HomeMy WebLinkAbout1949 S0552(3) .pdfl HEET NO. 1 TITLE
Ip HEET NO. t TYPICAL. CROSS SECTIONS
HEET NO. 1 ESTIMATE OF QUANTITIES
HEET NO. MISCELLANEOUS QUANTITIES
,HEET NO. 'RIGHT OF WAY PLAT
'.HEET NO. 2,4 PLAN AND PROFILE STA.93+13 TO STA. 175+00
:HEET NO. S STANDARD DETAILS
HEET NO, DRAINAGE STRUCTURES
.MEET Na 4-10 CROSS SECTIONS
PRESENT
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-S'GRAVEL OR CRUSHE4 STOKE 083E COURSE
SLOPE U4. PER. FT. FILL
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CONVENTIONAL SIGNS
STATE LINE._ ....................®®®®
CULVERTS AS PLACE.. ....
....... k]>c]t"::CT:�
COUNTY LOX .... .... ._..,......
CULVERTS REQUIRED............
TOWNSHIP OR RANG[ LINE ...
DROP MLET.......................(]'r.::,-:.[e:::::
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SECTION LIME....... ...
___._.,.__. — POWER POLE....,..... .........
... ......
NEW RtGHT OF WAY LINE
TELEPHONE OR TELEGRAPH POLE ..0
PRESENT RIGHT OF WAY LINE .......
—... --._. RIGHT OF WAY MARKERS..,.......
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WIRE FENCE 1 WOVEN
®... ®...®..� REFERENCE STAKE FOR HUBS
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LOT LINE...__ .......
HEDGE... ,
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CORPORATE CA CITY LIMITS _.
PROPERTY LINE....
"_ TREES____-
.. =ER
TRAVELER WAYCR PE
. ......... GROUND ELEVATION..........
,
......
RAILRDAOS....,..,., .....
BASE CR SURVEY LINE ...
GRADE ELEVATION_ ... ,._....._.
—.
STATE OF i
STATE+' COMMISSION OF #
PLAN AND PROFILE OF PROPOSED
PRESENT GROUND
GLENWOOD ROAD
PROJECT
♦N.#, S0552(3)
BEGINNING NEAR THE NORTHWEST CORNER OF
SECTION
B A POINT 1723 FEET EAST OF THE NORTH
E
STA. 93 + t 3
BEGIN PROD. S0552(3)
STA. 175+00
OF EN0 PROJ. 60552(3}
R.18 W. 883
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LAYOUT
SCALE
TOTAL MET LENGTH Of CENTERLINE R A.551 ME.
Noma
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 28„1941, FEDERAL
AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER 8,1948„ AND
SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL.
APPROVED STANDARD DETAIL DRAWINGS USED ON THIS PROJECT ARE AS FOLLOWS:
CONSTRUCTION BARRICADE _.______.____._-----.-7-411
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RT0.TR HIGHWAY
FEDERAL WORKS AdcN
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THOMPSON
THOMPSON LETELLIER
R LETELLIER P MALONEY
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115 +
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NET LENGTH OF CE TERLINE SPA. 43+13 TO STA. 125
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460 + 3187 LINEAL. FEET.
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MALONEY t BARTNIK
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130 35
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140 145 jwa 150 155
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PRINSEN
NET LENGTH OF CENTERLINE STA. 125+00 TO SPA.
155� 00, 3000 LINEAL FEET.
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