HomeMy WebLinkAbout1948 S0552(2) .pdfT!clue-
INDEX OF SHEETS
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9tSSY(E
No. I TITLE
.c,TATF OF WISCONSIN
NO, 1 ESTIMATE OF QUANTITIES
NO. _ MISCELLANEOUS QUANTITIES
ND. RIGHT OF WAY PLAT
104460
NO. 2-4 PLAN AND PROFILE STA. 0-15 TO STA. JOG. 43
NO, — STANDARD DETAILS
NO — DRAINAGE STRUCTURES
ND.. — CROSS SECTIONS
CENTERLINE
®_..._ ..J (O•.O®�^°LAt4ty..,...
I V e BIT'. SURF. COURSE
VAR O EPTH DR. SWU F.A R. AGE PANT REFERRED TO ON RPGEI
CULVERTS IN PLACE.,....
.'TE LINE . .v®'°""�
CULVERTS REQUIRED
1NBY LINE, .�._ �.�-�-!
xNSHIP OR RANGE LINE .�-.-----,-i
CROP INLET. ..
�,, ... ......
,TION LINE ,_ ... _ ®
POWER PALE R
Ifb
E RIGHT OF WAY LINE .-.---------- -
TELEPHONE OR TELEGRAPH
PptE ....
ESENT RIGHT OF WAY LINE _.._. ..,m�
RIGHT WAY MARKERS.
FOR HUBS
ONLY
(((WOVEN
tE FENCE (
REFERENCE STAKE
EN
MARSH....
BAgBEo-
T LINE ...... _. _.... _.
._.
HEDGE.
,: �.
RPORATE OR G6YY LlMVPS ...._ _
TREES ...
... .. .A
OPEPTY LINE
f
DUELED War OR P E.
GROUNO ELEVATION
"ATw' "'E_:
ILACAD3
^^--y,,.
GRADE ELEVATION
G
SE OR SLRVEV LINE.
STATE HIGHWAY COMMISSION
•
PLAN # PROFILE OF `O`# #
A" ROAD
PROJECT S 0552(2)
. O
ING THAT PORTION BETWEEN THE SE, CORNER OF SEC. +
AND THE S.W, CORNER OF SEC.15,T30N, R17W
d
0rV19 Jors N.
GQtMTY
ROUSE
GRASS APq CGgEEKh
L
Nt,NW, Y
aNO3T0.TE
SECTION
FECDIAL
T3
7?tl
SS.s
SSz.a11.2
2tN A IN. 1 W YP.
, LEAIx.axP ...,IN.-:�F. YxRY.nIN.—ADxY. ESTIMATE OF QUANTITIES
THIS P OJECT IS TO BE EXECUTED UNDER THE STANDARD SPEwIFICATICNS FOR ROAD 8 BRIDGE CONSTRUG ERAL
LAYOUT
SCALE F—'®'
w
TOTAL NET LENGTH OF CENTERLINE . 3."l ML
OF THEIc STATE HIGHWAY COMMISSION OF WISCCNSIN —EDITION OF 194E APPROVED SEPTEMBER 26, t9 1 FEE
AID SPECIAL PROVISIONS APPROVED AS STANDARD DEC.3,1947 d SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS
GCAESATE
BtT
GRAVEL
WEARING
FORGRADED
w:T
TRAFFIC
STATION
NET
SURFACE
AGGREGATE
FOR
BOUND
TO
LENGTH
Or. SURF
SURFACE
COURSE
SURFACE
(BASE)
STATION
OF
COURSE
C"ITER—
GLASS
DENSE
ANO
COURSE
ONE
"C"
GRADED
TACT
REM NO,
2313-I
23(3.3
2313.5
2320.2
UNIT
LIN.FT.
SQ YD.
C.Y.
GAL,
C.Y.
0+12 TO 104+60
10414.4
23271
1388
26372
200
0-15 TO 106+43
10658
I23684
l413
26847
2O0
TOTALS
210,72,
47000
2800
5
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EXCEMON TO CENT€RLM LENG19
t•:
3TA t*43.2 TO 3TR 6*4G.6
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AID I 7 i ' 4
'oF Sec!
104460
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NET LENGTH OFACENTERLtNE cT
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