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TLE STATE OF WISCONSIN
CROSS SECTIONS
SHEET No, I
ESTIMATE Of QUANTITIES
SHEET NO, -
MISCELLANEOUS QUANTITIES
SHEET NO. -
RICHT OF WAY PLAT
SHEET NO, Z
PLAN AND PROFILE STA. 124*00TO STA, t46 +0*
SHEET NO, -
STANDARD DETAILS
SHEET NO. -
DRAINAGE STRUCTURES
SHEET POOL -
CROSS SECTIONS
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IRESENiORDURR f4".R ECDURSE
TYPICAL FINISHED ECTION
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CONVENTIONAL SIGNS
STATE
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RIGHT W WAY MARKERS.......>.
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�LAN AND PROFILE OF PROPOSED
HOULTON -BURKHARDT ROAD
ST i
OIX COUNTY
PROJECT S0556(4)
BEGINNING AT A POINT APPROXIMATELY 580 FEET SOUTH AND 363
FEET EAST OF OR R OF THE SOUTHEASTOF
THE NORTHWEST 1/4, SECTION 33, T 30 N. R, 19 W. THENCE SOUTH —
EASTERLY TO A POINT ON THE EAST ANDWEST 1/4 LINE APPROXIMATELY
1020 FEET EAST OF ' OF
OF R'# #
F
R•
T.
530
rFT�
r
I END Q
LAYOUT
VALE P----N
TOTAA NET LEP4Hdit Of CIENTERLINE * 0.411 ML
R
ESTIMATE OF QUANTITIES
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF
WISCONSIN, EDITION OF 1941, APPROVED AS STANDARD SEPTEMBER 26 1941,
FEDERAL AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBEA 6, 1948,
AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL.
GRAVEL REAM44
AFC.. FOR
-N
GINNtNOUS
NET
TRAPPM SURFACE
•RADEA
Y41ERML
DtNSE
AGG.A,
LENGTH
ROUND GRADED
SURF. CFI1
FOR
!TA}YDM YO STATION
OR
SURFACE TYPE
'DENSE
SURFACE
(RASE C4Assv
•FADED
CENTERLME
COURSE (ROADMI
TYPE
COURSE
ITEM NO
2320-2
2313-1
23+3-3
2313-5
4IN.. FT.
CU. YD.
SO. YD..
CV. YD.
GAL404
UNIT
124+00 TO 146:00
2 200
950
4, 900
30,
5,440
APNiC.iVED FOP
Lace
STATE �AT
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WAR.
M.9
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DEPARTMENT
BUREAU OF RAt.G RO463
RECOMMENDED FOR APPRCPAL
DISTRICT ENGINEER DATE
W 3 (4
134+24 P.1. 141+7r
35`05` 6 _-46`OB° w
7 0
E.-O. ne s%'r. S.E.-0.085�FT.
1
STA.124+00• A24+Ce PROJ.SO556(3} 3
NET CENTERLINE LENGTH
TA, 124+00 TO STAI 146+00 - 2200 LIN Fr.
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BENCH MARKS
srA. oese. ELEv.
' °!t-EJn Z�.G Face LT58 Z0572
.for 1 1 6
PROJ(GX 30336 (<P �' U.
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