�— REN90M DATE R/W PRCUECT NUMBER
<br />ROUTE COUNTY DATE SHEET
<br />N : EXISTING HIGHWAY RAW ESTABLISHED - _ 970f 1011-01-24 NUMBER
<br />PREMUS PROJECT 1-90-2(12)122 REFERENCE L 6' UIIUTY EASEMENT 00 5-27-97 IH 90-94 DANE 1-4-95 ,EDEA PROUECt „LmaER
<br />NOTE: ACCESS CONTROLLED UNDER PREVIOUS (REGIONAL EAST SUBO) ' ' - - _ 4.6
<br />SCALE, FT, (',RIO FACTOR
<br />PROJECT )90-2(12))122 \ ti 21 �� !;N S��p 0.99991
<br />NOTE: NO A SS ALONG NORTHSIOE OF HIGH CROSSING 7
<br />BOULEVARD F 11 20.17 SOUTHWEST OF LOT 18 TO CORNER 2S
<br />OF EAST SPRIN DRIVE AND HIGH CROSSING BOULEVARD
<br />AS NOTED IN RECIpNAL EAST PLAT. BRASS CAP
<br />\ 2" IRON P IN CONCRE TE
<br />\ Y 414,6N. 414.71158 GUY HIRE it
<br />P. I, = 19+60.39 H \ / O
<br />x a,1ea og 00 6 x z,181,991.MH ` MATCkNJNE 413+b0
<br />�� .. ... HIGH CROSSING L'MIIEO PARTNERSHIP
<br />Y 413,970.05
<br />X 2,188,076.45 31 IIAIISCN GAS AND ELECTRIC COUPANY SnN \ GUY WIRES/
<br />NW—NE
<br />EASEMENT RELEASE, PARCEL 3 y
<br />A. = 16'54'04• \ EASEMENT RELEASE AND BURIED CABLE. PARCEL 4 \ ,
<br />D. = 4'30'00*
<br />\ /IIH
<br />SAN
<br />T. = 375,5'8'
<br />L \ / GUY MRES SLOPE INTERCEPTS 614+05 'CD W$"=
<br />= 375.5 c ..., / z
<br />R. = 1,273.24' \q 6 \ / Z i �'t` 864+05 'V'
<br />P.I. = 11+97.43 •H• e w r MH ,'P\9AdD W ?�a L. = 219.80'
<br />Y 413,480.85 1 P.( �° ,'' ' \� L. C. = 219.80'
<br />X 2,187,471.61 �o �1,/ �p ----- - �x RL. CB =11504.1604-30' E
<br />A. 41'46'10• \ a� o`� yp�
<br />D. = 13'00'00* 4 L =14.64' �< f L. = 25058'
<br />L.C.
<br />T. = 168 11 b LC a. =N 02'-24'-55' ° \ 44 0 _ / 6' UTIL E SEMFJiT L.C. =250.58'
<br />WISCONSIN BUIL RS ASSOCIATION C \ w ' MH M '/ 6 0�+ L.C.B. = S -58' '-01' E
<br />L, = 321.31' R. =25'
<br />R. = 440.74' NL = 15.18 R. =
<br />11704.16'
<br />O 415+30'w8'
<br />LC = 14.95'
<br />rca. =N 36'-35'-01•NE—NW 58
<br />AG50
<br />`0 AMERITECH, INC. L.' = 84 99
<br />EASEMENT RELEaSE
<br />BURIED CABLE AND L C = 84 99 ,l
<br />CITY PEDESTAL, PARCEL 4 RC & -N1757 g4 .22' E
<br />\ O T.LE. SL
<br />RAYMOND G AND LORAINE A. ZEIER ' SAN
<br />c /
<br />GROUP HEALTH COOPERATIVE ✓p. �% E
<br />�` /✓ T.L.E. SLOPES QHS' `'�f+ .'
<br />LV
<br />M
<br />SAN 1Y' YOF
<br />x
<br />r
<br />/! 'so, / 0.83 ACRE
<br />��K,9) NLo"
<br />� ''348.24'
<br />MADISON WATER UTILITY
<br />WATER MAIN
<br />,
<br />'
<br />5 00
<br />N 18'-1.' F '[ ' W .. 16: ro
<br />iso 2 a ti
<br />cx
<br />00
<br />&• N BT' -28'-20' E CIO,
<br />ri. 23.79' V _ } O �..
<br />S 16' -Oa' -OS' E a $ -f. a�6+10 'WB
<br />O �n 19.75'
<br />` OUTLOT 1
<br />' tJ• r 1� / 4 \
<br />\ J
<br />RAYMOND G AND LORAINE A ZEIER
<br />n CP 418 x'10
<br />1,41
<br />EASEMEN UTILITY `
<br />(REGIONAL 405 > 00
<br />EAST SU 30.) 00
<br />PUBLIC SANITARY
<br />SEWER EASEMENT R
<br />i � s
<br />(REGIONAL EAST SUBO) 1A� r v
<br />LN \\�V LOT 4 CSM. 7472 B� O
<br />,� I:. � / X10 � �� � •
<br />A
<br />o
<br />/ /X'n
<br />1 PEDESTAL, PARCEL 4X
<br />2,188,704.11j�/ O. 1328'15'MADISON
<br />D RELOC
<br />ON ORD
<br />o
<br />3 9° F
<br />z
<br />D. = 1'14'00'
<br />T. = 548.65'
<br />1,092.24'
<br />as
<br />o. TA. 421+00
<br />f `Y 413,310.19
<br />_
<br />—
<br />0 — —
<br />}
<br />N 25'-03'-34'
<br />/
<br />R. = 4,645.66'
<br />848+8 5_ 1� r2JB878592
<br />IgjN 28'-12'-39' E 192.09'
<br />�135.73'
<br />o
<br />/
<br />P.I,
<br />414+26.57 *WB' P.I. = 414+20.60 'EB'
<br />P.I,
<br />= 811+12.42 'R'
<br />4 P,L. = 817+18.47 'R` �
<br />$
<br />o `
<br />SW—NE
<br />°� ;
<br />E D
<br />aMERITECH, INC.
<br />Y 414,200.13
<br />% Y 413,606.89
<br />O }
<br />o
<br />SHE
<br />aSEMENT RELEaSE aND306
<br />BURIED CABLE, PARCEL 8
<br />Y 413,962.44 Y 413,940.83
<br />X 2.188.606.84 x 1.188,550.56
<br />X 2,188,294.97
<br />X 2,168,542.0
<br />} $
<br />$
<br />ai a,
<br />-
<br />MH ,.
<br />•.6
<br />SE—NW
<br />�.
<br />D.
<br />= 11'20'49• A. = 11'20'49•
<br />- 1'15'00' D. = 0'30'00'
<br />A.
<br />D.
<br />= 54'09'47
<br />= 12'03'44'
<br />�. 2'50'01•
<br />D. = 0'21'16' a
<br />n
<br />°;
<br />�
<br />m k
<br />`� N a'
<br />„
<br />w'T,
<br />= 455.JT T. = 1,1J841'
<br />T.
<br />242.
<br />T. = 399.90'+.
<br />LA
<br />L.,
<br />- 907.75' L. - 2,269.38'
<br />L.
<br />= 4 .03'
<br />L. - 799.64'
<br />R.
<br />= 4,583.66 R. - 11,459,16'
<br />R.
<br />475.00'
<br />R. = 16,168.03'
<br />r.
<br />
|