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BENCHMARK FOUND 11/4" ROD
<br /> SANITARY SEWER MANHOLE RIM
<br /> OLD SAUK ROAD & DRIVEWAY I 8 o'
<br /> EXTENDED. ELEV. = 169.90
<br /> ‘,4 t
<br /> r F
<br /> 41,7,4_, „vg, ,,4,
<br /> c.
<br /> 9
<br /> 7 4-`t : '- ', * ;
<br /> EXISTING 6" SANITARY SEWER 1
<br /> 4 r = .3 -
<br /> k`' ,, LAMP POST LIGHT '�.1., „
<br /> ON 99 _
<br /> 410,
<br /> k )A Al 'fi
<br /> '1
<br /> � 4 ��aa4
<br /> DRIVEWAY `. A N
<br /> , . , „..., , ,,,,-
<br /> ^ ,- Z
<br /> F-
<br /> -........
<br /> k 4 , . \ / ,' /�o
<br /> 00°
<br /> 15' WIDE PRIVATE UTILITY 5` �' ' E' * DRIVEWAY \` dri --'' Q I\ EASEMENT AS P£R CERTIFIED ' f ' \ ,� :1411°
<br /> SURVEY MAP NO. 5542 tj LIGHTS t , -
<br /> (CROSS HATCHED AREA) 1 ¢ (TYP.) --_-- \% - — i n.
<br /> \ 15' I 1
<br /> J
<br /> EXISTING SANITARY MANHOLE 1
<br /> -///////,_
<br /> \ 1 x /
<br /> RIM =��170.24 ( x ,,, <x /----- ......... �� , •\\\ � ,/7?` '1 w - ;117)--'---- } s EXISTING SANITARY MANHOLE
<br /> IE ( 8 N & S) = 165.44 \ Q RIM = 171.63
<br /> BENCH = 166.24
<br /> �. \\ \ I z N ) = 163.44
<br /> \ ‘ -
<br /> N
<br /> 1it .
<br /> I ^ `\ -\ ,r ,. I E ( 8" S ) = 16 3.48
<br /> Z•
<br /> •
<br /> ). 0 , "I ,,,2i
<br /> ,-:w--
<br /> \ •
<br /> 7� 4 I 1 EXISTING TELEPHONE cK Q \ i Q
<br /> 69
<br /> \ i I PEDESTAL , Ai --
<br /> • \ i
<br /> n 'Ol 'e kit, ' ' 1
<br /> 5
<br /> In 4
<br /> Ce
<br /> 'Al
<br /> `'�?. �i `i 1 N 89'1 T52" W .
<br /> ^, 1 I i -
<br /> � � I 275 Ei
<br /> �-� � � z--- fi<�°: ' I INOT ABLE T , /,. 5 ,/ ,`�� rt=
<br /> 1 I 1 0 VERIFY SANITARY LATERAL TO 30' WIDE PERMITTED DRI VEWA Y ACCESS o ‘- I 3 [Li
<br /> 9 ,; I I THE SOUTH OF MANHOLE DUE TO THE LACK OF AS PER CSM NO. 5542 ••29 - [i
<br /> I�\ ' ' `' I I FIELD EVIDENCE .' ` /� �\ t�
<br /> J. 1 I /
<br /> Pr
<br /> EXISTING POWER r ' ' .t BEARINGS ARE REFERENCED
<br /> TRANSFORMER ' r 1 1 drier: I TO THE PLAT OF MORNINGSIDE
<br /> /,4//P
<br /> .'"'kJ '' 0
<br /> 0 (5 0 a.
<br /> 1 "t i:':'° 1 LOT 2 z Wo= ' 'A/� ^' 11
<br /> IPROCAL EASEMENT ANO OR/VFWAY \ CS'`�' t 'O. 5542 1 Q..Q'� /'EEMENT AS P£R VOL. 13004, PP. 31-40, = ^� - / 40 v,48428 (SHADED AREA) i ;.: . ` , - --- Q� s
<br /> ST AMENDMENT TO RECIPROCAL EASEMENT 1 1
<br /> 40 ND ORI V£WA Y AGREEMENT AS PER VOL. 16727, a t �if: s, `.` 1 --- \
<br /> PP 14-23, /2289555, THIS AMENDMENT SETS .s1IY �3 . Q . 1 8 0
<br /> FORTH NEW AGREEMENTS REGARDING THE ''' b 1 � '>� I 2 1 '�
<br /> MA/NTAINENCE OF THE COMMON DRIVEWAY. s W i s ` GRAPHIC SCALE FEET
<br /> LEGEND I p • - ' z w• �•tt,,r•� �Nom �
<br /> 5 _ ,�N r ��1 z Q 0 10 20 40
<br /> G GAS LINE (SIZE NOTED) •
<br /> A 1 AN EASEMENT HAS BEEN RETAINED OVER THE
<br /> T TELEPHONE LINE x C �x
<br /> t7t--• �; 1) ENT7RE VACATED POR170N OF OLD SAUK ROAD ` ` p ^� c/t \. \.
<br /> RIGHT-OF-WAY FOR ALL UNDERGROUND AND 0VERH D ,,
<br /> •
<br /> E ELECTRIC LINE 1 ._/ 1' PUBLIC AND PRIVATE TILI �A " v' �' o "io_cis,
<br /> OH OVERHEAD LINES U IIES AS PER RESOLU770N / , hSAN SANITARY SEWER SIZE NOTED ' � 1 N0. 44.58,2 AF 1NE CI Y OF MA /SON AS PER VOL oQ W 1( ) ,'./ 1 11455, PP. 2-4, , 2082514 1 / ' , 0 A z
<br /> ST STORM SEWER (SIZE NOTED) e ' // ALL TREES LOCATED ON PROPERTY ; a °o ,�W WATERMAIN (SIZE NOTED) k 1 ARE SMALLER THAN APPROX. 3 �' / 0 N \\�W SET 3/4 DIA. REBAR, 24 LONG, 1.51 LBS/FT ,y ., * �., r �` IN DIAMETER. , ;, / , / EC. MH. FtsIDFINFIV °�
<br /> I
<br /> • FOUND 3�4" DIA. REBAR "„ �0� ��1� � �A ��.;lr . �� ��p �: c � � � f" � ,' % I ,/ / �' Q Q,.--�"
<br /> o FOUND 1 IRON PIPE 1>"#1.1 1 / l �� , ; 1
<br /> �� D�
<br /> Eql(d"-
<br /> ��'x it t „ ; c',. -/ , EXIS• Arai
<br /> ,_ 2 9 1992SET RAILROAD SPIKE IN PAVEMENT .~ :.It- ,ttJ a ,\ : i` p 41 / ' , �,E
<br /> TREES (ALL TREES LOCATED ON PROPERTY ARE � � " od. ` 1 /• —� ED. , ,�9 ��-_
<br /> SMALLER THAN APPROX. 3" IN DIAMETER) � � / 1 ' ,' // / W DAPJE CODNTY
<br /> LAND REG•
<br /> t PINE TREES ' t ' � � M xk , , / ,� &
<br /> ! Y
<br /> p PEDESTAL (TYPE AS NOTED) -- k - kJpM., r± - ' _VA �I TEO OLD ,� N RECORDS
<br /> SOUTHEAST CORNER SECTION 14,
<br /> w w 1 w •
<br /> w ► EXISTING 16" WATERMAIN _SAQK ROAD ,AM $ASS T7N, R8E,, CITY OF MADISON CONCRETE
<br /> `Cr HYDRANT w - w - -' Pi 0
<br /> WATER VALVE M ® ' I w 4J w w \` w i M �q' f ('' /''VALVE I MONUMENT WITH BRONZE CAP
<br /> 1, ,;' " VACATED TED OLD ( /' �' J w w w
<br /> ti • SAUK ROAD ' t7z_ _ ` ' �`� iEXISITING' PO E' 0 , �
<br /> �� I. - �1TRAh1SF RMERS ■,� 18" S t� I
<br /> 1/1""" " XIMIININIMMINIIIIMM N8823'20` E _ ----
<br /> � N 88'23'�pa�E `\�ti \� t
<br /> . \, \\ \ \� 181 '1 3 ,
<br /> 235.10' Ewsnrlc TE�EaHonit v 17 -t7t _ 275.23' `•\ `\ \
<br /> \\ \\ \ \ / S 88 23' 20" W
<br /> PEDESTAL -, rasa -_ ° --- _ __ ` `, �.
<br /> 4" PLASTIC GAS MAIN \\ �, ) / ��;► 40.03' S ORM SEWER INFO. Y
<br /> LEGAL DESCRIPTION: / ' ' ' ! --
<br /> I - fez -- _- -' ' ' 1I 4 � 2 STRIM0.79 t � -- - .' _VACATEDOLD -' / i � it r IE ( ) = 174.32 cn CZ o 0
<br /> Lot Two (2), Certified Survey Map No. 5542, recorded in Volume 25, page 183, as Document No. 2081989, -- t7t --' , -----___ -'-- SAUK R A� /' ' ' / c IE ( ) = 174.62 cc. '
<br /> and park of vacated Old Sauk Road located in the Southeast 1/4 of the Southeast 1/4 of Section 14, Town --_� __ ill o / --_____- i _____�Q__ ,- , �, , II IE ( ) = 174.40re w c�7 North, Range $ East, in the Ci of Madison, Dane Count , Wisconsin, more articularl described as -0l1 oli - ---_ ----_ -- ' , ., ? ,h' Y P Y off �, - -__ - I 1 ,-
<br /> co 0
<br /> follows: °H °" --ems- .�� �1 __ 0►1 , , • ,�� ___ 3 I N Li
<br /> 1 TOO = 1 " o ``�-- __ t71 / ---___ ' , / 1 1 IE = 179.36 z ►- .-
<br /> Commencing at the Southeast corner of Section 14, Town 7 North, Range 8 East, thence South 88 degrees __ _ �' ,� ---____ �1-_-" /' / ' ` ' ,' " 1 1 INL2 TOC = 182.05 z w °' '''
<br /> 23' 20"West,40.03 feet to the point of beginning; thence South 88 degrees 23' 20" West, 275.23 feet; thence - ~ - \y I IE S = 177.89 .`` IN
<br /> - OH / / ,
<br /> __ __ tea / 17s N ' l ' I I. + ' IE 177.83 rn o
<br /> North 00 degrees 42' 08" East, 170.73 feet; thence South 89 degrees �' 52" East, 275.00 feet; thence South ---- �' _ -4 ,-'' ,/' off ; ' ; -
<br /> 00 degrees 42' 08" West, 159.62 feet to the point of beginning. - l- t78 _ - _ a ---- _ 1• l / // ' �' ' i^ I "- , \\ '` I I N L T 3 TOO = 180.86 y M `N
<br /> I II
<br /> (Lot Two(2),Certified Survey Map No. 5542,is a part of Lot 97,Morningdale Addition to Wexford Village). ,''- - 177 -___ -___ �, ,/ / , ' ' , I :
<br /> / - _ --- / / i , , IE ( ) = 175.15 c�
<br /> /.' --- t7�- - _ 1- ��- / / i ; �' ,e� IE (E) = 175.40 Q
<br /> i / --__ -�— -___/V l,' ' I Q1'l"
<br /> / ,•� l ' i \,' - INLET ;i TOC = 180.93
<br /> /,�-- /' /' 180 --_ -- -- ----- 17p - -/ / / ,'/ -'/ 1136 �� ` - 176.48 U Q �-
<br /> 11
<br /> / 1 ' Y
<br /> ' - .'� _ - ------ _ ---17D----- 1\�/' '' ' IE (E) = 176.42
<br /> •••� O r�' S •.{ SURVEYOR'S CERTIFICATE ___ 4IP .„, / / //' , -- " L :
<br /> i ! \
<br /> •
<br /> • ' ✓. �'Y\ . I,JeffreyR. Quamme, a Registered Land Surveyor in the State of Wisconsin, do herebycertifythat have 1--'
<br /> .'�s . Jemmy R. Y f_ 183 --- 181 �t83-•1 ! \� ' -' / .' �1 • (n
<br /> if
<br /> QUA1d ME surveyed and mapped the above lands in accordance with information fumished and in compliance with '-- 180 �- �' '-�✓ i' _ �s� q/ n Q
<br /> G• • the requirements of Chapter AE-7,Wisconsin Administrative Code,and that the above map is an accurately / `- - e._ `----- t88 ___1 U O m
<br /> i ; tt22 ; ; scaled and dimensioned representation of such survey showing the location of the boundaries. •
<br /> MADI80N _I •LLJ w4 • /C T Li
<br /> le
<br /> 1 � v _ n WJe e amme, RLS 1922
<br /> D R
<br /> ,N �} A IC
<br /> Dated this Ci day of ,�/,Kim/w , 1992. 3 J Q a
<br /> u.:IsIQQ ( �
<br /> C7 oc
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