- t-T2A4"[X6+30 CMONNOSRT. STXOERD CONNT. LRT.SECTIN -
T
10 SRpmAt. wa N F
T0129(4)BEG CONST TNPa
STA. 7+ CONST. P.E.LT ,( N PO, CU!VE APRON&C.P CLASS III REDDNa1790 STA. 28+40 ENDWALLS REVS,
CONST, RE, LT.
EXCEPTION TO NET LEP GTH 1-18'X&CP CLASS At REQ'D.
STA, 2+25 57,H. 65. TO 4 APRON ENDWALLS REO'D.
BrLLROARDS STA. tO+OG TN. RD, STA, 11+9,T68 Srk 12 + JBA2 — 20.74'
-"I PN STA.L2+0801 TH 65- RSILO
STA,975 + 05 R R, CT:l 6 4
L-P
0 TA
YL AT r. 20_+834
+
?,� I ---
N 3Po 00 30 L
as
CLEARA4CE 30
H------ ;-,
----- — ------ ------
--- - -------
W
__4 4 1 iv Z6�Yi:-------- -------- - ---- -
WEL
TO 9E AS 00%ED KTOH 9 1,*
it P 1. 27+60+59
I I Ix a 9. 0 44' 30" 1
ell 0
STA, 6+50
CONST. PE, RT D OP 30' RT. (ARC DEF)� .9
D, D �5-90
END CONST TN.R 1-18'XZ2'C.P CLASS Ul REdO. Ra CQJYE T SIMSO
iz+50 &C_04 IFT, R 11459,20
APRON ENDWALLS REGa
L 1948�33
CURVE DATA 17
TN, RD RT.
BEG. PROJ. T011 4 STA. 4+80 PI 12+78.72 STA. 28+40
CONST, RE. RT a 50-OT 4, 0 m CONST, PE, RT
D 15-W STA� 20+00 S,TH� 6 I-t8'X22� C�P CLASS
T 17872' NIP- 10+00 TN, RD, APRON ENDWALLS =I�_
STA, 2+25 L 334,33'
Tk RD, CONN. Or.
t:e6 lipiw POST CONST. TllR 38L97' STA, 20+00 (SEE S.T. 64- S.TH, 65 OBLITERATE OLD ROAD
INTERSECTION SHEET) STA. 2+50 - STA, 4+00 LT CONST. TN, RD CONN. RT
-SM20+00 RT, MINOR SIDE RD. INTERSECTIOt STA. 17+00 4 D CONST
STA, 14 _I L_
- ��-_! 1.,.
LENGTH OF CENTERLINE STA. 1+50 TO STA. 30+00 2829 26 UN. FT
[BEGIN CONST. BENCH MARKS
1-24 XYJ REDD. CLAD
t5. _E LT:-
L� EXG
pit.. IN TREE SO LT
C IN P.P 14a RT
--l-% ST& It + 80�:-_ H END 2.co� C:r, "IL
CONST RE. LT,- STA.
I-181`X& OP REGIOL E 8, 346 APRON ENDWALLS REDDL
APRON ENDWALLS--- -SLOPE 10%-_--
--TOWN R
LT E_ qf, - in
7—
ME"7.1�qE_y AS 1-.� LVIA� Po-fl0 8AU n
UzuF7_T_.:u:�l, 71:�
AJUL SP
&T
58� C EQ
M,RM. ENDWALLS Fig
14 SLOPE PAVING REVa DI C ENO
tNLET EL. ip-
9856 SEE SPECIAL DET --------
STA SLOPE 02%
1-24'X 71V OP REDID CLASS
�L_ � iNLE� EL, 9733 1
ENDWALLS REDD.
7- DIS EL 973,2
INLET EL,
SLOPE 1,0%
TA. 1 f62
LI-_ L I REM 0 E I-42-X49ICP
S
7"
n' 71 tz
_7 I , n
i5
o
�7
414-RNL