HomeMy WebLinkAbout1952 S0555(7) .pdfINDEX
OF SHEETS
SHEET NO, I
TITLE
SHEET NO. 2
TYPICAL CROSS SECTIONS
SHEET NO. 2
ESTIMATE OF QUANTITIES
SHEET ND. --
MISCELLANEOUS QUANTITIES
SHEET NO. --
RIGHT OF WAY PLAT
SHEET N0.5-5
PLAN AND PROFILE STA. 80+00 TO STA, 195+97
SHEET NO. --
STANDARD DETAILS
SHEET NO. —
DRAINAGE STRUCTURES
SHEET HQ6-15
CROSS SECTIONS
STATE LINE. ... �r
�� �� CULVERTS IN PEACE,,
COUNTY LME
.,,�.. �. CULVERTS REQUIRED_-_,,
TOWNSHIP OR RANGE LINE
DROP INLET .... ............
SECTION LINE
POWER POLE ---
NEW RIGHT t WAY LINE
_,,.._,.,....,___... TELEPHONE OR TELEGRAPH
ROLE ... . .....X
PRESENT PGHT rF WAY tl HE _
_ ... RIGHT OF WAY 14ARKERS.....
IA_.._.i^-'""�
WIRE PENCE 1 WOVEN
RF ^N'„ STm I E FCR.UOS ONEY
LO w`45
..
.- -M1-
G kPORAT'. Y)> (f ° e<.».
%R. E9 ... ...
F
Pk EF"Y V Po,7
_
TRAVELED WAV OR PE
_ . GP!NJND ELEVATION,,,,.....
n.
'+a ^
RAILROADS....
RASE BAR SURVEt ONE ..
.:_-«^_-::.q GRADE ELEVATION...........
STATE OF WISCONSIN
STATE+ OF
PLAN • PROFILE OF •-r
w,
PROJECT S0555(7)
;EGtNNING
APPROXIMATELY960 FEET EAST OF
THE COINER
AST TO + 8 I�
THENCE�r � POINT���OF
SOUTHEAST2845 FEET EAST THE CORNER -18
R-18—W R-17—W
VALLEY
BEG. OF PROJECT
STA. 80+00
END OF PROD, S0555(5)
LAYOUT
SCALE --®—^
TOTAL. NET LENGTH OF CENTERLINE ® 2.. 196 Mt.
T-29-fir
T-28-N
END OF PROJECT
STA. 195 +97
GG ITT
HIGHWAY
ODE
SV704
GLASS ANp AWENENT_
ptVtSt
OFFYCE
SHEET
NJM@ER
NPeE
SHEETS
STATE
FEXRAL
55.6
555.0
11.7
SIN"
I
Is
STATYIII..WAY DEPARTMENT 49k COMMERCE
C4HNt?^ 9w ov WIt^4Na:w BURT AU OF PUBLIC ROADS I
r aaw.w {6{
.. PF:GC,MYENCED bOR APPROVAL.
a
GINkE6 DATE
aL
I
AC, RCVFID I
I
DIVISION EtY C'N EEF
SA
ESTIMATE
OF
QUANTITIES
IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION
OF THE STATE
HIGHWAY COMMISSION OF WISCONSM—EI)ITION OF 195Z
5 PR04ECT
CONTRACT N0._._.8.___....
SNEETN
TOTAL
[05PR50JCOT
5%7)
2
Is
° -Fp HY REPEWREQ Td PN PROflLE '
L = 12 S. B 6. RILL "AD ESENT F I OF ROAD
.. TYPICAL SECTION
STA. Bo+00 — 124+00
(6RAOING BY STATION)
r..
CENTERLVNE
.......—t4-IXD' ..._. _... __. __._...__.. oA._ O. ..._...____._
PFe' PER FP. F' POM REFERRED PQ OM PROFILE
4' TRAFFIC BOUND BASE COORSE POINT RERRED N Ore x-TEG.M
---12" SELECTED EMBARKMENT
wNERE REC'0
HALF SECTION IN FILL HALF SECTION IN CUT
TYPICAL SECTION
STA. I24+00 — 1 S 5 + 57
CENTEIILI4E
OiT, SJRF � FT
POINT 4EFERRED PG 04 PROFILE SA E G:Ui
jZ SANVe BRAYE4 PRL OR `
OR14 _,_bR LINE _ ...'"' SELECTED EMBANKMENT WKERE REQ�O
HALFSECTION IN F,LL HALF SECTION IN CJY
ULTIMATE SECTION
CRIS. OR. LINE
ORNO OR, LINE
ORIQ. as. LINE
flu. SfA, 14u-P00b
AZ. 160- 0 9'
:Hasa Vt __ _ _
P I,STA,. 155486,4
AZ. 179* 59' '
MAPLE
_ BENCH MARKS _
NOj - STA L DESCRIPTION TELEV^
9 P23+5O I SRKE BN 10 OAK CIO FITi 88.59
L0J,139t 70 _L5PIKE_IN[Cf ELM 58'Rf J130.02
a' STA. 140+65 CONST. P.E. LT
e40 1-18 X 24 GULV. REQ'D. P45
AP Ll
a
a t
r .e
a a
STA. t39*52 GONST. PE. RT. STA. 142+00
I-IBX 24 GULV. REQ'D.. CONST PE, RT
NET LENGTH
OF GENTERUNE STA
124+00 155-"00 -
310000 LIN FT
.. , ...,
_.
94T
.. E8S[73
GY. }
0Y C a07p GY {
t
d
E85148_ CY
_....-.
t
G;372 CYZ
p,ya,2
g11�.
I
L
2042 GY.._
4
EBS oB7 ;CY
C 154 OV 1
C 875 OY'
BS�04 C 939 ,GY
.— :.. ....
,may
Y ff
. +
....
F t03p GX`
,
-
{= 1569 `Cx.
F 686 Gx
5'T Gx t P 735 Gx
F : 729'
GY F : 882 Cx i
°
I F 942 , Cx
{
.
0CY
�F 6s>ta
6NR 6
i
1
+
P
i
STA. 54+90 CONST. PELT.
1-18 X 24 GULV. REQ'D
STA, 15446 Ga*T, SD. R0. PIT
I - 18 X 4 0 CU LV.. REQ'D.
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7
8
9 130
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2
3
4
135
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_9__.._ _ Y44__.
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3...._
4 .__ 145 .LL._6
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2
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.. 4 155
6 '.
� BENCH MARKS 3 �
Np STA DESCR_IPM ON (ELEY.
( II j A56 s-To SPIKE 1N 4"BOX ELDER 70 L 13605
12� 159t55 SPIKE 1N REA POLE C87034013453
STA. 195197 w
t3�t63t lB SPIKE IIN 1 E RJ OAK f0 1297E >'
_
µ 45 ,« w x 14 167t 0 SPIKE `. �CiRA 12753_ M B
15 f73t 10_ SPIKE IN ASPEN 49 R 14622_
16 i 1794 GO_ SPIKE IN LIGHT PCLE 45 L E33 18
--g— '- """ -- - --.,Y '),r- P7 188+90 j SAKE IN REA PGLE CB-19 33 OS-_„
,s .•..:: _ op�l.•. 1B1195t65 j SPIKE IN AT &T POLE 24Rj!)6,85
45
F.i`. OEL. kT F P ATE
5G F' FAGrJS J.~`"rc
NET LENGTH OF CENTERLINE STA.. 185+00- 195+.97 1097 LIN. F'T.-- ..-
GY C 516 C'f `
3EP.4109GY C•492CY tr s r E8S417.. CY 933C.[j
z I
i_.f 294 GY f; 4O3 CY...�7 F7 CT F Bf4CY8 ' I '. _ _. __
t5
" r50 `f 4 ( BE fD9 CY i u y �' 4 CY J..__-_®....._,--
_ ____
" � O
`
tcn t{ { __ _ ....L-._ _.___� __ _ .�.._...1__._... i d 140
s.L` . I (. h LOVE
140�.�.._.._�. -- E
42
@30 i i t t '1-20(4O CU LtREQD .
I
--
_ __� __�__.
t�(
190 1 z 3 4 195
71 -:
-7
7:
I-rS
1 4 1-4
PH.
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