Laserfiche WebLink
�— 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 />