|
EQUATION 1120+76.93 AHEAD= n I u t-
<br />1120+73.60
<br />1120+73.60 BACK •M, -----
<br />STANDARD
<br />AH.
<br />ABBREVIATIONS
<br />D
<br />M. R. Et4UAl ION 823+93
<br />744+93. 64 BACK
<br />IN
<br />D S O
<br />AND OTHERS
<br />ET. AL
<br />MINIMUM
<br />MIN. 87 BACK
<br />EQUATION 688 +18.57 AHEAD =
<br />1 2 3.3 1
<br />AND W I FE
<br />EQUATION
<br />953+12.64
<br />AHEAD=
<br />688+22.02 BACK
<br />94..,
<br />»-
<br />1 7 3
<br />APARTMENT
<br />APT.
<br />MOTEL
<br />953+02.46
<br />BACK
<br />SOUTHEAST
<br />ABANDON
<br />ABND.
<br />MAILING ADDRESS
<br />#0000
<br />-ION
<br />m
<br />-
<br />SCALE
<br />BASE LINE
<br />ABSTRACT
<br />ABS.
<br />MANHOLE
<br />M. H.
<br />EQUAL
<br />890+07.78
<br />AHEAD=
<br />PAVEMENT
<br />'
<br />ACCESS POINT
<br />A. P.
<br />MANUFACTUR I NG
<br />MFG.
<br />B IT.
<br />890 + 10.63
<br />BACK
<br />VENDEE
<br />VDE.
<br />ACRES
<br />AC.
<br />MAX I MUM
<br />MAX.
<br />EQUAT ION
<br />868+21.70
<br />AHEAD=
<br />BLVD.
<br />POINT OF INTERSECTION
<br />ADDITION
<br />ADD.
<br />MEASURED
<br />(M)
<br />POI NT OF TANGENCY
<br />868+00.68
<br />BACK
<br />reek
<br />BUILDINGS
<br />AGR I CULTURAL
<br />AGR I .
<br />MILE
<br />M I .
<br />A
<br />CATCH BAS IN
<br />C.B.
<br />POINT OF REVERSE CURVE
<br />P. R. C.
<br />AHEAD
<br />AH.
<br />MILK ROOM
<br />D
<br />M. R. Et4UAl ION 823+93
<br />744+93. 64 BACK
<br />IN
<br />D S O
<br />AND OTHERS
<br />ET. AL
<br />MINIMUM
<br />MIN. 87 BACK
<br />EQUATION 688 +18.57 AHEAD =
<br />1 2 3.3 1
<br />AND W I FE
<br />ET. UX.
<br />MONUMENT
<br />MON.
<br />688+22.02 BACK
<br />94..,
<br />»-
<br />1 7 3
<br />APARTMENT
<br />APT.
<br />MOTEL
<br />MO• EQUATION 744+92.07 AHEAD
<br />z -
<br />SOUTHEAST
<br />SE
<br />ASSUMED
<br />(A)
<br />MUN I C I PAL
<br />MC P L
<br />744+93. 64 BACK
<br />SHEET
<br />NUMBER
<br />TOTAL
<br />SHEETS
<br />AUXILIARY REFERENCE LINE
<br />A. It
<br />NORTHEAST
<br />NE
<br />EQUATION 688 +18.57 AHEAD =
<br />1 2 3.3 1
<br />AVENUE
<br />AVE.
<br />NORTHWEST
<br />NW
<br />688+22.02 BACK
<br />94..,
<br />»-
<br />1 7 3
<br />BACK
<br />BK.
<br />NUMBER
<br />N0.
<br />z -
<br />SOUTHEAST
<br />SE
<br />BARN
<br />B.
<br />OUTLOT
<br />0. L
<br />m
<br />-
<br />SCALE
<br />BASE LINE
<br />B
<br />PARALLEL
<br />PLL
<br />PAV'T.
<br />~
<br />EQUATION 638+99.45 AHEAD=
<br />CONVENTIONAL SIGNS
<br />BEARING LONG CHORD
<br />B. L C.
<br />PAVEMENT
<br />'
<br />639 +15.25 BACK
<br />E
<br />S PEC IAL CROSS I NG
<br />B ITUMI NOUS
<br />B IT.
<br />PERMANENT
<br />PERM.
<br />VENDEE
<br />VDE.
<br />BLOCK
<br />B LK.
<br />POINT OF CURVATURE
<br />P. C.
<br />S. D.
<br />SQ.
<br />STATE LI NE
<br />BOULEVARD
<br />BLVD.
<br />POINT OF INTERSECTION
<br />P. I.
<br />Token
<br />BRICK
<br />BRK.
<br />POI NT OF TANGENCY
<br />P. T.
<br />COUNTY LINE
<br />reek
<br />BUILDINGS
<br />BLDGS.
<br />POINT OF COMPOUND CURVE
<br />P. C. C.
<br />FIRE HYDRANT
<br />A
<br />CATCH BAS IN
<br />C.B.
<br />POINT OF REVERSE CURVE
<br />P. R. C.
<br />Gas Pump
<br />H I GHWAY
<br />CEMETERY
<br />CEM.
<br />POINT ON CURVE
<br />P. 0, C.
<br />_
<br />CENTERLINE
<br />STA.
<br />PRIVATE DRIVE
<br />P. D.
<br />c�
<br />CENTRAL ANGLE
<br />o
<br />PROJECT
<br />PROJ.
<br />EQUATION 595 +59.17 AHEAD=
<br />CHANNEL
<br />CH.
<br />PROPERTY LI NE
<br />P. L
<br />595 +60.07 BACK
<br />CHANNEL CHANGE
<br />CH. CH.
<br />QUIT CLAIM DEED
<br />Q.C.D.
<br />FRAME
<br />GARAGE
<br />CHICKEN HOUSE
<br />C, H.
<br />RADIUS
<br />R
<br />i
<br />1:P' .
<br />COMM.
<br />RA I LROAD
<br />RR.
<br />GOVERNMENT
<br />FA
<br />24 I
<br />25
<br />.R ISTOL'
<br />i' l
<br />m
<br />r
<br />ast Stoll
<br />r
<br />i
<br />r
<br />1
<br />1 � •
<br />1 rk.
<br />1
<br />1
<br />1 rm l r
<br />1 gyi 1
<br />COMPANY COM. RA I LWAY RY. EQUATION 572 + 64.53 AHE
<br />COMPUTED 572 + 61.67 BACK
<br />CONCRETE CONC. RELOCATED REL
<br />CONSTRUCTION \ •� 1
<br />CORN CR I B C. C. RESIDENTIAL RES. co
<br />CORNER COR. RESTAURANT REST.
<br />CORPORATION CORP. RIGHT RT.
<br />CORRUGATED CORR. R I GHT OF WAY RM
<br />1Co.1\� •
<br />COUNTY TRUNK H I GHWAY C. T. H. ROADWAY RDWY.
<br />CREEK CR. SANITARY �'AN.
<br />CULVERT C U LV. SCALED (S)
<br />DEED 1SCHOOL
<br />DEGREE OF 1 SECTION rl . ♦ ��
<br />DISPOSAL 1 I S P. SERV I CIE STAT I ON DIST. SEPTIC TANK
<br />DISTRICT
<br />® V
<br />0
<br />ROUTE
<br />AND
<br />SECTION
<br />CLASS AND AGREEMENT
<br />FA
<br />24 I
<br />25
<br />.R ISTOL'
<br />i' l
<br />m
<br />r
<br />ast Stoll
<br />r
<br />i
<br />r
<br />1
<br />1 � •
<br />1 rk.
<br />1
<br />1
<br />1 rm l r
<br />1 gyi 1
<br />COMPANY COM. RA I LWAY RY. EQUATION 572 + 64.53 AHE
<br />COMPUTED 572 + 61.67 BACK
<br />CONCRETE CONC. RELOCATED REL
<br />CONSTRUCTION \ •� 1
<br />CORN CR I B C. C. RESIDENTIAL RES. co
<br />CORNER COR. RESTAURANT REST.
<br />CORPORATION CORP. RIGHT RT.
<br />CORRUGATED CORR. R I GHT OF WAY RM
<br />1Co.1\� •
<br />COUNTY TRUNK H I GHWAY C. T. H. ROADWAY RDWY.
<br />CREEK CR. SANITARY �'AN.
<br />CULVERT C U LV. SCALED (S)
<br />DEED 1SCHOOL
<br />DEGREE OF 1 SECTION rl . ♦ ��
<br />DISPOSAL 1 I S P. SERV I CIE STAT I ON DIST. SEPTIC TANK
<br />DISTRICT
<br />® V
<br />y
<br />`' M
<br />4"
<br />EN D RELOCAI I ON OR DER
<br />PROJECT T 017-2(31), STA. 1156+72.2 =
<br />STA. 1156+72.2, PROJECT T 0172(35)
<br />1965' E. OF THE NLW. COR., OF SEC. 4,
<br />T 9 N, R 12 E.
<br />,
<br />EQUATION 1024+11.72 AHEAD=
<br />1024+10.9Z BACK'
<br />EQUATION 99}6+72:50 AHEAD=
<br />996+72.42 LACK
<br />I fi
<br />J j
<br />BEGIN RELOCATION OR DER
<br />PROJECT T 017-2(31) STA, 513+31, 38 =
<br />STA. 313+41.89 PROJECT T 017-2(15) _
<br />\ STA. 130+97.25 F A. P. 455A
<br />2640' North, 1828' East of S . W Corner, Section 12, T 8 N, R 10. E.
<br />COUNTY
<br />AND
<br />H GHWAY
<br />ROUTE
<br />AND
<br />SECTION
<br />CLASS AND AGREEMENT
<br />B. P. R.
<br />REGION
<br />--DIVISION
<br />SHEET
<br />NUMBER
<br />TOTAL
<br />SHEETS
<br />STATE
<br />FEDERAL
<br />1 3. 1
<br />17.2
<br />1 2 3.3 1
<br />4
<br />wIs
<br />4
<br />%//,(NAME)/////////,
<br />S.
<br />CONST PROJECT f: 0I-7-2_((,(,) 1111-l-70
<br />94..,
<br />»-
<br />1 7 3
<br />R F Of 7• Z (67) .1/// -1.71
<br />4
<br />12
<br />EST.
<br />SOUTHEAST
<br />SE
<br />slope intercept--,,
<br />P Pt
<br />- - - - - - - - - -� -
<br />::
<br />PROJECT ID. 1111-1-20
<br />1111-2-20
<br />� RELOCATED
<br />y
<br />`' M
<br />4"
<br />EN D RELOCAI I ON OR DER
<br />PROJECT T 017-2(31), STA. 1156+72.2 =
<br />STA. 1156+72.2, PROJECT T 0172(35)
<br />1965' E. OF THE NLW. COR., OF SEC. 4,
<br />T 9 N, R 12 E.
<br />,
<br />EQUATION 1024+11.72 AHEAD=
<br />1024+10.9Z BACK'
<br />EQUATION 99}6+72:50 AHEAD=
<br />996+72.42 LACK
<br />I fi
<br />J j
<br />BEGIN RELOCATION OR DER
<br />PROJECT T 017-2(31) STA, 513+31, 38 =
<br />STA. 313+41.89 PROJECT T 017-2(15) _
<br />\ STA. 130+97.25 F A. P. 455A
<br />2640' North, 1828' East of S . W Corner, Section 12, T 8 N, R 10. E.
<br />H I GHWAY
<br />HWY.
<br />TANGENT LENGTH OF CURVE
<br />T NEIN CENTERLINE TELEPHONE POLE
<br />HOTEL
<br />H0,
<br />TAPER
<br />H.
<br />TAVERN
<br />TAV, RIVER
<br />HOUSE TRAILER
<br />TEMPORARY
<br />DWY.
<br />%//,(NAME)/////////,
<br />S.
<br />\
<br />`..
<br />94..,
<br />»-
<br />RE -VISION
<br />"�I . M.� STATE OF WISCONSIN
<br />LOCATION SKETCHSHEDDRIVEWAY
<br />ESTATE
<br />EST.
<br />SOUTHEAST
<br />SE
<br />slope intercept--,,
<br />P Pt
<br />- - - - - - - - - -� -
<br />::
<br />� RELOCATED
<br />-
<br />SCALE
<br />EXISTING
<br />EX.
<br />SOUTHWEST
<br />SW
<br />U N I TED STATE H I GHWAY
<br />CONVENTIONAL SIGNS
<br />WELL
<br />'
<br />EXTERNAL D I STANCE
<br />E
<br />S PEC IAL CROSS I NG
<br />S.C.
<br />,
<br />DIVISION F HIGHWAYS
<br />IRON PIN
<br />I P
<br />VENDEE
<br />VDE.
<br />0 1 2
<br />FACTORY
<br />FEDERAL AID PROJECT
<br />FACT.
<br />F. A. P.
<br />SPECIAL DRIVE
<br />SQUARE
<br />S. D.
<br />SQ.
<br />STATE LI NE
<br />'--" - '-- CEMETERY
<br />' C
<br />�_ em_
<br />H I GHWAY H I GHWAY
<br />ISLAND
<br />MILES
<br />NOTE
<br />'
<br />FIELD ENTRANCE
<br />F. E
<br />'
<br />STAN DAR D
<br />STD.
<br />COUNTY LINE
<br />- FOUNDATION
<br />'- -
<br />I_F�1n_-' ,_,
<br />SEPARATION
<br />ALIGNMENT ADJUSTMENTS WERE MADE BETWEEN
<br />STATION, 749+60.70 AND STATION 11564 72.20
<br />FIRE HYDRANT
<br />F. H.
<br />STATE TRUNK H I GHWAY
<br />S. T. H.
<br />VIT.
<br />WH,
<br />UNDERGROUND FACILITY
<br />Gas Pump
<br />H I GHWAY
<br />(D
<br />(Shown only In area of
<br />Frontage Roads Interchanges
<br />ON REVISION OF 2/690; STATION��PLUSES AS
<br />FOOT (FEET)
<br />FT.
<br />STATION
<br />STA.
<br />TOWNSHIP AND RANGE LINES
<br />- - GAS PUMP ISLAND
<br />c�
<br />OVERPASS
<br />�
<br />SHOWN DO NOT REFLECT THIS CHANGE':.( HOWEVER,
<br />FOUNDATION
<br />EDN,
<br />STORY
<br />STY.
<br />SECTION LINE
<br />-- BUILDING
<br />e
<br />yp �l
<br />RAIL LINE
<br />II
<br />_ MESMS AID -B O U N D S_AR E_-A_C_C U
<br />FRAME
<br />GARAGE
<br />FR,
<br />G.
<br />STREET
<br />SUBDIVISION
<br />ST,
<br />SUBD.
<br />Q DARTER LINE
<br />- IRON PIN
<br />1:P' .
<br />OVERPASS
<br />,
<br />®
<br />NOTE= '
<br />GOVERNMENT
<br />GOVT.
<br />V
<br />SURVEY
<br />(S)
<br />TAN.
<br />SIXTEENTH LINE
<br />POWER POLE
<br />t
<br />ALL OTHER
<br />'�=2/F/90
<br />BEARINGS SHOWN ON THIS -PLAT ARE THE TRUE ,
<br />BEARINGS OF EACH TANGENT TO THE NEAREST MINUTE.
<br />GREEN HOUSE
<br />G,
<br />TANGENT
<br />WINDMILL
<br />WM.
<br />NO ACCESS
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />BRIDGES
<br />MACHINERY SHED
<br />M.S.
<br />WOOD
<br />,�.
<br />LIMITED HIGHWAY EASEMENT
<br />H I GHWAY
<br />HWY.
<br />TANGENT LENGTH OF CURVE
<br />T NEIN CENTERLINE TELEPHONE POLE
<br />HOTEL
<br />H0,
<br />TAPER
<br />_TAP. STREAM OR m � LEGEND
<br />NEVA RM LINE RAIL LINE ��`
<br />HOUSE
<br />H.
<br />TAVERN
<br />TAV, RIVER
<br />HOUSE TRAILER
<br />H. T.
<br />TEMPORARY
<br />EMP. OLD RM LINE - - - - - - - - TRANSMISS ION TOWER
<br />%//,(NAME)/////////,
<br />UNDERGROUND
<br />CABLE MARKER
<br />� ---m--�-
<br />LAKEame) DENOTES
<br />INCHES
<br />I N.
<br />TRANSIT LINE
<br />PROPERTY LINE
<br />P.L. _
<br />- -
<br />AND LINE
<br />(n
<br />N o ACCESS c E s s ;,
<br />��;��•{� � A. •,{,,�,� �
<br />INCORPORATED D
<br />' NCO TE
<br />INCLUSIVE
<br />INC.
<br />INCL
<br />TRANSMISSION TOWER
<br />UNITED STATES COAST & GEODETIC SURVEY
<br />T. T.
<br />U.S. C. & G. S.
<br />CORPORATE'LIMITS
<br />%//,(NAME)/////////,
<br />UNDERGROUND
<br />CABLE MARKER
<br />� ---m--�-
<br />CATTLE PASS
<br />RE -VISION
<br />"�I . M.� STATE OF WISCONSIN
<br />INTERSECTION ANGLE
<br />I;
<br />UNITED STATES GEOLOGICAL SURVEY
<br />U.S.G.S,
<br />SLOPE INTERCEPTS
<br />slope intercept--,,
<br />P Pt
<br />- - - - - - - - - -� -
<br />� RELOCATED
<br />DATE
<br />DEPARTMENT OF TRANSPORTATION
<br />INTERSTATE H I GHWAY
<br />1. H.
<br />U N I TED STATE H I GHWAY
<br />U. S. Highway hwa
<br />9 Y
<br />WELL
<br />®
<br />STREAM OR RIVER
<br />1/ 29/ 63
<br />,
<br />DIVISION F HIGHWAYS
<br />IRON PIN
<br />I P
<br />VENDEE
<br />VDE.
<br />LOT TIE AND OTHER MINOR
<br />--_------------
<br />STONE MONUMENT
<br />®
<br />TRAVELED WAY
<br />1/31/67
<br />4/24/67
<br />N. C.
<br />PLAT OF RIGHT OF WAY REQUIRED
<br />ISLAND
<br />IS.p
<br />VENDOR
<br />VDR.
<br />DASHED LINES
<br />LEFT
<br />LT.
<br />VITRIFIED
<br />VIT.
<br />WH,
<br />UNDERGROUND FACILITY
<br />(Name or Type)
<br />SEPTIC TANK
<br />(D
<br />(Shown only In area of
<br />Frontage Roads Interchanges
<br />2/15/68
<br />5/15/68
<br />PROJECT T 017 -2 (31 1
<br />LENGTH OF CURVE
<br />LES S EE
<br />L
<br />LS E.
<br />WAREHOUSE
<br />WATER TOWER
<br />W. T.
<br />(POWER, TELEPHONE,
<br />WINDMILL
<br />,
<br />or Dual Lanes)
<br />s; 2s/s8
<br />2/ Is/7o
<br />MADISON - BEAVER DAM ROAD
<br />LS R.
<br />WELL
<br />W.
<br />TELEGRAPH,, ETC.)
<br />�
<br />. 7/e/ 71
<br />N.C.
<br />(I. H. 90 - NORTH COUNTY LINE)
<br />LESSOR
<br />'�=2/F/90
<br />N. C.
<br />U. S. H. 151 DANE COUNTY
<br />LIMITED HIGHWAY EASEMENT
<br />L H. E.
<br />WINDMILL
<br />WM.
<br />NO ACCESS
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />MACHINERY SHED
<br />M.S.
<br />WOOD
<br />Wp,
<br />LIMITED HIGHWAY EASEMENT
<br />2�17�90
<br />12/27/93
<br />I'
<br />N.C.
<br />* ' 1"I Y 27 1961
<br />on•.eo 000000.00=0
<br />o •• • • • •a00-0.OG
<br />s e•o 0 o 9A oo �••
<br />LENGTH 12.185 MILES j DATED
<br />MAGNETIC MAG. - -
<br />
|