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_ _ <br /> N <br /> i ! <br /> \ \ j% <br /> \ \ ;' \ zr , <br /> • i <br /> 7 • <br /> \ \ z <br /> GE \ 12 \ <br /> \ / <br /> W0F \ \ < sy�� \ ' s / <br /> LEGEND <br /> 1\ \ `lei. • ) 491 � x1 , ' 6 • Iron stake founda <br /> o Iron stake placed <br /> \ �v / 153.03o r���` t.1` , 249.62' Measured data <br /> �0 \ / \4 85 i )s: \h (2� ., Pole Recorded as data <br /> \ _J Hydrant <br /> 00 l � • 3 =" a �. � y <br /> 5• <br /> `'15.96• isj - - o. F , \60 S� 0 Valve <br /> ��� ��" 154.83 (..`J- G Xt Street light <br /> x - x158.71 ro�1• / x173.30 Spot elevation <br /> \ €,V) '53%a(G 4155.07 /" -- N <br /> 8� / '21 `1 Desciduous tree w/size <br /> �' - / 'j 'Z� \ 157.46 x '\CO <br /> �--- N 8� G/ x 1 5 4.9 4 9w o <br /> IA; <br /> - 2%,,, ' <br /> YJ <br /> \ <br /> \ ro / O� <br /> TC 154.03 �'`� ►�� O <br /> 154 <br /> -\ I ' \.--.\. <br /> - \ 2 Evergreen Tree w/size <br /> is .a9 - - �� J <br /> Xr66.44- p� �ci 0 / Fence line <br /> ad 11 'I x155.17 .155.60 �� •�\G / �L <br /> sewer <br /> x157.�5� -0, r-1- �r W Water Santa line . t <br /> 6 - RS� <br /> d ; AElectric 0 48 20 40' <br /> _----' - S.89 � S, t TREES � <br /> s Gas line SCALE t <br /> 1 1 °4 156 - - 0 Underground � <br /> o`;• AND BRUSH Art' <br /> 'P 9 <br /> • <br /> x156.97 - - - \�i.'/ <br /> 1 = 1�` / Eo Overhead <br /> x rh adBuilldin�c All bearings are referenced to <br /> x165.o7,- ' - '� / IBituminous pavement the northof <br /> ,1' ss.s1 158 x157.22 ; \\ \ ��� Existing gline lot 119, <br /> _ _ <br /> �, 11 I � ;� X1F194 173 s9 6 / �'�, t•. . i Existing Concrete Foxboro Addition to Walnut Grove. <br /> 1 TC 156 12 x173.39 173.91�173 91 • <br /> xj '�/, 7 <br /> r �� <br /> `-� (,� _ <br /> 73 / .1 61.36. -' .1 63.20 / ' <br /> �\ in <br /> �, � - - 174.98176.57 \\ �\ �� <br /> - y 172.61 <br /> 0 > k <br /> i x170.59 1 5'79 <br /> �'� w x162.57 - % 17 .6 j 57 <br /> xy <br /> __, ' �' I , " - Y ` 17a.s3k D� Fc ��} / 1 \ / • <br /> .b0 <br /> 1 ' I J 176.88 � �x� J7:.82 / I <br /> �� - <br /> .• - x171.18 / 175.80 �� ; <br /> 57.6"J17�.09 <br /> - - x174.09 % 17" � <br /> 1'' �^" ' ,,.:•, <br /> •'• (.166.42 166.83 x167.57'X168.20 Cedar l� ��F9. `� J <br /> �TO 15� 13� . ��,� i 1 x �� / • 79 4 N <br /> 9�10•�9� ^ <br /> c I <br /> �� E �, ��:.�� 4�179.00 32" 7 ��� �. ; �8�9 1 ., JT� �/� <br /> I __.\ lI, I� o �; I _ x� -N ���',' <br /> �p I ,,�a�' FJ 4•� y78.fi1 �� i <br /> 1� `', ca to <br /> coCO o It- <br /> n co x17s.72 '78.85je '� NOTES <br /> ' o \_,„ ---. \. <br /> LOT 120 •- *� 9 4 % <br /> cg <br /> O 1 All elevations are City of Madison Datum. <br /> x166.70 x169. 8 / a180.72 9 179.31 - 1� 98 :' .-/ <br /> I 2 Contour interval is two feet. <br /> W�':�1 /� We,l 1E0.13 6' WOOD <br /> \� 3 Bench Mark is the top of hydrant at the <br /> I o ;••• FOXBORO ADDff10N, TO WALNUT GROVE xa73.sa '" <br /> ��� 4. • 1 <br /> I � � I � \ �p .northeast corner of the intersection of <br /> J' 57.�9 .FENCE <br /> P 1� 'II �' x166.22 x1 67.�56 2" 1 05 1 a2}29 % 1 2' 1" 9.25 �O �; �\ �� .? O Old Sauk Road and Westfield Road. <br /> w ,•'. �` c xi8 .48 1��.24 '00• . 6 Ix < ►` F <br /> cli • <br /> I Z1 178.E }&1_6 �( ►� <br /> I . % :.88 JJ �- = 158.35 <br /> I , 2" 1 '7 1 17RJ3 ° 0 \ • J78.89 �g6 k� ' I Elevation sewer and storm sewer information <br /> TC 5 .1 G;� a1• �L' 1 9.62 • ��9_l4__-- �� EU --� x 1 73.7 8 ti / '� <br /> 1 � x1 s5.2a 2O is from the City of Madison Engineering Dept. <br /> Si173.ss�_ 77-'662*.C.'.?1°75-.-2;4.14:7.8....5,.,,A.-14 •••` �� r`I9 47 �_____ - _ Z-___ _ ,� 172.89 5 Water information is from the Madison Water <br /> I\,, , x170.67 1'72.91 173-78-- Z• �... • .� x181.41 '\. <br /> � • � x <br /> S83'S5'38"E \. 0� Utility. <br /> W <br /> ,0 1�o.s 179.38 29:oo x 78.s0 Y 6 Gas and electric information is from Madison <br /> �82.10 10 <br /> { 10v,BUSHES �O <br /> x \ Gas and Electric Co. <br /> 11 00 • • (S83'58 2p E 17s.s3 g <br /> � I •.� /� Y Cedar1 8.71 6 s1 7 8 L r'� ' <br /> 1 66.57 ` . cDv, 11701.63 � • 1 7 .41 �. � !� ._� / <br /> r x163.69 x /069.87 170.50076,48 • • <br /> G ta2.18 • TC �78.$9 • x �-- l - �l/ ( �/ <br /> � b' R1 69.97 �� -- • • 6.7 • x 77:7 2" ����` ,72�0 1, �� �/ p J <br /> • 10.84 �` • E �g ;) • ��� • x177..13 • \ / 173. 8x <br /> I OAS EDAR .\ I' �O� // fJ e�Z -' <br /> • 1 �1 .7e2,p 9 1 76.72 3 1 72.92 yy G v <br /> 157.431 x162.26 , '' 2 S9 ,Gn �� ��TC 15�.76 • �� 17d.09 71.2* ,r �. o • • • �, "c <br /> • .1. 7 ' -TC 179.09 • • i Q- <br /> 169,17 #11, I 71.27 ^� 1V.00179.'3 , � i 172.53. x "� � <br /> 70.54 10" <4J4' •` y <br /> • I i�' 168J9>(- I x170.`/0 > 9 • x175.87 _ / /�J / /� <br /> 2" 2" .169,5%1 0.26 x1\40Y <br /> 42 178 3 �. <br /> ,\ x1 60.93 _ , 70.52 ' x1''75. 8 N !128',8 '76.36 • • • l x ° sill •r4J <br /> \ II\ • ,-1 \ \ <br /> I SWINGS' a' 'x: 2 <br /> ,.., `` 169.74 , 170.23i 8 _ 172.6� i �( EreQ�), <br /> 71.19 x x • . <br /> �� ��' , , DESCRIPTION: <br /> F.; x1 6�.24 68.J 1 YC 1 .9:31� tS • <br /> I 1 61.02 5 �_ ��171.05 C . 58 0 . t,5.75 �,1 74.84 I •S` < .$g <br /> x 3 �( Part of Lot 120, Foxboro Addition to Walnut Grove and Lot 112, <br /> • 3 \ 3" �68.98 170.89 • • i �, <br /> �1.7.1 * e-. �0.3� J 1 7�. E B. �C 78.36 �G ��1 75.�G 6 • x 74,60 x 170.94 i� 1 <br /> 1 6" �,170.73 x17 '46 0 6 Momingdale Addition to Wexford Village, in the City of Madison, Dane <br /> a sa.do TC 1%0.48 /° County, Wisconsin, to--wit: <br /> '".\ M y * - 33" Oak s / ° ��c / i .�j <br /> I J �� O1 r �' Beginning at the southwest corner of said Lot 120, Foxboro Addition <br /> i. a1 A ' 3" x 1 5 1 7 1 7 4.. 0 • �tv,� �7`/4.7 4 �i /� i g g " , w <br /> 'I t° 7 73 7 17s.14 _ - a�• i '� / to Walnut Grove; thence N01'35'04 W, 170.03 feet; thence S88'23 20"W, <br /> I , r, 56.94 M 3 i` 176- 1 3 42 _ - .DP` ;� �>�` ;//" 179.90 feet to the easterly line of Westfield Road; thence N01'41'10 W, <br /> TC 15 .39� `- • x f � <br /> �1,67.85 ]�3.5� _ <br /> t0 N \ 73.76 .0 1 9 0� <br /> z� �\ x173.44 x173.30 i 93.48 feet to a point of curve; thence northwesterly along a curve to the <br /> I 7" x1E1.,4 �7 4 <br /> 3x168:81 1/2. ��7/ ' <br /> ' � b �s .E3 �. � � - � ,,o Culvert-- --174 � �- / left which has a radius of 1374.60 feet and a chord which bears <br /> � 157.9� 1 , 1.56 % <br /> .: \ <br /> / <br /> 7" • O / 314.85 feet• thence <br /> ,nv 171.99 x � ..•�;�6ry• , / / N08 01 54 W, 307.43 feet; thence N71 28 21 E, , <br /> I r 1 - S34 54 37"E, 249.62 feet; thence S49'40'29"E, 180.00 feet; thence <br /> ' • .- \ (180') " 2 k '��� / S83'S5'38"E, 110.96 feet; thence S45'04'32"E, 125.58 feet to the <br /> • 1 T.55 <br /> I x15a.79 179_90' x x172.sa '✓ d northerly line of Old Sauk Road; thence S44 59 44 W, 118.62 feet to <br /> • z S�$ 23 20 W - Ix1 s4.62 �� a point of curve; <br /> '23' • <br /> thence southwesterly along a curve to the right which <br /> .� - __ - 1�168 i 70.53 � x172.18_ / <br /> TC 15 .99 x - - 51 - _ , 297.10 <br /> 5 1 �- _ o / � has a radius of 599.24 feet and a chord which bears S59'20'S4"W <br /> l •._� I M x1 66.23 <br /> \ • ct% feet; thence S88'23 20 W, 208.26 feet to the point of beginning. <br /> -,11 O , o168.47 I' split rail e8.60 /yak <br /> . 295,354 sq.ft. - 6.78 acres. <br /> O �, we�t�c fence • > ,� �� y,r� This parcel contains <br /> x1 68.59 �I - 45 / <br /> 'I'„ <br /> 168 • <br /> x t 2 20 16,E �I �tJ. , / �d. <br /> I 1 159.98 x163.67 }'_ x169.16 ��',� 1�i; �. 5 �, <br /> O )259.80 • /\ j v <br /> 6" 3 <br /> Sanitary 0167.09 <br /> C/eanout / r- <br /> ��i I �� x166.00 '- , / <br /> V � �� 1 66.421116.67 �C� ��j� .� J <br /> I <br /> IV <br /> 119 * w split rail 5 x j / 1 <br /> g 159. 5 fence ,6 I <br /> • <br /> I wl 3 " x160. F0 x161.94 t F .97 65.83 o QQ� <br /> FOXBORO ADDITION TO WALNUT GROVE is rii8tr) <br /> � s QQ <br /> M �� x163.17 sign \ • 134}� +166�3 V 1 76, 165 30 • � ,:� � v�� 2 y,: c \S" I property <br /> eeby desccertinbedaabove according to the • .- <br /> •� . <br /> 1 • <br /> O 1 63.46x 1 E3.84 r ..'l <br /> \ p <br /> � % /' <br /> descri description furnished and located the <br /> 2 Sanitary MH split rai' 4' <br /> Y improvements as shown and that this map <br /> 158.94 Rim 161 .18 fence 163.37 yrV� Z <br /> x ��� z ' �. �' is a correct representation thereof. ",. <br /> • <br /> 158.89 \ nv 151 .46 1 62.98 <br /> I <br /> ., Madison, Wisconsin . a�- .�, .�, ¢�� <br /> 6, • y i l��` 0 % Francis R. Thousand , <br /> ok- V L _ _ <br /> S88'23'' 0"W 159.99 208.2 • \••' y = %- _ ___ Land Surveyor s 363 <br /> _c � ;.,� 1 Lc ,� \� Recertified this day of =?r'� 19 �`; � <br /> -;;:----; <br /> _ L f <br /> o- -� 5l 1 y-1.92 1 �3 \4 -`• �-.;�-y-s s _ = N. % 'I <br /> (Dq -� �g �• � \ C v 1, <br /> \ ^"','ems, T=� .-` >-- \__-_ I / / <br /> T <br /> O <br /> ,_���- t__ C _ - w 16" <br /> � j C, <br /> CATC BASIN BENCH MARK - . r --- - - -- - -_- <br /> SB -- <br /> -__- - <br /> RIM 155.77 TOP OF HYDRANT - 1- - <br /> I NV 1 1 .41 I I ELEVATION = 158.35 ----- - w- - `° -w----- �� - <br /> I - -��- �% /'� <br /> q - 11 <br /> .....„ <br /> ___--_ __- <br /> �� ARNOLD AND O'SHERIDAN, INC. <br /> ' CONSULTING ENGINEERS <br /> �, , s �.k „. � � 1315 FORWARD DRNE MADISON. WISCONSIN 604-271-9651 SHEET <br /> The locations of existing utilities installations as 0°!7' <br /> • ° PART OF LOT 120 FOXBORO ADDITION TO WALNUT GROVE, <br /> shown on this drawing were obtained from the reeorda MORNINGDALE ADDITION TO WEXFORD VILLAGE, <br /> Ell <br /> of municipality and local utility records. The accuracy % AND LOT 112, <br /> of these records cannot be guaranteed or certified to. IN THE CITY OF MADISON, <br /> There may be other underground utility installations " - DANE COUNTY, WISCONSIN <br /> within the aroiect area that are not shown. •'��,///���/� DR FRT Cco, DLP DATE 12/12/91 Xe NO. 91495--C of 1 <br />