HomeMy WebLinkAboutJ 1978.pdf,.onventional Signs and Abbreviations
STATE LINE
HIGRAAY Himil"ifty
CENGTFRY
. ,
le To, I
LINE
SEPARATIONtl'COUNTY
FOUNDATION
Told.
'is
TO'l%SHIPAND RANGE LIKES
HIGHWAY
OVERPASS
GAS PUMP ISLAND
f CUT
SECTION LINE
RAIL LINE
BUILDING
type
OUARTER LINE
OVERPASS iT
NEON PIN
SIXTEENTH LINE
ALL OTHER
POWER POLE
NEW CENTERLINE
BRIDGES
TELEPHONE POLE
RtG LINE
STREALA OR ITiamei
RAIL LINE
NAVI
RIVER
OLD RAV LINE
TPANSPAISSiON TOWER
P,L, I00.0
LAKE (namet
AND LINE
PROPERTY LINE
,
UNDERGROUNDCATTLE
CORPORATE LLNHIS —i-NAKEL—I,
PASS
CABLE MARKED
SLOPE INTERCEPTS slope -intercept
'RELOCATED
WELL
111
LOL, TIE AND OTHER MINOR
STREAM OR RIVER
STONE MONUNTSIT
DASHED LINES
TRAVELED WAY
UNDERGROUND FACILITY
(ShOwn only in area of
SEPTIC TANK
(POV,ER, TELL PHO IF, -(Iiamle orTymH_
Frontage Road% Interchanges
LVANDMILL
TELEGRAPH, GAS, FTCIV
or Dual Lanes)
NO ACCESS
. LAMTED HIGHWAY EASEMENT
(51oadmr; omitted on Aerial Hafflmle!0
ACCESS POINT
ACRES
AHEAD
ASID CTNFRX
BACK
EARN
BUILDINGS
CENTRAL ANIZE
DIATINCIL
CH014EL CHANGE
COMPANY
CONSTRUCTION
CBR14ER
CORPORATION
COUNTY
COUNTY TWA HIGHWAY
CREEK
DEED
DEGREE OF CURVE
DISTRICT
EXISTING
EXTERNAL DISTANCE
FIELD DORMICE
FOOT lFF-T)
GARAGE
GOVERNMENT
HIGHWAY
HOUSE
HOUSE TRAILER
INCHES
INCORPORATED
INTERSECTION ANGLE
q737#���'
A P, PARALLEL
A[ PERMANENT
AN POINT OF CURVATURE
ET, At, POINT CF INTERSECTION
BK. POINT EF TENDENCY
A DO NT F COMPOUND CURVE
FLOGS POINT POINT ON CURT OF REVERVESE CURVE
a
CH, PRIVATE DRIVE
ON, 04, PROJECT
COM, PROPERTY LINE
CONST, QUIT CLAIM DEED
CCIR, RADIUS
CORP. RAILROAD
GO RAILWAY
L T H. REFERENCE. LINE
CURVE L.
"AY EASEMENT L, IT E.
REQUIRED
RIGHT
PHONE OF WAY
ROAD
ROADWAY
SCALED
SECTION
SEPTIC INN
SPIED
SOUTHEAST
SOUTHWEST
SQUARE
STALNUARD
STATION
STREET
TANGENT
TANGENT LENGTH OF CURVE
TAVERN
TEMPORARY
TRANSIT LINE
UNITED STATES COAST & GEODETIC SURVEY
C41TED STATES GEDLOGICIAL SURVEY
UNITED STATES HIGHWAY
WELL
OIL
PERK.
PC
P I
P T.
P. C. C.
N
P'R C
P.O. C.
PI V,
PEGJ
P. L
Q, C- D.
A
RR
py
REEL..
REDID
RT-
R/W
Ry,
ROWY.
(a)
SEC,
SM'
5
SE
Saw
SD.
SOD.
STA,
S.
TAN'
T
IAV.
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U. S. C, A G. S.
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ALL COORDINATES SHOWN ON THIS PLAT
ARE REFERENCED TO THE WISCONSIN
CO-ORDINATE SYSTEM, CENTRAL ZONE
AND ARE SCALED FROM U.S.G.& TOPOGRAPHY
MAPS, RIVER FALLS AND SALOWINXISCONSIN
QUADRANGLES,FOR IDENTIFICATION ONLY
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CODRDINATES AND NIGHT OF WAY PLAT BEARINGS ARE DR6ENTED TO THE WISCONSIN
CODROiRATE SYSTEM WITH G DEGREES, D MINUTES, D SECONDS BEING GRID NORTH.
THE DIFFERENCE BETWEEN PROJECT FLAT BEAU IRS REPRESENT KARE ANGLES IN
DEGREES, MINUTES AND SECONDS TO THE NEAREST SECOND" RIIW PLAT DISTANCES
ARE AROUND LERGTHS UNLESS OTHERWISE NOTED AND WAY NE CONVERTED TO GRID
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OF SEC, 20, T29R, RIBIN. xy END RELOCATION ORDER_
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SCALE DATE
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8949-6-21 -SEC. 4, RSOG3O(123
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PROD. 8949-6-21 -SEC. 4,RS
j�5�}
STA. 560+00
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APPROX. 286"W CF THE HE. CPR.
OF SEC 24, T SUN, R18W
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BEARING ORIENTATION AND GRID CONVERSION DATE XUMe[R
8949-6-21
C A4BOI MITES AND RtCRR 4F WAY SLAT HEARINGS ARE ORIENTED TB THE WISCONSIN
COORDINATE SYSTEM MITI 0 OE4REES, 0 MINUTES, D SECONDS IEIMG CHID NDWTH,. AIA.$19PH rt0[vpliROMICIMUµ". 4.4
THE DIFFERENCE BETWEEN PROJECT FLAT REARIIGS REPRESENT ?LAME AISLES IN RS 0830(12)
DECREES, MINUTES AND SECONDS TO THE IFAIEST SECGND. R(M SLAT DISTANCES A4U^}I`9TH KAR OF HIOM eP WAY IMUIHNe P®H
ARE AROUND LERBLMS UNLESS OTHERWISE NOTED AND MAY BE CONNERTEO ED 5R:D p10J 24, I4P8 =-94 -NAMMOND ROAD
LENGTHS BY MULTIPLTIRO FLAT DISTANCES HE .4998921
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SCALE DATE
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BEARING ORIENTATION AND GRID CONVERSION
COORDINATES AND RIGHT OF WAY PLAT HEARINGS ARE ORIENTED TO THE WISCOMSkN
COORDINATE SYSTEM WITH 0 DEGREES, 0 NI 0 SECONDS BEING GRID NORTH,
THE 'IF .. E... :El:ll,PROJECT ILIT 1EIIIIISlEIIISEUE 111:1AIIIEItl
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