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TYPICAL CROSS SECTIONS
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PLAN AND PROFILE STA.0-118,7 TO STA, 13+
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DRAINAGE
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STATE Low_ ...... .........
CMVCRTS IN PLACE!_ ........
COIRFTY Lime-__ ...
CULVERTS REQUIRED.....,......
OR RAMS[ LINE,.,,.,,_........__.
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DROP RRCT,,........,.......,,...
MOTION LINE........ ..............
_._.�...�
POWER POLL....,..,., ---- ,,,......
.,,...........�
NCW ANNY OF WAT LRK...
TELEPHONE OR TZLIDGRAPR POLE -__.,,.
PRESENT RMIH((T Of WAY L.OR....,........_.®.,-.
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RIGHT Of WAY
WRK FENCE (WW'[R.,,.....,..
®...�.. �,.._.
RERRENCE STAR[ FOR HUE! ONLf_ iff__
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MAR[H..............................t,._�;.!,++.•
LOTLIME__ .........
HEM- ......
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TIMES..__ .-------
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PROP[RTT LRR..,_._.. ,,_.....,.
TRAVELED WAY OR RE ...........
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GROUND ELEVATIOR.__;.,,_..,..,
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HAM' OR PAM LME•.........
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GRAD[
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STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
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PROFILEI PLAN AND OF • P i
DAVISi OF A O
COUNTY
PROJECT ,
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LAYOUT
SCALE P---i
TOTAL MR M CfWrERUNlf RO, 272' MI,
50WITTIFF3073FINTMOM
ITEM
ITEM NO.
UNIT
OUNT[TY
CURB B GUTTER
2105-7
LIN,, FT,
2,400
CONCRETE SIDEWALK
IWEAMNG
2105-5
SO-, TO,
Spp
EXCAVATION
2106-1
CU, YD.
4,01@
PAVEMENT 7'
2301.1
SO, YO.
50
SURFACE ccRARE 1� AGGREGATE
BIT. SURF COURSE,[b[res 4 a0[D rrF4a
2313-1
S0, YD,
7,340
AGGREGATE FOR GRADED AGGREGATE
BIT, SURF. COURSE (OEN3[ GRADED rrPE}
2313-3
GU. YD.
04p
BITUMINOUS MATERIAL
FOR SURFACE COURSE
2313-5
GALLONS
14,000
GRAVEL. TRAFFIC BOUND
SU RFAGE IBASE7 COURSE
2}20-2
CU. YO.
550
SALVAGED SURF (BASE) COURSE
2323-d
SO.. TO,
7,340
CONC. COME CURB B, GUTTER
(YARIA BLE
2521-3
LIN. FT,
2,496
CONCRETE SIDEWALK S"
2522-1 1
SO, FT,
1 200
NET LENGTH OF CENTERLINE
STA, 0-IB6,7 TO STA. 13+20
Lt N, FT.
1,43B.T
THIS PROJECT IS TO BE EXECUTER UNDER THE STANDARD SPEGFI-
CATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE
HIGHWAY COMMISSION OF WISCONSIN, EDITION OF 1941, APPROVED
is SEPTEMBER 26, 1941, FEDERAL AID SPECIAL PROVISIONS AP-
PROVED AS STANDARD NOVEMBER 0,1240, AND SPECIAL PRO -
IS, VISIORS AS ATTACHED TO PROPOSAL.,
4.
END OF PROJECT S0554(3)
STA, 13+20
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N.W. GOR. SEC. 27I
TIES
,O,T, STA.3+89 STA 6+50
TIES F 26,5' RT. OF TRANSIT LINE
STA. O-IOTO STA. 2+985 SW. COR. HOUSE FOUND- E.BN. 23.85'
X 30'6° CURB B GUTTER REO'D +y N,W. COR. HARTWIG GARAGE SE. 38.2'
FACE 4F CUR8 STA. 3+34.5 TO STA. 6+297 `
TRA i '0'XB`GURB B GUTTER REO'Q STA, 6+65.7 TO STA. 9+50.3
Ll=:LJK 50` X 8° CURB 8 GUTTER REQ'D
5 W
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DAVIS STREET
LFR 14
ALK
WEST COR, OF ROTE ENT; S.E.54 III ANGLE POINT
N.E. GOR. OF GARAGE S-W.
STA. 3+34.5 TO STA. $Ta6+ 6+29.7 . i- STA, 0-18 TO STA, 2+98B 30" X 7' CURB B GUTTER REO'O 65.7 TO STA. 9+50.3
STA. 0-II8.7 T-IIII 30'X6° CURB a GUTTER REO'D 30"X 7* CURB B GUTTER REWD
BEGIN PROJECT
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BENCH MARKS
N L 0 CH L RM
2 ` TOP FLANGE OF FIRE NYORANT. OAYIES B CH 3 SEGOIU STEPO HPGRWAY COMM OFFlGE RAPL®TT 99.9
78.32
W
N TA O-IIS 7 TO STA. 13+20 /438.7 LINEAL FEET. $
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6
C.T.H. 'T'
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STA.. 13+20 -
4. 28.5'RT, OF TRANSIT=EZ.;.
a ainLINE.0554C31
Ens
Q STA, 9+86.3 TO STA, I +20
y 30`X 8' CURB B GVTRR REO'D
BUSHNEL4 B PACE' AIX). TT POST
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BLOCK 2
m
STA,9 +85.3 TO STA, 12+67,1
30'X 7' CURB B GUTTER REQ'O
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W „13
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0
END PROJECT
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STA. 13+03.1 TO STA P3+20
30' X 7"CURB B GUTTER t
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