HomeMy WebLinkAboutB 1977.pdfIndex of Sheets
Sheet Fan.
7
Title
$ t 'b.
2 - 2,5
Typical Cross Sections
"Sheet No.
3
Estiaste of Qj titits
Sheat No,
3
Niscell a+eous of tities
Sheet NO,
_
Right Of Ray Plat
Sheet No.
5 - 52
Fla.! rN Po fil@
Sheet SP
6 - 6.3
Stallard oxtails
Sheet No,
-
Str'uctJi. Pla a
She@t moo
-
Gawt@r EarthAr'k Deta
Sheet NP.
a - 9.3
Cross Sections
TOTAL SHEETS
- 15
5
Design Designation
A.D.T.
1978 '1950
A. D. F.
8998 .2900
D.HR,
- 6.2%
D.
-60-40
T,
s 9.3
V.
a60 MPH,
Conventional Signs
C.tY Lin*
TOMts)i3P or RMge Cure.
Section tine.
Nee Right of Ray Li .
PY@Sent. Right of MAY L1M
..,-- „--_
Rtra'F', . . . ,
.(._�..♦rf( t(rn(x
cormrat@ Or city LiTitS.
.. r (�LZj
PyMertr line .. _
I.L.
Traveled Ray or P,E
Railro-ads
Bate or S--.1 Line . . , , . ° ` -•,,�
Cautia+Syc. Oj R,.r
Cc--baxtibla flaids . NW°4
+alder pressure}
Ma
STA. 288+00
NQ 3n,500fk2Cdi
E • P,412,700 (iZOdI
OF THE .E,C'WESECA2, O'NORTH
OF THE SE. OCR. SEC.12,
T2PN,R86W
Culverts io Place , , _
,r._�,-�_-W�
Culr@rts Rewired ,
Dow Tolet . . .
. �. __-
PQ r P9ie, . . . . ..
t
TeleRf.n or Telegraph Pole
Af
Right of Ray Markers..
Refarance Stake for M.bi Ehly
aBLT
Kush
Trees
Grouts Elevation
D ! t n. t7
Grade Elevatim D®tw ti_,�
DIVISION O HIGHWAYS
PLAN AND PRONLE OF PROPOSED
y
PIERCE
Y s a:: ! !
HFUR
0
7/$Rt.ATt F.-I.,/
p4n 4 irv. m 440 et.
$C®t@] Veof4 610.. 1 .rv. • Ye•t. t In. a
C•rvae 4aetixt tlNe. t �n..r� }° yart. A �` � 2n y
Mai R t3w
Irr15"I I.
0
to
iaA' a ��j fT
t;(m\END PROJECT 7630-2-71
¢ STA.165+05
4. r.
7 2T N - l a G y E- 384,700 C42O0
4- j OF THAPPRE
CDR t1SECTH AND 434'WEST
- ! M1— OF THE HE CDR SEC 33,
STATE PROJECT FEDERAL PROJECT
PROJECT -® CONTRACT
7630-02-7P _.. F02002) P
APR 14 1978
S'4. t
A
APPROVER
FOR
VILLA E OF SPRING VALLEY
DATE 9TITLEE.
{-. ]rare or verscpres�n
m . ner°rn i L.S�"s_ T28N, RI5W .
y DIVISIONOFT
zZ HIGHWAYS
WCC d as
' .. .....« —LAP-
3 8K.• STA.12R-90 TO 16123
a. EX (0 NE dLENGTH
nvwov«s.
na•o..a
` Layout
Scalp Mt. ALL CCOR➢rNATES SHOWN 04 THIS PLAN ARE REFERENCED`�lMz¢z!.-.d•-ST-
I TO THE. WISCCNSPN COORDINATE SYSTEM,CE.NTRAL ZONE, "' -•«�
AND ARE SCALED FROM U. S.G.S. TOPOCPAPHIC MAPS,
SALOMON AND KNAPP, NISC04SIN QUADRANGLES FOR
IDE.NTt F'ICAMN ONLY: r¢D¢ L. war Dan. sTR IIOI
Total Her Length of Eenreri lne 4.4P7 Hi. RURAL
.........._.._._._..... .__._..___ .._ __....,_..._... _. _. Gr Ye trap -Cal
.........._.._._._..... .__._..___ .._ __....,_..._... _. _. Gr Ye trap -Cal
C,l ,- M )
IV
CURVE
CA7A
PI.
287+ 39 25
a
39, 16,
0
21 LT.
T
102202,
L
196333
3 E
0 044/,
.leo
STA, 300 +60 TO 302 + 68 UT,
1a40
STEEL PLATE BEAM GUARD REUD,
ATTACH TO EXISTING STRUCTURE ME SPECIAL DETAILS I
220 L.F
I ANCHOR !EOD RECYCLE LIMITS sa R,
Z',25'R,
SAW J0114T OR EQUIVALENT--,
x 50
305 -APER
TAI�t25
00
5d r-P, E
U TAPER
tC X t
TAPER
CURVE DATA
SEE SPECIAL DETAILS
P.P. 307+82,6
FOR EXCAVATION AT STRUCTURE
a 6.51,
00
J�
D 0' 30'R7
T
+
68S.83,
L 1370.0'
3F oozA
STA, 299+90 TO 302+ 68 FIT
STEEL PLATE BEAM GUARD REOV
ATTACH TO MS71NG STRUCTURE (SEE SPECIAL
DETAILS)
285 L.F.
Z ANCHORS REO'D,
R_
70
�
90
go
L-2
F-1
I
-lg77
3S
CURVE DATA
PI. 319+5 �09
Z.
a [A- 10
0 RT
T 355.99'
L 708.33'
I lZ
I
SEE SPECIAL DETAILS
'to FOR EXCAVATION AT STRUCTURE CURVE DATA
PI. 337+ IZ57
a 54. 30' 350
D 7' LT
STA, 333 + 00 T 421.57'
L 778,57'
INSIDE FACE 7- E. 0 06,/l
WEST ABUT, 5
5A5
CURVE DATA
335 TA P354 �39�85 °4 4 LT,
79
- Oe aL 70 40' R7 STA, 331+70 TO 334+46 LT 5 RT. 540 0 6 q
STEEL PLATE BEAM GUARD REO'D .540 T 603,62, CLEVELAMCI
HILLSIDE
ATTACH TO EXISTING STRUCTURE (SEE SPECIAL CE L
7 1052,0'
RE 0,067
552 L.F ST
4 ANCHORS REDO,
RECYCLE UwD. wD__
C.1.1, Na 2130-0112
CURVE DATA
PI. STA, 4+35
A 6' 42
D 2' LT
T 1677'
L 335,
NORMAL CRO"
LT 8 RT
STA. 11+61 TO T + 91 UT
STEEL PLATE BEAM GUARD REQI0
ATTACH TO STRUCTURE
STA, TO 164-52 LT
130 LIN, FT,
STEEL PLATE BEAM GUARD REDD
I ANCHOR REDID.
ATTACH TO STRUCTURE
130 LIN. FT,
I ANCHOR REO'D
BACK FACE OF
ABUT, 12+90
D
EXCEPTION
TO NET i LENGTH
'10 STA-12+90
To STAA5+23
zO
BACK FACE OF
'Pr.CURB
B GUTTER
STA 12+30 701
NO. -STA.
DESCRIPTION
T_ELFV 7
1 95
FIRE HYDRANT LE
too O'd
2 9+10
ZZRT
I00.36
3'45' RT.
045 S. E. 'A
Im
I
STA. 65+50 TO 67+78
GUARD FENCE RT—REMOVE
3 05
STEEL PLATE BEAM GrUTARD REGO,
ATTACH TO STRUCTURE
CURVE DATA 2 105 LIN, FT
PL STA, 10+91.6
4 15' Og' STA,15+08 70 16+53 FIT
D 3' 30
STEEL PLATE SEAM GUARD REVO
FIT ATTACH TO STRUCTURE
T ?j6V 145 LIN FT.
L 429.5'
3, E, 0,03'/, 1 ANCHOR REO'D.
'4�
SEE SPECIAL DETAILS
FOR tNTERSECTfON LAYOUT
70' R. "_/
STA. 71+94 TO 74+20
GUARD FENCE RT—REMOVE
STEEL PLATE BEAM GUARD REO'D
226 LIN, FT
I -ANCHOR REGO
STA, 74 120 RT
STEEL PLATE SEAM
TO BE BOLTED TO
REMAINING CABLE GUARD
FENCE ON TO, RD,
m
1 7630-02-71 1 si T-I
CURVE DATA
PI, STA. 31 +25 55
a 73' 43'
D 3' 45' LT.
T 1145 63'
L 196576'
RECYCLE LIMITS
EAU GALLe
STA. 59+ 74 TO 67+ IS
GUARD FENCE LT -REMOVE
STEEL PLATE BEAM GUARD REO'D,
744 LIN. FT
2 ANCHORS REDO
55 60
STA. 57+50 TO 61+78
GUARD FENCE FIT -REMOVE
STA 57+50 TO 67+88 FIT
STEEL PLATE BEAM GUARD REO'D.
1030 LIN. FT
2 ANCHORS REDO-
STA 861-00 TO 88+04
GUARD FENCE RT-PE
STEEL PLATE BEAM
GUARD REQ'D
204 LIN FT
2-ANCHORS REUD
STA. 90+50 TO 95+54
GUARD FENCE LT -REMOVE
STEEL PLATE BEAM GUARD REO'D
504 LIN. FT
2-ANCHORS REQO.
05 OF X
STA, 90+25 -,o 95+29
GUARD FENCE RT- REMOVE
STA 90+ 25 TO 94 +50 RT
STEEL PLATE BEAM REDO
425 LIN. FT
2-ANCHORS REDO
N. V30-W42
I
1 1 155
CURVE DATA
PL 94+83.8
AZ 209,4p
D 2® 30 RT.
T 6MJ5'
L 1192,67'
SE wl,
MVALENT
EQUATMN
erg,
6p\tP�iOx
CURVE DATA
p I I 148+90,57
a 2301,
Di
Z-LT.
T 583s
3�'
L
130
o
��140
50
t5o
145
ntp