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<br />TRANSPORTATION PROJECT PLAT NOo 1007 -11 -26 - 4001
<br />-39/90 ILLINOIS STATE LINE - MADISON (USH 12/18 INTERCHANGE)
<br />LOCATED IN THE SOUTHEAST 1/4 OF THE
<br />NORTHWEST 1/4 AND THE
<br />SOUTHWEST 1/4 OF THE NORTHEAST 1/4 IN THE CITY
<br />OF
<br />MADISON, AND IN THE SOUTHWEST 1/4
<br />OF THE NORTHEAST 1/4
<br />IN THE TOWN OF BLOOMING GROVE, ALL IN SECTION
<br />26,
<br />T7N, R10E, DANE COUNTY, WISCONSIN.
<br />COURSE
<br />LENGTH
<br />THE
<br />STATE OF WISCONSIN HAS DEEMED IT NECESSARY TO
<br />MONUMENT RIGHT -OF -WAY INTERESTS PREVIOUSLY ACQUIRED UNDER SECTIONS 82.01, 82.31 (1), 82.31 (2)
<br />AND
<br />84.09 OF THE WISCONSIN STATE STATUTES AND DOES HEREBY CERTIFY THE DEPARTMENT
<br />OF TRANSPORTATION HAS SURVEYED THE HIGHWAY RIGHT -OF -WAY; THAT
<br />THIS
<br />PLAT IS A TRUE AND CORRECT REPRESENTATION OF
<br />THE EXTERIOR BOUNDARIES OF THE
<br />LAND SURVEYED AND SHOWS ACCURATE MEASUREMENTS THEREOF.
<br />W
<br />A
<br />SW-NW
<br />0 100 200
<br />SCALE, FEET
<br />EXISTING IRON PIPES
<br />R/W CURVE
<br />TABLE
<br />Y
<br />X
<br />DESCRIPTION
<br />433.24'
<br />ARC
<br />COURSE
<br />LENGTH
<br />RADIUS
<br />IRON PIPE
<br />LCB
<br />471084.842
<br />LC
<br />CURVE 1
<br />IP880 -IP881
<br />689.47'
<br />5799.58'
<br />N
<br />42 004'29"
<br />W
<br />689.06'
<br />471861.382
<br />848791.316
<br />(689.38')
<br />REBAR
<br />(N
<br />42 027'32"
<br />W)
<br />(688.97')
<br />CURVE 2
<br />100 -IP887
<br />673.81'
<br />680.00'
<br />S
<br />16 010'16"
<br />W
<br />646.58'
<br />CURVE 3
<br />IP888 -101
<br />350.21'
<br />2784.76'
<br />S
<br />23 046'39"
<br />E
<br />349.98'
<br />IP888
<br />470916.416
<br />850338.314
<br />1.25"
<br />IRON PIPE
<br />�RA°20'OVW
<br />236.1
<br />W
<br />A
<br />SW-NW
<br />0 100 200
<br />SCALE, FEET
<br />ALUMINUM
<br />MONUMENT FOUND
<br />Y = 473212.017
<br />+77.76 X = 849902.933
<br />SEE TPP 1007 -11 -26 -4.02 NO2 005'33 "E 183.57' -
<br />_ 1 /16th LINE TO PT
<br />r R/W TO R/W ON TAN LINE
<br />(RECORDED AS S87 °56'33 "W, N88 020'01 "E 867.43 - `
<br />IPER PLAT OF MARSH ROADI - - - - - - - - - - - - - - - - - - - - R /W -TO TAN LINE
<br />INDUSTRIAL SUBDIVISION) '�
<br />1/16 LINE
<br />\PagQ P.L.
<br />\Pa83
<br />I I
<br />w \C1 TY
<br />z L I
<br />0
<br />/ I
<br />I
<br />I
<br />\ I
<br />I
<br />I
<br />t6
<br />LIMITED HIGHWAY EASEMENT
<br />7 O DRAINAGE.
<br />(. 715 P. 166 DOC. 1010646
<br />l
<br />16y =A�1 /1
<br />MARSH ROAD
<br />INDUSTRIAL
<br />SUBDIVISION
<br />V.58 OF PLATS P.75 -76
<br />DOC. 3661189
<br />OUTLOT 1
<br />STORM WATER /ENVIR0MENTAL
<br />,o CORRIDOR
<br />NOTES:
<br />POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COUNTY COORDINATE REFERENCE SYSTEM
<br />COORDINATES (WISCRS), DANE COUNTY ZONE, NAD 83 (2007) IN US SURVEY FEET.
<br />VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID
<br />DISTANCES MAY BE USED AS GROUND DISTANCES.
<br />EXISTING ACCESS CONTROL ALONG 1 -39/90 HAS BEEN ESTABLISHED FROM PREVIOUS PROJECT 1 -90- 3(29)140.
<br />FOR THE LATEST ACCESS CONTROL INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSIN
<br />DEPARTMENT OF TRANSPORTATION OFFICE IN MADISON.
<br />EXISTING HIGHWAY RIGHT -OF -WAY SHOWN HEREIN IS BASED ON THE FOLLOWING POINTS OF
<br />REFERENCE:
<br />EXISTING HIGHWAY RIGHT -OF -WAY FOR 1 -39/90 ESTABLISHED FROM PREVIOUS PROJECTS
<br />1 -90- 3(29)140 AND 1001- 02 -21.
<br />UTILITY INFORMATION IS NOT SHOWN ON THIS PLAT.
<br />I, JAMES R. CAPPEART, PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY
<br />®SG ®&j••• THAT IN FULL COMPLIANCE WITH THE PROVISIONS OF SECTION 84.095 OF
<br />THE WISCONSIN STATUTES AND UNDER THE DIRECTION OF THE
<br />James R. DEPARTMENT OF TRANSPORTATION, I HAVE SURVEYED AND MAPPED THIS
<br />Cappeart TRANSPORTATION PROJECT PLAT 1007 -11 -26 -4.01 AND THAT SUCH PLAT
<br />S-3044 CORRECTLY REPRESENTS ALL EXTERIOR BOUNDARIES OF THE SURVEYED
<br />Green Bay LAND
<br />® ®•••••.`'ti
<br />Wis. �t®�'�0 5/17/2019
<br />•® D SURV� ®° JA ES R. CAPPEART DATE
<br />RE ISTRATION NUMBER: S -3044
<br />THIS PLAT IS APPROVED FOR THE WISCONSIN DEPARTMENT OF
<br />jamsTRANSPORTATI , UT EST REGION.
<br />ASSOCIATES 5/20/2019
<br />CORY S HLAGEL DATE
<br />PI STA. = 2548 +09.61
<br />Y = 470955.648
<br />X = 849624.537
<br />DELTA = 50 °37'14" RT.
<br />D = 02 °25'47"
<br />T = 1115.14'
<br />L = 2083.29'
<br />R = 2358.00'
<br />EXISTING IRON PIPES
<br />IP880
<br />POINT #
<br />Y
<br />X
<br />DESCRIPTION
<br />433.24'
<br />IP880
<br />470573.417
<br />849840.712
<br />1.25"
<br />IRON PIPE
<br />IP881
<br />471084.842
<br />849379.077
<br />0.75"
<br />REBAR
<br />IP882
<br />471260.416
<br />849270.630
<br />0.75"
<br />REBAR
<br />IP883
<br />471861.382
<br />848791.316
<br />0.75"
<br />REBAR
<br />IP884
<br />471854.483
<br />848555.609
<br />0.75"
<br />REBAR
<br />IP885
<br />471862.547
<br />850399.113
<br />0.75"
<br />REBAR
<br />IP886
<br />471586.686
<br />850266.824
<br />0.75"
<br />REBAR
<br />IP887
<br />471294.147
<br />850265.428
<br />1.25"
<br />IRON PIPE
<br />IP888
<br />470916.416
<br />850338.314
<br />1.25"
<br />IRON PIPE
<br />IP889
<br />470772.726
<br />850395.862
<br />0.75"
<br />REBAR
<br />ALUMINUM
<br />MONUMENT FOUND
<br />Y = 473212.017
<br />+77.76 X = 849902.933
<br />SEE TPP 1007 -11 -26 -4.02 NO2 005'33 "E 183.57' -
<br />_ 1 /16th LINE TO PT
<br />r R/W TO R/W ON TAN LINE
<br />(RECORDED AS S87 °56'33 "W, N88 020'01 "E 867.43 - `
<br />IPER PLAT OF MARSH ROADI - - - - - - - - - - - - - - - - - - - - R /W -TO TAN LINE
<br />INDUSTRIAL SUBDIVISION) '�
<br />1/16 LINE
<br />\PagQ P.L.
<br />\Pa83
<br />I I
<br />w \C1 TY
<br />z L I
<br />0
<br />/ I
<br />I
<br />I
<br />\ I
<br />I
<br />I
<br />t6
<br />LIMITED HIGHWAY EASEMENT
<br />7 O DRAINAGE.
<br />(. 715 P. 166 DOC. 1010646
<br />l
<br />16y =A�1 /1
<br />MARSH ROAD
<br />INDUSTRIAL
<br />SUBDIVISION
<br />V.58 OF PLATS P.75 -76
<br />DOC. 3661189
<br />OUTLOT 1
<br />STORM WATER /ENVIR0MENTAL
<br />,o CORRIDOR
<br />NOTES:
<br />POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COUNTY COORDINATE REFERENCE SYSTEM
<br />COORDINATES (WISCRS), DANE COUNTY ZONE, NAD 83 (2007) IN US SURVEY FEET.
<br />VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID
<br />DISTANCES MAY BE USED AS GROUND DISTANCES.
<br />EXISTING ACCESS CONTROL ALONG 1 -39/90 HAS BEEN ESTABLISHED FROM PREVIOUS PROJECT 1 -90- 3(29)140.
<br />FOR THE LATEST ACCESS CONTROL INFORMATION, CONTACT THE PLANNING UNIT OF THE WISCONSIN
<br />DEPARTMENT OF TRANSPORTATION OFFICE IN MADISON.
<br />EXISTING HIGHWAY RIGHT -OF -WAY SHOWN HEREIN IS BASED ON THE FOLLOWING POINTS OF
<br />REFERENCE:
<br />EXISTING HIGHWAY RIGHT -OF -WAY FOR 1 -39/90 ESTABLISHED FROM PREVIOUS PROJECTS
<br />1 -90- 3(29)140 AND 1001- 02 -21.
<br />UTILITY INFORMATION IS NOT SHOWN ON THIS PLAT.
<br />I, JAMES R. CAPPEART, PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY
<br />®SG ®&j••• THAT IN FULL COMPLIANCE WITH THE PROVISIONS OF SECTION 84.095 OF
<br />THE WISCONSIN STATUTES AND UNDER THE DIRECTION OF THE
<br />James R. DEPARTMENT OF TRANSPORTATION, I HAVE SURVEYED AND MAPPED THIS
<br />Cappeart TRANSPORTATION PROJECT PLAT 1007 -11 -26 -4.01 AND THAT SUCH PLAT
<br />S-3044 CORRECTLY REPRESENTS ALL EXTERIOR BOUNDARIES OF THE SURVEYED
<br />Green Bay LAND
<br />® ®•••••.`'ti
<br />Wis. �t®�'�0 5/17/2019
<br />•® D SURV� ®° JA ES R. CAPPEART DATE
<br />RE ISTRATION NUMBER: S -3044
<br />THIS PLAT IS APPROVED FOR THE WISCONSIN DEPARTMENT OF
<br />jamsTRANSPORTATI , UT EST REGION.
<br />ASSOCIATES 5/20/2019
<br />CORY S HLAGEL DATE
<br />PI STA. = 2548 +09.61
<br />Y = 470955.648
<br />X = 849624.537
<br />DELTA = 50 °37'14" RT.
<br />D = 02 °25'47"
<br />T = 1115.14'
<br />L = 2083.29'
<br />R = 2358.00'
<br />FILE NAME : V: \ TRANS -MD\ 410660 \C3D \SHEETSPLAN \1007 -10 -01 \ZZZ_0401 XX -RP \1 0071 1 26- 0401 01.DWG
<br />APPRAISAL PLAT DATE : 5/17/2019
<br />N
<br />2
<br />.� 9;
<br />IP881`�'
<br />0,p
<br />.O�P
<br />FO
<br />R/W COURSE TABLE
<br />IP880 -IP881 SEE CURVE 11N TABLE
<br />IP881 -IP882 N 31 042'03" W 206.33'
<br />(N 32 005'39" W) (206.339
<br />IP882 -IP883 N 38 034'31" W 768.64'
<br />(N 38 058'07" W) (768.719
<br />100 -IP887 SEE CURVE 2 IN TABLE
<br />IP887 -IP888 S 10 050'56" E 384.68'
<br />(S 11 016' E)
<br />IP888 -101 SEE CURVE 3 IN TABLE
<br />S00 028'42 "W 1318.68'
<br />MON TO COR
<br />07
<br />23
<br />26 ,' SEE TPP 1007 -11 -26 -4.03
<br />10
<br />° 54 66'
<br />R/W STATION & OFFSET
<br />TABLE
<br />IP880
<br />2543 +37.85
<br />3
<br />IP881
<br />2549 +18.36
<br />433.24'
<br />IP882
<br />2550 +85.22
<br />486.46'
<br />IP883
<br />2556 +02.20
<br />874.51'
<br />IP884
<br />2556 +03.61
<br />1110.49'
<br />IP887
<br />2543 +59.00
<br />364.87'
<br />IP888
<br />2447 +84.69
<br />204.73'
<br />100
<br />2555 +89.01
<br />780.97'
<br />101
<br />2539 +63.83
<br />283.45'
<br />-A
<br />'
<br />I
<br />I
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<br />PI 2548 +09.61
<br />w NA
<br />al
<br />�i9l�i�3
<br />wM
<br />o
<br />FILE NAME : V: \ TRANS -MD\ 410660 \C3D \SHEETSPLAN \1007 -10 -01 \ZZZ_0401 XX -RP \1 0071 1 26- 0401 01.DWG
<br />APPRAISAL PLAT DATE : 5/17/2019
<br />N
<br />2
<br />.� 9;
<br />IP881`�'
<br />0,p
<br />.O�P
<br />FO
<br />R/W COURSE TABLE
<br />IP880 -IP881 SEE CURVE 11N TABLE
<br />IP881 -IP882 N 31 042'03" W 206.33'
<br />(N 32 005'39" W) (206.339
<br />IP882 -IP883 N 38 034'31" W 768.64'
<br />(N 38 058'07" W) (768.719
<br />100 -IP887 SEE CURVE 2 IN TABLE
<br />IP887 -IP888 S 10 050'56" E 384.68'
<br />(S 11 016' E)
<br />IP888 -101 SEE CURVE 3 IN TABLE
<br />S00 028'42 "W 1318.68'
<br />MON TO COR
<br />07
<br />23
<br />26 ,' SEE TPP 1007 -11 -26 -4.03
<br />10
<br />° 54 66'
<br />R/W STATION & OFFSET
<br />TABLE
<br />IP880
<br />2543 +37.85
<br />239.15'
<br />IP881
<br />2549 +18.36
<br />433.24'
<br />IP882
<br />2550 +85.22
<br />486.46'
<br />IP883
<br />2556 +02.20
<br />874.51'
<br />IP884
<br />2556 +03.61
<br />1110.49'
<br />IP887
<br />2543 +59.00
<br />364.87'
<br />IP888
<br />2447 +84.69
<br />204.73'
<br />100
<br />2555 +89.01
<br />780.97'
<br />101
<br />2539 +63.83
<br />283.45'
<br />r _ _N88°20'OVE 233.47' _ N87 43 55 E _5 _.- - - - - - - - - - - - - - \
<br />TAN LINE TO QTR LINE TO R/W
<br />QTR LINE
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<br />CURVE 10j�.°�',
<br />O 'op N 5r,
<br />�
<br />LIMITED HIGHWAY EASEMENT
<br />FOR DRAINAGE
<br />V.715 P.157 DOC.1010642
<br />020,E
<br />+94.47
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<br />o � LOT 1
<br />O�'�i CSM 8066 •�
<br />8 Qy �,� 0,�• V.43 P.92 -93A
<br />co 0, Ty �� DOC.2731244
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<br />v CURVE 2 0,���
<br />c
<br />0 LOT 1
<br />c° CSM 729 ,off,- �• / / ///
<br />V.3 P.271 DOC. 1311556 Q I�lll
<br />IP886
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<br />W
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<br />SW-NE �G
<br />IP887 �2
<br />n
<br />LOT 12
<br />ASSESSORS PLAT NO. 10
<br />TOWN OF BLOOMING GROVE �o
<br />V.33 OF PLATS �p
<br />P.32 -33 DOC. 1200320 r
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<br />MADISON
<br />IP888
<br />CURVE 3 _ LOT 1
<br />\ -
<br />\ STA. 2541 +92.16
<br />,� 07 ti \ �Q� ��tiF�ti \?j9' 1/4 LINE
<br />1/4 LINE '
<br />27 26 �- `\\��� S87 °56'31 "W_431.19' _____'
<br />(N87 °43'52E 2633.56') \ ` - - - - R%W TO TAN LINE
<br />S87 °56'31 "W 167.87'x\
<br />10 _ _ _ _ _ N88°07'2VE 2633.85' , TAN LINE TO MON
<br />- - - - MON TO R%W I ,
<br />PC 2536 +94.47
<br />ALUMINUM ; ; 07
<br />MONUMENT FOUND (S87 043'52 "W 40.141)
<br />ii
<br />Y = 470487.144 888 007'21 "W 40.00' 26 �S48 °31'41 'E 549.08'
<br />QTR LINE TO PC
<br />CSM 640
<br />V.3 P.156 DOC. 1303026
<br />KRISTI CHLEBOWSKI
<br />DANE COUNTY
<br />REGISTER OF DEEDS
<br />DOCUMENT #
<br />5489125
<br />05/20/2019 12:44 PM
<br />Trans Fee:
<br />Exempt #:
<br />Rec. Fee: 25.00
<br />Pages:
<br />PROJECT NUMBER 1007 -11 -26 -4.01
<br />AMENDMENT NO.
<br />07 07
<br />26 WC
<br />26 25
<br />` _S87 ° 56'31 ' W 2052,412--.- -P 10 10
<br />WIT. MOW T( R/W ,
<br />BRASS CAPPED
<br />MONUMENT FOUND
<br />Y = 470669.951 �
<br />X = 852530.371 '�'� COMPUTED LOCATION PER
<br />N87 0 56 31 E 15.00 MONUMENT RECORD BY
<br />X = 847208.491 MON TO R/W ON TAN LINE SEE TPP 1007 -10 -25 -4.07 QTR. COR TO WIT. MON. CARL SANDSNES DATED
<br />ev
<br />10 ALUMINUM MONUMENT FOUND
<br />REFER TO THE TITLE SHEET, RECORDED AS SHEET 2 OF 2 Y = 470574.745
<br />OF THIS DOCUMENT FOR ADDITIONAL INFORMATION. X = 849880.913
<br />PLOT DATE : 5/17/2019 1:50 PM PLOT BY : CAPPEART, JAMES PLOT NAME
<br />PLOT SCALE : 1:100
<br />s -zi -zoos - -
<br />Y = 470670.490
<br />X = 852545.360
<br />1007 -11 -26 -4.01
<br />�1
<br />
|