HomeMy WebLinkAbout1963 S1301(2) .pdfINDEX OF SHEETS
SHEET NO. I TITLE
SHEET NO. 2 TYPICAL CROSS SECTIONS
SHEET NO, Z ESTIMATE OF QUANTITIES
SHEET NO — MISCELLANEOUS QUANTITIES
SHEET NO. — RIGHT OF WAY PLAT
SHEET NO. 3-6 PLAN AND PROFILE STA. 55+45 TO STA- 148+00
SHEET NO+ 7-11 STANDARD DETAILS
SHEET ND — DRAINAGE STRUCTURES
SHEET Na 12-19 CROSS SECTIONS
CONVENTIONAL SIGNS
STATE OF WISCONSIN
QTATE HIGHWAY COMMISSION OF WISCONSIN
0 somommmmonw,
PLAN AND PROFILE OF PROPOSED
S.T H. 64 - NORTH COUNTT LINE
CKTH. Ispill
ST CROIX COUNTY
PROJECT S 1301(2)
SCALES IRPIILCR.. 1 1.1, N"—
C"AR HIS. , ',5 , 'NL_ $m
pl- M-W
A
FOR EST
m LON�
2EGM PROJECT S130IM
STA 55+45
STA,!C5+45 END PROJ, S1301 0)
A ' A, A X 2E 1 FT NCRTH C, THE N W
CM SEC, 25,7N-N,R-F5-W. 7
VVILVERTS N PLACE
C'C�, 4
CULVERTS RESUMED_
CR R.4a Lt',E
CROP INLET
SE�Tl'N L�E ... ......
POOER POLE_
NEW FIGHT C� WAY LN._..... ..
TELEPHONE OR TELEGRAPH
POLE.._.........
P�ES-�NT Q��HT OF WAY UNE
PTFKT OF WAY MARKERS_
WIPE FCNc �WOVE4 ... .. ...
REFERENCE STAKE FOR R"35
CSLY,
LOT L'N: ------
HEDGE,
CC., CR-'E OR C17' LIW�TS
TREES
zo
LINE._
WAY cl p E
GROUNC ELEVATON
EL,�.VFy LIFE
GRADE ELEVATION . ........
r'�
x-pami
z
SCALE 0
70TAL NET LENSTH Cr CENTEPLNE I ¢,753 W.
55.6 QOLO
w
W,l�
END PROJECT S13010
9-T—A"T4-8+00
APFSOXJMFT SOUTH OF THE SW
COR SEC,Il T-II-N, R-P5-W
ESTIMATE OF QUANTITIES COSISTACT NO--,
IS Y3(36€21
TWS PROJFCT IS TO' E EXECUTRD UNDER THE STEP SFECIFtCATIONS FOR ROAD AND SRMGE CONSTRUCT?ON OF THE STATE H8GHWAY COMWSStON OF WfScTTNSs�4—EDY',ION OF, OqC3, S'JCW—,TFE) HIR 4PPROWL JAN.25JDS75
W�D SPECAL FROVI, TACRE) 70 PPC, OSALD,
IC As AT
I I �Aw"Lj i R CPS
CF-R ',�E7ALCULVET71 ��Tco"
UN�-� o RISE
�'J L
TV AR- G- A�-,H
C,D
16- S4 TO .,F` K3S' P.—S
CL�
mb 1�u I �,z.
�zn �Fn 5 nn ��5 �so,
fT c i C, Y, cy L, r --------
T-, L FT ��T, tAcl E�
— ---------- --
19 9 52
---------- 1 74 142 54 � 54
2 7370
o
TO C� �-SFCT 'N
HALT SECTIC% R: CUT
TYPICAL FINISHED SaC71ON
61 SHOiLnER Of,:JERIAL NOT PTFTCF TKS CONTRACT,
71
TO BE 'LGZED AS 0 -F4S
SET71CI5 TO Afi APFRC0
MATE
CtP7K CV 4' A-, TW', 01 P4 AN3,
F
AS
R.O.T.
STA, 54+00
HARLEPB E, T19ERG
BEGIN PROJECT SP3WZf
x ! r
l
LLr ECD PROJECT Sl3MM
STA 55+45 +
T' 09,00
MLLIAM CNAENEPOEL �'Cp`st F, RT.
i-Fs,,x2-,Cm C.F RE0°0
55 60
STA. 62+39.25
STA 7x6+so, vreii�e: wxnrzcr E/.7F.
4 513WM
STA. 65+55 LT.
HARLEN E. TIEERG
CONST, FE.
STA° 75+63
COD:ST PE L7
y
+
+�
114
a
_._.... .__.
x,.
STA 71x-23
,
+•,
CMST. FE. RT
WILLI EkEF 2L.
N -L N E.
T49ERG
WARLEN E..718E
`-
EL7EN W.
HOLLOORF
65
70
75
60
65
r5" 2 c scR P"igE
5 ' 5Z<,CS ^iKc it t r- iFEF 'iT �G3-, ....._..t.49
6 66+ce cPKE I1 (@ OZM TfiEi LT ITtl` _ 24<.94a
i P.Q+2Q, Tc- OF P'U:CER RT 272— ZCZ, 261
�
a',r A. 54+M9 05
STA 10 71 C�5
pia 1
Az — sTs• Yz°
Y3eltr74l. _!�-��
f
I
STA. 42+- 20
CCT t- LT
�..
6 (e x2G C."tCa FF0cb)
`"TA. -5i01O
CUNST', RE. LL
MCHAe?G
0, ROSEN
Q. POSEN
;YCHA�:°3 0 F'J
N?^.",LEt, c. Y. -_ftG
4
p
4
1
a„
TN . C, FC SS;
ALLW=
Fn
CCn 4'c .F `
. _»
7
EVEN Yl H.»CF
.�
4 ,...E.
n;-
MI
A FD�ACAN,
{
I
—
—
—
x
I
Y
r
---------- W _.._.......:..
__.._ _._
..._ 7__ ._....,-__
_ , _._..
w
.W
i
�_LnGS Fiv 70=7
u
-
STA1 L r
_ X R.3�
..
C_.
4
r _
C
P.6-T.
R t-
STA_ nG +92.2
STA.12 +CO
AZ - u79' 50'
6
SEA.120+52
MCHAP-L 0_ plos-h -Y CLAF IHCRtl0
.._
R1CHARD 0. ROHN
RE' LT.
p�
i
x
Y
utl
Cj
n
v
1
ALLEr r. CFAUL ,u
RLH h'ILLERT
12Q
125
M
115
_
Sill, liCv+c9
1. ¢30 G9
Cr.aS'. RE FT
CC 'ST r S R
i M X2B'C! CH
RE0'D
9 0`X25C.. Cp
�!
f: 77
_
4 i
IN
Az- (79°GQ`
ST-. 143 - 3 7
C-1,ST, FE, 4.i.
S7A Wx 4l7 CLA xH-10
CC%ST, PE, LT
ry 6
V
9
WS CO
Em
RUBEN 'AILLERT
145
Et=✓ I
_}! ..,.,17+ 10 =a K4._ i .. x =cc 4" 77 -Q..A
! RE .t
L �,E TYPE 1 N S 7 - L LAT S C N ( R I G 1 D I
CLASS I BARRICADE
r
- -- -- - -----
CLASS = BARRICADE
-------- --
L4 Ti t L _L_Y, __._LNSLA.
To be used cily when curreil ADT a, Through H;ghway is 1500 or over,
Gn Side Road is Over 200
RICE
ROAD
v-
MINOR SIDE ROAD INTERSECTION DESIGN —ZE—TA14a
Ta be usel cuerenl ADT anThmugh Highway ;s Less Ilon ILOO or. ort
�e—
"ide Read s Less trpn 200
GENrRAL NOTES
0', 6
D�—SICN a L "'YC L T L 7,
, 7 A
S74'-E
.1, .71 7-
F 1
T /
2 r
-V es
STRUCTURAL PLATE VMPE ARCH
v � 1 Iti:p'.ss
c_TAIL OF METAL CORRUGA:TNONS
coaau G-7lo
.�
CORRUGATED METAL PIPE ARCH
(R wl!i
21
_ r
-e a;
DETAIL OF METAL CORRUGATIONS
GENERAL NOTES
TOLERANCES
EYBANKMENT e Tmum for Culverts
F A r Y.
,f olli f P "'cl
Y
Eh BANKM NT- c.lmum for �', Culverts
P a
f h
G-N7RAL. NOTES
e
u
70L-:R-' CE5
.,._..-
Y
E IBANKN dT W,,i um for Ct Curverts
...:YI` C..
..rG g T,,.�.PVP^.X inm
EM3ANKI. ENT-Mammum for Culver"
l 1 p CC
In e
TABLE OF PROPERTIES 1 n
STRUCTURAL PLATE NPE ARCH
H-20 CC YG
Mi 0 Feef
4�5 e z�n�e�alullrz la,la'rs
9 4 , � ( 4 )7 5 2' 210 SAO367 T&,4 �2 tp IH�1321C212 fe rz id� IeJiL iO °Q 111
' 70 °-[' Z3 ?6 (2141 O 42.3\ n 510121c�E'2�1211212'itliP'.�f (Z 12 :121p;L4�
-5 T s r '7 15� 590, 47 9Ji 38.4 1 ry 10 t0 12�I2'. 2 12 '2 1d IZ n J,lO tf„I�
_.a
9 iS 6 1 3aa 219 0 ( T o ic, joo to 10 W it^
°u 6 X� 67 219 8,C, 6312PC 2�8 B 1CY in 9 2 t rp fi 8 B Y}
i t' sv5 1 o GEV, i P.I
12 7 < [ 25 2,C,0 Pl I12170!'X R 9 3,9 8 6 e, e a 8 P 5+5 3
3... _ZI, 55(2 Sl 4 0 II40 _.1Y2 3 15 5 813 8 8 8 re Y a 5 3
Y4 i°_n E 3 93.._ qa 1 IC64a 7 'Y 5 3
I5 1= I 5 Z a 9 14 2 1h4 S 5 1, T 7 ( i 7 a 3 2 I
i
I ti2 122 27,i 9 X ? 1 1
C 6 3 ., i 3 , � 5 3
STRUCTURAL PLATE PIPE ARCH
TABLE OF DYr,IENSIONS
CORRUGATED t. ETAL PIPE ARCH
o-
J4
d
10
C 2
' x
II
4
29
16
20
4 x_ 2
62
29
3
�1
96 �.,.
zz
25
6 Xa 1 I5l
_
5,t
_.. 59
*,
x
7
32.
\ 4 2;9
5;S
2
5o
i
10
23
._.W,....... _.._.__
_
..._....__._
62
..
..._9
42
1 i3
_..__..__......,.�'.,
j
44
{ q Y°e
>
r2
n C
__ ._
_._
,
ES 1
C
49
1 in Xz -Y--
f 1
6"
lay
54
t0
72
ac
54
rt �._.Z.".._.
4 ,
''.._�..
5
.. �r
f
[
.. 4.
CORRUGATED METAL PIPE ARCH
SUTF HIGHWAY CCMWISSION OF € ISCCiVSIN
,,,
S 7 6
PLATE NO. 6-55.3.2
4 [ Shcr
0
Q ELFVATION
SMO"" HP ', CO%'CRETE Cle^,CULAR PIPE MCL, CATTLE PASS
'S't" £,r k SC," 1'tiow"erTl`s
mp{C cr ct.rATIC7fi
t '(ram , ➢t"^:'TFD _, .^ PIE APCt
Em
A I ShoWdxr $tape
�f
PLAN VIEW
FOR ALL TYP:ES OF PIP STRUCTURES
rlr}c'. KLEVATION
Ground Lira y
=�t4 lRcefpPMaYCnfgA...g»FPCRt [tCCe. 4dPhaf
w capa t;Prap (Feet} (Feel' Sndw,-,+, 17... .« .w('912C 9b,:+!et S�opa{2t S1a'x. e� 44 (Faetk
(RCCPI F,2 1.00 .1. 34 1 08.-.� .1 .L yE: I.._ _-P: .._
...---�- m C p _�._.4 1.3 L ._._.
36' jRCCF.;B;B L 23 _.._..
jCMCPj 0.7 1 L3
RCC.P 2.6 2.t 8.9S1-----tt--
42` CMCP-+-2.2 R.7 BI 2.9
RCC.P� 3.2 2_6 �IC17 3.9 -
4a°`_
lC uC.Pl 28 2.2 9B 38 l -
RC.C.PI BA B.9 145 55M 2.38
60.
CM.CP 6.959 133 5.2 . I 220
RCrPJ N2.4 95 �5.'a 7. _
�M- CMC.Pl 10.0 8.0 f6B 6.2 4 �2,40
CC�xi@ ChkCP'! 1.0 0.B 9.8 0.3 ( fh-1 l-Y2 r I6
qb �_2. 09 L ^�m.
43`x 27 17 r.2 3_7 .t0 - .•
19 P 4 4.9 w.5 4
2.1 87 2,1
2.5 2.0 7,5 2,6
7z"n.a4' 2.9 2.4 9.5 1 3.E
CATTLE PASS
72• .�te��.. 12.4 9 s aB.3 x r 2 BB
GENERA!_ NOTES
[le4 of fs of canOIUOe on mt aPro+.n ce; th'vx drarina shelf eanPoem to toe
pertinent requirarv;entR d the Stondord SPecif(catiooa, and "e aPPlkobPe
u ^aeeicl Prawisicnt.
CONCRETE G°ASONRY SUBSTITUTE
AU kel% chaen haee0a moy be Canztrlcted of CIO%% Caccrefe to
mhieb Cate all stet and d"'tnsl 's 5Cpan sM1Cll CWC,i . Cc,,o"Te [,csGnry
avbxtifape Marx thon canfc, to the Fe rtln cn9 requires eats cf "e
Stcrdard S?-cificetionx.
d.rviN kn"4 4.t1 I ! -"I
r C`
C_U_1.Yp T
SF.CYE HICH:., Y
/� J
�lkV 4':I':n
s re.oaeo.
,:re"".`• sate
PLATE NO, 6-Z.4.E
a
Alternate Alternate
Circular
"'p"ca'
Reint Steel Remf. Steel
2-Lines I -Cane
Symmetrical
about �.
r,
Come 'n"mltwGy
to be cost mono
lithic retch cuter
shell
0
X—Section V;4w
CATTLE PASS
(Alternate)
GENERAL NOTES
ReInforced Concrete Pipe Cattle Pass shall be manufactured,
furnished, and placed in accord with the Standard Sneci6co-
hors and the applicable Special Prowsone and details 5r,111v111
hel
Unless ctrierwfse required on thetishnstheop-shollconfcrof to Ilse
rcaure-ments of AASHO ZZ
DEPTH EMBANKMENT -TOP OF SURFACING TO TOP OF PIPE
Rl2Lcj Pcrv'T FtexlblL PoO
Mininsund 15" Cidss= Pipe - 15"
Maximum IO.a 10.0'
a
about
0'
Head I com Cattle Wolkwoy Welded steel "Y're
a
r Cor,ete Grade AA Folinc 5 OR 6 GageI
Cost so place, 6"me's'n or
33" 1
(10 GcL)— CORRUGATED METAL PIPE
CATTLE PASS
(Alternate)
GENERAL NOTES
Corrugated Metal Pipe Cattle Pass shalt he manufactured,
furnished,and placed in accord with the Standard Specifications
for Grrrugaled Melo+ Wvert Pipe, the
applicable Special Provisions and details shown hereon
DEPTH OF EMBANKMENT --TOP OF SURFACING TO TOP OF PIPE
Rigid Pov't. Flexible Pov't,
Minimum 15" 15
Maximum loff
10.0'