HomeMy WebLinkAbout1949 S0556(2) .pdfINDEX OF SHEETS
SHEET NO, I TITLE
SHEET NO. I TYPICAL CROSS SECTIONS
SHEET NO. I ESTIMATE OF QUANTITIES
SHEET NO. MISCELLANEOUS QUANTeTIES
SHEET NO. RIGHT OF WAY PLAT
SHEET NQ 2-4 PLAN AND PROFILE STA, 40+00 TO STA. 12.4+00
SHEET NO. S STANDARD DETAILS
SHEET NO, DRAINAGE STRUCTURES
SHEET NO. 4,-IZ CROSS SECTIONS
CEN
UNIFORM ITPACTED DEPTH
-PRESENT GROUND LINE
TYPICAL SECTION
STATE LINE
CULVERTS IN PLACE
COUNTY LINE
CULVERTS REQUIRED...
TOWNSHIP OR RANGE LINE v.
DROPINLET ......
SECTION LINE ... ...
POWER PCLE,
NEW RIGHT OF WAY LINE ..... - — -
TELEPHONE OR TELEGRAPH
POLE
PRESENT RIGHT OF WAY LINE
RIGHT OF WAY' MARKERS
WIRE PENCE I WOVEN
REFERENCE STAKE FOR RUBS
ONLY
`BARBED
MARTINa.
LOT LINE__ .. ............
HEDGE -
CORPORATE OR CITY LIMITS
TREES� ...... ---
PROPERTY LINE
TRAVELED WAY OR P E,
GROUND ELEVATION
Z_Aam�_'
RAILROADS ... .......
BASE. OF SURVEY LINE
GRADE ELEVATION
VAR.
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
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HOUL"lON -BURKHARDT ROAk
ST. CROIX COUNTY
PROJECT S0556(2)
BEGINNING AT A POINT APPROX, 85S FEET WEST AND28FEEIT NORTH
OF THE SOUTHEAST CORNER OF SEC. 50 T-ZO-4, R-M-W, THENCE
SOUTHEASTERLY TO A POINT APPROX. 560 FEET SOLIT4 AND EIV5 MET
EAST OF THE N.W. CORNER. OF THE --e.114, N.W. IA,13EC.515, T-W-N, R-IS-VIL
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LAYOUT
SCALE
TOTAL NET LENGTH OF CENTERLINE - LEM ML
_c6tT.Ty_i ROUTE aASSAND_AGFEBITNF_I FAjR SKEET TOTAL
GHWAY Aft DI AL I I
SECTIOON I STATE FEDERAL I OFFICE I NUMBER S.Als
11 2
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 SEPTEMBER 26, 194t, FEDERAL AID
SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER 8, ISAR AND
SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL.
ITEM ITENO, UNIT QUANTITY
M
------ - -------
COMMON EXCAVATION 2106-1 1 CY , �30,310
A,,
2320-2 C r 2 050
CULVERT PIPE 15, SP, LIN FT 40
CULVERT PIPE is' SID, LIN. FT i 124
I CULVERT. PIPE 24- _SRL_lN ----- FT- 62
CULVERT PIPE Wo
SP LIN, FT 40
APPROVED STANDARD DETAIL DRAWINGS USED ON THIS PROJECT
ARE AS FOLLOWS,
CONSTRUCTION BARRICADE-, 7,411
LCHAIISTAIN MlV"WA`f FEDERAL WORKS AGENCY
SSPON ' EI'CADN.
.,U,NsO.. .'Al "T"O"L ROAN A ..IAREFRATF.
N-ENSELP . APPROVAL DATE
AO.4FCT r oN , E1911C ROADS nl.��STPATICN
FEDERAL WORKS AANCY
"CO.Nl.pS. 10. APPROVAL. �FS_ _ -- —
APPROVED DATE, ,
AllE.A.
Dwr I
4LIC WORKS ACV 4STRATO04
SECTION OFFENCE TO BE PAINTED
LENGTH TO BE SUFFICIENT TO REACH FROM TOE OF THE BACKSLOPE TO TOE OF THE
.
PROVIDE«INTERMEDIATE POSTS TO ADEQUATELY
STANDARD "ROAD CLOSED" SIGN (W. W C- NO, R-15) TO BE ERECTED ON FENCE AT THE TOP ON
THE CENTERLINE OF
m
SSE
i ♦ ,
APPROVED--
OMI, I945
HIM
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TO SECS '$4 � SCHAFER
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80
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IS W NORTH OF STA, 93f8i
MMI'MON WALDROFF
95 4iz`:z
190
RL 97 23
,G A. 2 2'
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M- K 1 N NO N ELSIE WERT
NET LENGTH OF CENTERLINE STA 70.00- 100,00 = 2600 LINEAR FEET
37
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ELSIE WERT
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I- 18'A 20' CULV PIPE REOD
So
ELSIE WERT
RENNIE WERT
-----------
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5V
STA. 115-70 RT,
END OF
PR
CONSTRUCT F.E.
1- 18'9 20' CULY, MPE REOD
ELSIE WERT
STA. 121 - 50 RT.
I- IB'x?O' CULV PIPE
REQD
RENNIE WERT
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