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REVISION DATE ROUTE COUNTY DATE R/W PROJECT NUMBER SHEEI
<br />95 1001-02-Z1Numea
<br />3-25-96 N.C. I.H. 90 DANE 4-27-95
<br />•;�9 Q' �/ +c ° FEDERAL PROJECT NUMBER
<br />\ v LOT 6 / 2 .,� < 9-24-96 N.C. SCALE. FT. GRID FACTOR 4.
<br />15
<br />+y 0 100 200
<br />TOWN 90 OF BLOOMING GROVE N 0.99991
<br />+° ^ n NOTE: EXISTING HIGHWAY R/W ESTABLISHED FROM
<br />2� NON-MONUMENTED CORNER � �
<br />EVAN ACRES, INC. \ Q/ \0 4 PREVIOUS PROJECT I-90-3 (29 )140 REFERENCE LINE.
<br />3► LOT i a �0• ,< r � ,ti0 �
<br />= 70, HouogY R \
<br />LOT 13 LOT 7 LOT 11 'O
<br />c APARTMENTS
<br />LOT 2 PARTNERSHIP `V
<br />C.S.M. 729 0 LINCOLN R. ,0 4 WISCONSIN WINNEBAGO TRIBE
<br />VOL. 3/Pc- zn < < F \ SHEET SCHEMATIC
<br />& � WISCONSIN WINNEBAGO TRIBE
<br />MA8OPrRUO RGERY A 0�4 t�0
<br />S LOT 10
<br />o P % / CITY OF MADISON
<br /><
<br />P.L. Y / v-
<br />0 �O O
<br />WISCONSIN PCWER &"LIGHT COMPANY
<br />P.L.� OF �� �, ply. � ,? m r
<br />�DIUP S SUSMITA SHAH EVA —� �Z- P•L/' py'l
<br />LOT t N ACRES ROAD P.L. ! / JL4 �D •� -o m
<br />..f'.S.M. 729 / •�9 v! < >- s
<br />S J / T P.L. P•L• \ Wy L
<br />:voL 3iPc. 271
<br />CITY EVAN ACRES, INC. �: o> > �•
<br />< !, 2 OF I MADISON �ss`Do•
<br />fLOYp J. VOIGHT I KOCH PIPELINES, INC. O •4 -
<br />OIL PIPELINE IN 12" CASING \
<br />1.236.94' / LOT t2 1 S•4 ///' .0 0•�.
<br />(HIGH PRESSURE) LOT 2 :. 6`
<br />p f' L.C. = 4075.80' 1 C.S `A* 640' ..- 0. 6 .109
<br />0 / JOHN 0. HAMMONS 1 1
<br />P L.C.B. = N39' -36'-35'E VOL. 3/PG,-,.;56 :A :.� -,,. - •,g*'
<br />r of
<br />R. = 685.44" / � �0 L. 5.U' T I I LOT U \ 4- '
<br />LO
<br />BRASS -CAPPED CONCRETE MONUMENT `• q o t;C-.. S.11' a C.S.M. 640o��TP
<br />Y 382.874.03 ,x. 7 0 -.. L ...... .. .....r I VOL. 3/P0. t56 WISCONSIN WINNEBAGO. TRIBE
<br />x 2.193.374.00 - \:,.,. i �5q"e18 L.C.B. 512 t$,5';,
<br />R. 685.44 Li t 1.382.89' A0� -
<br />:::, ... .-
<br />9.
<br />:
<br />L.C.1.36. ; - ISO
<br />y_...
<br />1 0 •M,8 v, 380.4 ...0 :334•-4a''a5"E ::•+{9' 160'00•
<br />^ _ BO IS S ..
<br />y i R j0 0p °r49„E =2e535., I PL_
<br />vi 1
<br />r �� pgn PL P= ' •..� .o..E
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<br />.. g .., -.._ .. -'�s ! � _ ... _ ,�P.L. � � w _ -' ..00+MB' A• .10 ..,/ �..Sq
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<br />A
<br />.... ..... .. .._ ..17000"WB•.
<br />2 � l0 B"w 00 �.
<br />2� H lq�r 52621 185' 90 _.0F MADISON METRQPOLITAN SEWERAGE DISTRICT
<br />SLOPE INTERCEPTS ?, _ SANITARY SEWER MAIN; IN 36• CASING
<br />r
<br />o �
<br />Y R a
<br />m '
<br />p \ \ ... - oN 4�N ^ • 1i 1 �� • �' Ssti 609 .
<br />N
<br />s S.
<br />1Z0
<br />5� .0,
<br />� 4
<br />�v S n�=3s43Es'
<br />a.
<br />r - 160.00'Eg• .165.00 _ ,11 OA,,E 'LBO
<br />\ •� _ / / �0
<br />-... ... T SAB' 0 A0' a0 53''38„E
<br />9Q.. "EB _. _
<br />ry RI:. 15849.18"Wg i 5)•a.>>"
<br />0 J'` • Al MAURIE W. A (ANNE M. PETERSON
<br />. �� > Ag2t' , .:110 °O �• � -,.. fy r Mme` a .., 113.06'1
<br />st. 2>✓ 1l
<br />> <,
<br />J ,�` R
<br />”' Ig ,�j ,1.g •'1.9 `90r �J -` BRASS DISK SET IN CONCRETE BLOCK
<br />- J 110 / / l4 N YR 380.236.87 /
<br />Y• X 2.193.370.19
<br />IOSi00•� ..4$ o�B _ oa`o / L. _ 1.030.60' 0
<br />/L LC WN
<br />,. .. ..,- o %/ 4029.25
<br />E 1161 g5, P.L. A. T OF BLOOMING
<br />- - PZ , rJY� -`-L.C.B. = S44' -08'-40"E \ MING GROVE
<br />-- =S 39 �•.` — _ P.L. .> ✓..- ^,_ -` R. ° 5,799.58' P.I. = 161+95.81"EB' p P.I. = 168+49.18"WB" PJ. = ll0+28.19"J" P.I. = 19+84.11"H"
<br />04 00 —�z'-os 39£ os•tT 7e a. _ - - LT. _ - - RT.
<br />=`r13 o,u o< N z L. 341.23' 80,645.54 Y 380,284.99 d. 10° 10' S4" d. 104° 53' 30"
<br />m• X 2,193.029.23 X 2,193,534.70
<br />x 2.190,699.10 N r L.C. 341.18' d. = 50°-31'-59" LT. d. = 50°-24'-19” LT. DT. = 510.03 00" DT. = 983.31' 44"
<br />_ �,
<br />s p6.33
<br />A y p L•� - 6, MADISON KIPP CORPORATION I",D _ o _ °_
<br />S Js5,33�'' -; L. = 689.37' ^ L.C.B. = S47• -32'-59"E D. = 2 -30'-00" D. = 2 00'-00" L. = L018.16' L. = 1,384.01'
<br />T68.6T ab / uAWTED HIGAt1AV EASEUENT L.C. = 688.97' ti N, R. = 5,799,58' T. = 08L70' y� T. = 1.348.23' R. - 5 729.58' R. = 756.00'
<br />FOR DRAINAGE PURPOSES ^ ? F L. = 2,02L32' L. = 2,520.27' P.C. = 1b5+17.76"J" P.C. = 10+00.80"H"
<br />, o .-.r L.C.B. = 542•-zr-32"E r ti o s R. = 2,29L83' 4 R. = 2,864.79' P.T. = 115+35.92"J" P.T. = 23+84.81"H"
<br />R. : 5.799.58' RICHARD E. IVERSON
<br />FILE NAME DI 10010203:10012415 ORIGINATOR DOTPG8/DOTDJO PLOT NAME PLOT SCALE
<br />
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