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t •� 400.00' o°")l ;' �� ,� REVISION DATE 8-21-97 N.C. R/W PROJECT NUMBER SHEET
<br />S 51 • 3 0 - t "66„00 Ole LOREN D. & JANET L. KOWING ROUTE COUNTY DATE NUMBER
<br />Sg. ♦ GHM �. ~ f1 p G�, C.S.M. 5005 1201 - 04 - 21
<br />7-14-92
<br />EN SES ' �' ` 33' F CAUTIONS 11-12-92
<br />U.S.H. 18 DANE 3-2-92
<br />' ) sery 0� 1-26-93 N.C. FEDERAL PROJECT NUMBER
<br />412
<br />NE - SE s3s, s33x F Y, " 9" 10-27-93 SCALE, FT. GRID FACTOR ,
<br />20 S• O°y `� 2� p1.99 6 • 3-24-94
<br />3a 6s.99 0 100 200
<br />MT. VERNON TELEPHONE COMPANY S,3`a S6� TC {Q 400.00" / �o - '-56"yy€`". 96',(•1-• 7-28-94 N.C.
<br />61 PEDESTAL 2000 �O , F O '� „� , ih 728.60' 4v % ` \ A8' 10- I -95 N.C. - 0.99991
<br />O, 8 X56., O / 32+ 71.44"69" . i��p ,
<br />WISCONSIN POWE & LIGHT COMPANY �y O,' s�' ,` T.L.E.40.95 h NOTE:
<br />62 4 POWER POLES O 0 ,' . V /x Gi"� �h. r O
<br />...-- <` .�' EXISTING HIGHWAY R/W ALONG STH 69 ESTABLISHED FROM. CENTERLINE OF EXISTING PAVEMENT.
<br />COURSE TABLE o �' A
<br />MADISON GAS &ELECTRIC CO. , : : •" ,
<br />COURSE BEARING 3 �0„ `Oh �� �' Qv GAS TEST STATION `y. _ `
<br />DISTANCE ,g < >�''f' 3.2 '` 6
<br />x 0r �rhh ° a'' . WILLIAM M. & SHARON L. SULLIVAN r _:: ,o...
<br />A N35' -08'-56"E 55.69' ON TAN Y° `IAT. VERNON TELEPHONE 3 , 00'• Qµ. L ,� « •<~
<br />" ( )o- fOMPANY `; 69, O �� �'� A T.L.E•' SLOPES MT. VERNON TELEPHONE CO. �•X ,
<br />C N89'-44 -0$ W 158.66 (TO TAN) ••: POLES 00' 'Q / 0.02 AC. i /
<br />o TLE,.:'s�la Es 21 22
<br />E N89' -44'-09"W 61.10' ,,; S6x ,' � � POLES � /` ��\:� ,,. „�' `
<br />F S14• -27'-30"W 7.27' h': 00 , 'd f� a, �� TERRY A. & VICKIE L. HEILIGER s 3 0 161E
<br />'�S• 6' E O 'C4 ro 9 .0 28 MT. VERNON O �9 ` 40' EXISTING EASEMENT
<br />G S35' -08'-56"W 100.00' 9'' .'' �' /xR ?�
<br />` H S54• -51'-04"E 45.00' �': O 6y,.T.L.E. SLOPE 33+51.44"69" 61 TELEPHONE CO SS 'COQ �`99y'CITY OF
<br />�:: ,T.L.E. SLOPES y 0:11 AC. ;• 98 1p X693`••.' ,'f: • LOT 4 8 ALUM MON. CITY OF VERONA
<br />h J N35' -08'-56"E 100.00" $ : �3 T.L.E. 45.18 ; ,;;
<br />K S54' -51'-04"E 35.00' <.." 0.58 AC. 6 p c
<br />`' C.S.M. 4250Q•
<br />'`OQ,, : ` 27 / 3-1 Y 357 534.42
<br />,
<br />L S32' -07'-24"W 54.82'. �. 63 FF .22 N VY - SW
<br />r P .,q•• `"` CITY OF VERONA ; OL 18 P X 2,122,239
<br />� V .94
<br />M N89' -36'-14"W 23.51'` .` JEROME D. KAVON �ANITARY SEWER r�o°' 1 ,
<br />,> P.L. �L yij• O 26-1 LOT 1 ARCED 18 E . .........
<br />N S32 -07 -24 W 41.40 0, h E> ,�€ . K.=-' - - roo' 15" F� LIMITS//// OF N
<br />" h•, i • i GS.M.4250 S38• ,
<br />. ` rel, :.. ....
<br />,y v _ .._
<br />P S32' -24 W 343.74 �p < �f' ` / 263 24 -4g"w x , Q-' 41+ x ....... ... .., _..,,...w.,,�...... , ....
<br />5p tK �' `� P 4S' i' " PI STA 589+58.38"69-4"
<br />Q S54' -51'-04"E 20.03' '`. i � . •� `', � 0' •
<br />R S32• -07'-24"W 357.16' fi a> ,,� FF x..':.,; \. \ / 4` 13
<br />r N M.G.& E. GAS MATIN `� 6�8J K.& M. ENTERPRISES _ ' »
<br />S S30' -53'-09"W 141.39' x'' h�O �p 91• / '> �'�'' `' " --' DELTA- 20 00 00 Lt.
<br />Lor 2 PI STA 593+77.92"69-3"
<br />:F „ , `A�' T F 2 \ / ��D� ^pry �ry�h w�� F ;5\: ���L '' F S54' -51'-04"E 4a' SEWER & WATER C.S.M. 3443 :', D= 8.30'00»
<br />T S54'= 51' =04'E 20.03' " " T=1,18.856
<br />�b C, 6 '1
<br />U S33•-13 -21 W 141.08 to O , O \ S8 : 6� h O ,'' 0 p 35.00 23 , ; ,
<br />4 " A •:� o , . 0 3 . 8 "� r h s/ o EASEMENT ,' DELTA= 18'45'22"Rt.
<br />r V S32' 07 24 W 191,642 v, tD `' `� o �• .. 8 ` AUTION�.. F o o % , ` »
<br />W�,.,..,�,5•�`X7,36' 4W >.n:;20.01', _,.. f..f.. h w ^ F o �O 8`� �`� 3 F �1y r •., l ,t 4 (CITY OF VERONA) i L� 35 X94' D= 3 00 00
<br />X 532'-07 -24 W 189.98 Wim.., r0 1� �9 st•� 1gy Q` O �: <� p C,F. ' ; F25' R/W 2.5 ROD R/W
<br />00 MONROE." PROPERTIES INC. a '4'< " 0 T=315.42'
<br />,`' , �; : .: ;M.4 ( N LOT 2 �� �,� EE o <. 9°'�S?xo° TOWN OF VERONA A f :' R 7 :07 »
<br />Y S32' -07'-24"W 259.55' i 'n X r / '
<br />Z S54• -51'-04"E 12.18' "I + M \� a\ ��O 3''' :' OiQ 'TC ,691 CITY OF VERONA PC SQA 588+39.52 69-4 L=625.20
<br />B S35• -08'-56"W 148.56, u� oo 18 N LOT: 26 Q try �` O F`
<br />D S32` -07'-24"W 80.11 � T.L.E. SLOPES ^� � } � 'Q/ / 63 ANITgRY EWER ` j ,� PTS,.-SfiA 590+74.82"69-4" R=1,909.86' G N
<br />o• PARCEL 2 �'A ;` ��� PC STA 590+62.50 69-3
<br />ago O » Z -.,.c-1" `r// ,�< , rya F/ A3°S£�qY ; gl » _ »p S35' -08'-56"W 80.00' to q V� z 0.09 AC. M . _ _ _ _ �,_ - _ _ S�6 .. +°�„ :; ca 7 x q ao ` ;.x
<br />S54' -51'-04"E 7.95' Q- M -24 42'SS„ „g85 rQ� ./ / �a,. ' h S O C' 3 4' »
<br />_ s 4 E yo a� r c '� ° N PI STA 584+51 '7.1 69-1 -� PI STA 599+27.51"69-4"PT STA +
<br />s �' So
<br />AA N15'-08�-56»E 29.96 so- 4 ° .19'�5� E H G� • 00°0 24 69 4 + ' ��' < DELTA= 35 01,'0 �r' L DELTA= 4 4512 Lt. » »
<br />BB S74•-51 -04 E 200.00 118 PI 584+.51.71 69-1 N75 `' 'o
<br />N76' -42'-28"W 200.10' ..4e�` " " "hh 58g�'39.5 13$240) 00�� t`' D= 11'00'00'' 1.;, D=1'30'00» PI STA 581+51.87"69-2
<br />CC S15' -08'-56"W 23.4$' E h PC � ao w-: / >
<br />EDD E S41' -59'-30"W 100.72' "� o©o Lsr, X3 f' 45+00"69" �,� T=164.31 T_158.53 DELTA=
<br />6A00'0005 41 Rt.
<br />FF S35' u, of SLOPE INTERCEPTS 58.5.E �O , 115 cn `4'?{'v L=318.33';'' �`` L=316.87'
<br />-08'-56"W 636.93' O°» 0 ±;pc tl•
<br />GG N75• -19'-52"E 7.75' 1 to _p7,-56" _---------- - _ � b � /S.32•-o2-o7'E f'N� vwi R=520.8 `' <': R=3,819.72' T=118.05
<br />HH N75• -19'-52"E 80.65' N s �� N80313s4'"" - s 77.16' co ; z PC STA 5$287.40"69-1" PC STA 597+68.98"69-4» L=234.91
<br />11 S89' -44'-08"E 43.13' 'oi �g0+00" _ ;
<br />< 04
<br />�' `� '� ' © PT STA •586,�I-05.73"69-1" PT STA 600+85.85"69-4" R=954.93'» »
<br />JJ S35'-08'-51 "W 11.24' � _ - _ - � • �, a 'S� � o � R7 �
<br />KK S35'-08'-51 "W 256.33' z _ - // / O .�� �ry o d^• o , a k5' PC STA 580+33.82"69-2
<br />LL S25' -15;-53»E 100.49; o, : �.'4 r86 ? o ^ I ` WISCONSIN POMP & LIGHT COMPANY lIl PT STA 582+6873"69 -2 -
<br />MM S25'-15 -53"E 77.30 �'?' f 1 O rn . ^ ,�?. .4, POWER POLE
<br />LES
<br />NN S35' -08'-51"W 13.14'' 18 0>,SSA, <' -� yd ,d 0 coo -,; - ''�. j PI STA 586+49.70"69-3"
<br />PP S32' -07'-24"W 112.44' „ �� �� 40 $ o r ' :a ' r ,'' DELTA= 30'48'03" Lt. » »
<br />+ SCOP % Al DUWAYN,E J. & JUDITH A./ HOFFMAN VENDEE �' • » PI STA 575+54.08 69-1
<br />D= 11 00 00
<br />J s r q ES i ELMER ;RALMER, VENDOR K` { r DELTA= 19.03'16" Lt.
<br />ALEX BARTH, ET AL X % ' r' _ J�94�0°"89` „- - e` GR ' .`faf22 Q� 00 T=143.48 D= 2'15'00"
<br />CHANNEL CHANGE o. - . _ _ - C E. 4 - ' € G 00-
<br />--- 40 L=280.01
<br />S80'-4, -00,,E
<br />(ANDREW & ROSALIE SCHINDELf „�.•�;.' .�< 590+00» q'a ;0 76'S2.1p0' ,� R=520.87' 7_427.38
<br />€
<br />DAVID & SUSAN MINKOFF) / 69.. O B ��L=846.86
<br />ALEX BARTH, ET AL 5�+� ;` .!'00,:2$yE PC STA 585+06.22"69-3" R=2,546.48'
<br />(ANDREW & ROSALIE SCHINDEL, 'f. 'f %' 00 YS7 369.17• PT STA 587+86.23 69 3
<br />DAYIp &SUSAN MINKOFF) r ''S1 - - F' 6 `~28"E -, ' l�0069-1
<br />„
<br />S74. x'42' �`' PC STA 571+26.70 "69-1"
<br />....
<br />MT. VERNON --'' d. °4"E w,R" o - 9452' �,, ' PT STA 579+73.56 69-1
<br />�TELEPHONE CO. ' , `585'f`4 ery6 'r \`
<br />61 f 50 "1.80, ��� �� M �.v S76-_,12, PT 600+85.85"69-4" SW - SW
<br />57,3 `56'_ _ �U� S8 POLE r I ' , �` 00.00 69„ N - ` Sss+oof.6` _ - - " " a-_28" 85.67'
<br />45 £ g8o*oo 1 X 1.8, Y�y 590+� Y om¢ Z E �� 602+00"69-4„
<br />-._ s9." 69 " : 1' / r:... 854.70' - __--- - --- -------------AN - - ri-- - 140' 603+00"69-4"
<br />2 •. S54'-51 -04 E -- --- --- - ----- -------- --- » - - ---- L CH GE - - x - -. _ _ _ 3p9.5 S ,
<br />EXISTING R CURVE 1 � � 12.00' � " �.' � � s89' -o6 -42 w i ` _ _ t � - > 7x1142 _�8 . 16
<br />EXISTING R CURVE 2 �, _ ,2 E 56 -24"E
<br />0
<br />/1N
<br />L.C. 66.34' L.C. 4285' Y SLOPE INTER EPTS r< „E r - Sg N8701.98 S80 „
<br />L.C.B. S33'-14'-52"WLC.B. = S30' -0T -09"W �'�.,, o �' �~ r - - - - - - '-z E
<br />r �y I 595+�`�' PI 5g 940 ---- -- --- 3 i 196.39'
<br />R. = 999.93' R. = 999.93 9•f-2 +O°�
<br />L. = 66.36' L = 42.85'Jr1
<br />SW - SE S73• -50'-37"E S7 '68 w PI 593+717.92"69 3"
<br />860.82'
<br />"VALLEY"
<br />,t1j i3�3
<br />sop
<br />`9 �Sr ; /6'' �``� 3 , � ,'' ` � �• - _€`53'x- � ' ; °p+� - ..
<br />PI STA 18+58.91 VALLEY 0 2 �° , %' _ _ _ - , 0 I N 45 E � � 664.15' 05
<br />DELTA= 14'59'08"Rt. �� ; ; .;� , 6��� �'F, p, .' _ - j - k' S7g �36,_i 6 +0o~69
<br />NI A-
<br />D= 12.30'00" �x�O © „ S54 --51''-04"E WI �.\ 595+00"69- ( 5 E -
<br />T= 60.29' r� 1 d g-2 12.00 r � �' - - - _ - - - c '; " � � 600+00-ss_3„ 0 .2x4.51 • 605+
<br />00
<br />L=119.89' $•13 6 f+p�„ k -' - m I ---- -- ---- - ---=- ! Sso- ,. °0
<br />cv , O N''w �.k6 �� e 3. S `'` �� ---- -- -- - - \ `_ -j-' I 45 _0p E
<br />N R=458.37. /�V(� MPS 5$ 18 LL s9�Q�-�`=---- - --- --- --- ---- -- ------ _ > I
<br />-53 _ _ "�- . r 312 30 605+
<br />.,° a' ,.�
<br />�i PC STA 17+98.62 "VALLEY" 1161 .3 _ _ _ _ "£ N79' -27 -37 �1 r`.z.,,.� " N -,� .�� sem° s81• °p"6s
<br />' "BB" � 4 ..-2 ,ti w � S88. "E - 597.6 ~ » ' _3..
<br />N PT STA 19+18.51 "VALLEY "Q M R n r / ,.. f S54• -51'-04"E y - _ _ _ _ _ _ - - - 40'57"E 2169 '. \ I i �` ...� i f j - r i n S88'-27 -37 E p M.H. 'u�'? -53 -4g E ,
<br />' 212.09' x i
<br />m ca xco o X ' h4. < 12.00 .� 79, 77 x00 r- �_ ri , o�
<br />N » » co tD 4i hO '' �" a n10s`14.F Ni88'-31'-18"E 2� �y0 50 N "�, LOPE ' t '� h9 p,0 ~ '-----
<br />PI STA 60+75.26 69 00 ,,7 J ^ ' <L. f{` O Bl .. , " �t t '•.INTERCEPTS
<br />' DELTA= 34'02'39" MT. + a h �`� cr M 157.31 PT 587+86.23 69-3 ` 4` ` ; o 0 2• `
<br />VERNON o + "` '.�: gyp• �j �nj. o OD 1 I " " 56.22' oo "> `� # { i S7 `46',, - _,
<br />D= 6.00'00" 61 TELEPHONE r+, o Lill
<br />, j ,• �L i �' (.r 0� 587+40 69-3 o to c� °o ; z ' 'I i _ _ _ -------
<br />Co.
<br />Eh K ,,`'? �,� �o��" ,�a�' + o 60' �� PC 590+62.50"69-3
<br />T=292.35 �:`-
<br />T-292.35"
<br />cj to+ W o� �Q
<br />PT 19+18.51 VACC) 04
<br />4' hG /�I !�/ 63.50 SE - SE �, d O O= I oo / p I ; �D CITY OF VE
<br />L=567.40' 98.95' " e-;' ;; a' �° ►� S
<br />S89'-44 -08 E ,hh' �'` �' �, ""55+40 69-1 N w o , " W; �, C� 63
<br />u; R=954.93, i-�___-- N -� �__-- N89'_ 44 -08 W 11062,01 ---------------------------- cQ-' O a o SANITARY SEWER ASEMENT
<br />1 v i,--- ---- 125 - s --------- --- ------ -- - k ,... � O o x '� z � � >n ^ � L.P.TANK
<br />PC STA 57+56.33"69" S89' -44'-08"E i `�' ALONG SEG LINE TO R/W , " , k I p W PARCEL ? S85 -30 -49 E. 602.08'
<br />--- °`O S14'-27'-30"VG�cr N89'-44 -08 W 1,220.67 - �, o, `' r- ti c,� o t) N o ,€ � r:
<br />,... " i - 0� (SY-------'-•---------------------•---------------------------------- � � � .� J '•...J`'`-...,�� N O
<br />Yr PT STA 63+75.31 69 f " �a� ,.''' ' p�'�4 107.84 a QE ALONG SEC. LINE TO O TAN O �, Q - o0
<br />z . 3> S89 -44 -08 E J J �J ,' , �X� �"� S33' -31'-16"W Ws p �0 WISCONSIN POWER & LIGHT COMPANY cA `, voi ,y' ,f ; I..- + _ _ _ _..• .._ _
<br />i� " A" `/ O '` 181 35 EASEMENT RELEASE (TEMPORARY) - _' w
<br />- - - - - - - - » ' �0 �� 6 2 TE Y �► c' : ``. 4 �'' ' i y � V )�-, � � p O � ......w... _ . _......._...... .^•-• �
<br />, PI 18+58.91 VALLEY" �� 2$ .
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<br />cnp,x:, ;J•lj°��C / i / ' ,�-/C3 o1" IRON PIP FOUND
<br />----- 56+86.34
<br />-_ - - , '^ TRIN �;
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<br />EXISTING 41' W.P.& L `..x' `- .... _ .. _-...... _....... _
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<br />_.I � \ ' '� , V , "„A \` Z1 - 6' � -.�5� � � ALUM. MVN. 1 4� ��
<br />DWAINE W. &DONNA J.$' i �� 9
<br />WISCONSIN POWER &LIGHT COMPANY N W '- N W
<br />DICKINSON 19 '� �KIRK A. AN 62 ;POWER POLE 8 Y 354,900.37 €' s o- ^�.,�e'`� r
<br />.1 k J �. FELLER X 2,122,2i0.0G x f 1
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<br />EASEMENT QO
<br />VISION CORNER
<br />.11C.3-1
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<br />_.I � \ ' '� , V , "„A \` Z1 - 6' � -.�5� � � ALUM. MVN. 1 4� ��
<br />DWAINE W. &DONNA J.$' i �� 9
<br />WISCONSIN POWER &LIGHT COMPANY N W '- N W
<br />DICKINSON 19 '� �KIRK A. AN 62 ;POWER POLE 8 Y 354,900.37 €' s o- ^�.,�e'`� r
<br />.1 k J �. FELLER X 2,122,2i0.0G x f 1
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