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<br />0
<br />Q
<br />a�
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<br />`m
<br />0
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<br />E
<br />E
<br />0
<br />SUR VEY LEGEND
<br />O FOUND 1" 0 IRON PIPE
<br />® FOUND 2" 0 IRON PIPE
<br />• FOUND 314 " 0 IRON ROD
<br />SCE SET J1410 x 18" IRON ROD
<br />WT. 1.50 Ibs /ft MIN
<br />TOPOGRAPHIC SYMBOL LEGEND
<br />EXISTING MAILBOX
<br />EXISTING POST
<br />EXISTING SIGN
<br />EXISTING CURB INLET
<br />EXISTING ENDWALL
<br />EXISTING FIELD INLET
<br />EXISTING ROOF DRAIN /DOWNSPOUT
<br />EXISTING FIRE HYDRANT
<br />EXISTING WA TER MAIN VAL VE
<br />EXISTING CURB STOP
<br />EXISTING WATER MANHOLE
<br />EXISTING GAS VALVE
<br />N EXISTING AIR CONDITIONING PEDESTAL
<br />T EXISTING DOWN GUY
<br />* EXISTING GENERIC LIGHT
<br />� EXISTING UTILITY POLE
<br />M EXISTING TRANSFORMER
<br />EXISTING TV PEDESTAL
<br />EXISTING TELEPHONE PEDESTAL
<br />EXISTING UNIDENTIFIED MANHOLE
<br />EXISTING HANDICAP PARKING
<br />AL TA /ACSM CER77FICA 770N.-
<br />' I I
<br />To Commerce Parkwa 515, ILC; and to Preferred 1. Area of parcel surveyed is 298,408 square feet more or less.
<br />y Title. I 2. This survey is based upon field survey work performed on February 24, 26, 29, and March
<br />This is to certify that this map or plat and the survey on I I O
<br />survey.
<br />which Any changes in site conditions after March 03, 2016 are not reflected by this
<br />u
<br />which it is based were made in accordance with the 2016 I 3. There are 29 standard parking stalls, 9 loading dock parking stalls, and 1 handicap
<br />Minimum Standard Detail Requirements for AL TA/NSPS Land I parking stall.
<br />Title Surveys, jointly established and adopted by ALTA and I 4. Utility locations were field located based upon substantial, visible, above ground structures
<br />13
<br />NSPS, and includes Items 1, 2, 3, 4, 8, 9, and of Table A _ I I on /y.
<br />thereof. The field work was completed on March 03, 2016.
<br />5. No attempt has been mode as a port of this survey to obtain or show data concerning
<br />Vierbicher Associates, Inc. ( size, condition, or capacity of any utility or mun /cipol /pub /ic service facility. For
<br />By. Michael S. Marty information regarding these utilities contact the appropriate agencies.
<br />\ I I 6. Surveyor has made no Invest /gat /on or independent search for easements of record,
<br />\
<br />Dated this 17th day of March, 2016. encumbrances, restrictive covenants, or ownership title evidence.
<br />I \
<br />\ I
<br />7 By graphic plotting only the parcels surveyed fall partially within both "Zone X - Areas
<br />determined to be outside the 0.2X' chance floodp /a /n" and within the spec /a/ flood hazard
<br />\ areas subject to Inundation by the 1X annual chance flood, "Zone AE - Base Flood
<br />S I \ I Elevations Determined" of the Flood Insurance Rate Map Community Pane/ Number 556 of
<br />Michael S. Marty, P.L.S. Vo 2452 I u \ \ 850, Map Number 55025CO556G, Map Revised January 2, 2009. The parcels surveyed
<br />also fall partially within the floodwoy areas In Zone AE.
<br />O ^, S�vv \ 8. Adjacent Owner of Record information has been depicted per information obtained from
<br />\ ' V ^ 1 \ \ the AccessDane webs /te on March 14, 2016.
<br />MICHAEL S. ; s 6 33• \ \
<br />MARTY \ 33 \
<br />\ Description as provided in Title Commitment No.
<br />NEW GLA RUS, = \ \ 116020080. from Preferred Title.
<br />� LA �� � \ \
<br />WIS. \ Lots 24, 25 and 26, Industrial Plat No. 2, in the
<br />City of Verona, Done County, Wisconsin.
<br />\X
<br />LAJ
<br />rld
<br />W
<br />Ln
<br />W E Wo= \\ -ftj
<br />Q=
<br />Z W �
<br />TOPOGRAPHIC LINEWORK LEGEND
<br />��I�o
<br />= = W N
<br />CHORD DlREC170N
<br />EXIS77NG 1 -STORY
<br />EXISTING RETAINING WALL
<br />s
<br />Q
<br />BUILDING
<br />EXISTING WIRE FENCE
<br />=1
<br />m Ln
<br />C NCB
<br />" "I
<br />EXISTING WOOD LATTICE PRIVACY FENCE
<br />GRAPHIC
<br />SCALE FEET
<br />�o� `'�RgFs \��\
<br />c
<br />_
<br />EXISTING OVERHEAD GENERAL UTILITIES
<br />EXISTING EDGE OF TREES
<br />0 25
<br />``-` K ff'
<br />50 100
<br />�" pA��LYg y 7 STANDARD
<br />PARKING STALLS
<br />(463.57)
<br />ASPHAL T PA IiEMENT
<br />CONCRETE PA IiEMENT/WALK
<br />MARSHY /WET AREA
<br />E ^' EDGE OF WATER AS LOCATED
<br />• ,- .' ON MARCH 02, 2016
<br />SUR VEYED FOR
<br />COMMERCE PARKWAY 515, LL C
<br />clo JEFFREY J. PARISI
<br />PARISI CONSTRUCTION CO., INC.
<br />508 S. NINE MOUND ROAD
<br />VERONA, Wl 53593
<br />SUR VEYED B Y.•
<br />VIERBICHER ASSOCIA TES, INC.
<br />BY MICHAEL S. MARHY
<br />Pr
<br />IV/,
<br />,R/ 1/
<br />v y�GO�J�
<br />Pi 't /F�FP
<br />r APPROX. LIMITS
<br />J Cy OF EX /SANG DITCH
<br />ti•
<br />HATCHING DEPICTS A,
<br />AREA BEING U77LIZED
<br />BY ADJACENT LANDO
<br />STORE BUILDING MA Ti
<br />I
<br />9 STANDARD
<br />PARKING STALLS
<br />N h
<br />N6 N
<br />=W =W
<br />°o
<br />U101f�7�
<br />This survey was prepared based upon information provided in the
<br />Ft /e Commitment No 1160200800, dated January 28, 2016 at
<br />7•44a.m., from Preferred Title, Agent for Fidelity National Rtle
<br />Insurance Company, 2728 Coho Street, Madison, Wl 53713.
<br />Schedule B -Port A, Exceptions references the following:
<br />13 EXCEPTION 13.• Utility easement over the Northerly 6 feet of the
<br />insured premises - as shown on the plat. (Easement(Easement shown.)
<br />L OCA TION MAP
<br />VERONA ANUE
<br />WEST, t
<br />fin
<br />- I@
<br />SOUTH NINE MOUND RD
<br />COMMERCE PARKWA Ys
<br />WINR 6
<br />9, r
<br />BIKE All _ �•'�
<br />I_
<br />l N D U S T R l A L I l N D U S T R l A L
<br />P L A T N 0. 2 P L A T N O 2 I l N D U S T R l A L
<br />L 0 T 1 7 L 0 T 1 8 I P L A T N 0. 2
<br />-- - - - - -- - � - - - -- -�L_ LOT 19
<br />OHU OHU OHU OHU OHU OHU -- 0 OHU OHU OHU OHU OHU -
<br />OHU OHU OHU OHU
<br />7 STANDARD
<br />PARKING STALLS
<br />6 STANDARD
<br />PARKING STALLS
<br />1 HANDICAP STALL
<br />-0 � Z;_r
<br />CONCRETE ASPHALT -
<br />DRIVE, ACCESS TO
<br />COMMERCE PARKWAY
<br />S89 00'38 "E
<br />16.79; T T " - --
<br />�3
<br />1
<br />uryu
<br />COMMERCE PARK WA Y
<br />PUBLICLY DEDICATED STREET
<br />Rrn - h
<br />'Ill (58844 00 E) S8900:38 E 179.94'
<br />O 589 0038 E 179.90'
<br />(S88-441001E 180.00) O o 58900 38 E 210.00' A ^
<br />I (S88 F4 00 E 180.00) (58844 00 E)
<br />h
<br />• J4N
<br />I FWD
<br />i 4i W
<br />102.6'
<br />��I�o
<br />515 COMMERCE PARKWA Y
<br />CHORD DlREC170N
<br />EXIS77NG 1 -STORY
<br />=W =W
<br />METAL SIDED & BRICK
<br />o
<br />�°
<br />BUILDING
<br />A
<br />(11 08'00')
<br />=1
<br />uryu
<br />COMMERCE PARK WA Y
<br />PUBLICLY DEDICATED STREET
<br />Rrn - h
<br />'Ill (58844 00 E) S8900:38 E 179.94'
<br />O 589 0038 E 179.90'
<br />(S88-441001E 180.00) O o 58900 38 E 210.00' A ^
<br />I (S88 F4 00 E 180.00) (58844 00 E)
<br />h
<br />• J4N
<br />I FWD
<br />i 4i W
<br />102.6'
<br />I
<br />-JI
<br />QI of ^I
<br />�I �I ~I
<br />JI QI OI
<br />OI III -JI
<br />ZI �I
<br />\I
<br />999 FOURIER ORI VE, I 11 .'1• y `� -- I °a °a I EXISTING 1 -STORY I
<br />SUl TE 201 [.: + 1 y y ; x k x METAL SIDED BUILDING
<br />MADISON, Wl 53717 "'� 1��k��� �' y'` + I x I
<br />(608) -821 -3955 �':::i 041�h
<br />mmar (Ov /erb/cher. com '� '` ,
<br />sr k k k k 110 IRON PIPE OF
<br />( !l � \ ►� I I k k k / NE1OR
<br />RECORD FOUND
<br />0.3'
<br />w HATCHING DEPICTS APPROX.. 23'
<br />~•,j I I AREA BEING UALIZED FROM CORNER
<br />y �+ BY ADJACENT LANDOWNER TO-11
<br />O 20,
<br />I �*
<br />STORE BUILDING MATERIALS 59 "E 175.29, /
<br />AND EQUIPMENT. I 39'
<br />N80.58'00 "E 173.65) �
<br />l "'•1 I I TANK � 182.76' N80
<br />RAINWA TER � ( i
<br />- N80 38 ��" 182.95')
<br />E
<br />(N80 -
<br />82.9
<br />127.9' N80 39'59"
<br />_• I
<br />0 .58.00 E 1 .)
<br />(N8
<br />�782.95)
<br />N - _- '
<br />110 IRON PIPE OF o = -
<br />-RECORD FOUND -
<br />I I 010829 "W 0.77' �-
<br />�•° \ o FROM CORNER
<br />182 7
<br />.5
<br />CL
<br />=- - -� -
<br />A �:. , "Iy 948• _. -
<br />e
<br />i . 580 395 oD "W 948.55') - - - R A L_ T R A I L -
<br />t .4 (582.92) , T �:. (580 _ = - I K E I K E _
<br />582•::- �.,- :;•'• -•' __ R. E _
<br />�!', /`7✓ J. 56,.i :";+a- .��.:',',•.::�• - / =- W D' NR Y R_ WESTERN
<br />R�ROAD) -
<br />: 1 ...'i:� r. =:. �. •% o - �- M I L ! T A CHICAGO AND NOR 4+
<br />k�a (f/k /� *39 '5g "W 1874.4
<br />NORTH EDGE - a/ - - _S80 0 "w 1873.52=
<br />%' ' x , . _ •., �... �' p� EXISTING TRAIL - - - _ o - - - - (S80 58=
<br />Recorded as Data
<br />CUR VE
<br />NUMBER
<br />DELTA
<br />CHORD DlREC170N
<br />N
<br />C2
<br />(29'19 00')
<br />h
<br />(164.99)
<br />lND US TRIALo
<br />(11 08'00')
<br />$w
<br />(63.25)
<br />P L A T NO. 2
<br />" "I
<br />I N D U S T R I A L r''I
<br />r
<br />o s
<br />L 0 T 2 3
<br />=o =W
<br />PLAT lV O 2 ? Z
<br />Ll
<br />OWNER OF RECORD:
<br />e� I
<br />LOT 2 2
<br />(463.57)
<br />MDL INVESTMENTS, LLC
<br />r A
<br />I
<br />0282659"
<br />S34 2449"E
<br />O
<br />C5
<br />I
<br />-JI
<br />QI of ^I
<br />�I �I ~I
<br />JI QI OI
<br />OI III -JI
<br />ZI �I
<br />\I
<br />999 FOURIER ORI VE, I 11 .'1• y `� -- I °a °a I EXISTING 1 -STORY I
<br />SUl TE 201 [.: + 1 y y ; x k x METAL SIDED BUILDING
<br />MADISON, Wl 53717 "'� 1��k��� �' y'` + I x I
<br />(608) -821 -3955 �':::i 041�h
<br />mmar (Ov /erb/cher. com '� '` ,
<br />sr k k k k 110 IRON PIPE OF
<br />( !l � \ ►� I I k k k / NE1OR
<br />RECORD FOUND
<br />0.3'
<br />w HATCHING DEPICTS APPROX.. 23'
<br />~•,j I I AREA BEING UALIZED FROM CORNER
<br />y �+ BY ADJACENT LANDOWNER TO-11
<br />O 20,
<br />I �*
<br />STORE BUILDING MATERIALS 59 "E 175.29, /
<br />AND EQUIPMENT. I 39'
<br />N80.58'00 "E 173.65) �
<br />l "'•1 I I TANK � 182.76' N80
<br />RAINWA TER � ( i
<br />- N80 38 ��" 182.95')
<br />E
<br />(N80 -
<br />82.9
<br />127.9' N80 39'59"
<br />_• I
<br />0 .58.00 E 1 .)
<br />(N8
<br />�782.95)
<br />N - _- '
<br />110 IRON PIPE OF o = -
<br />-RECORD FOUND -
<br />I I 010829 "W 0.77' �-
<br />�•° \ o FROM CORNER
<br />182 7
<br />.5
<br />CL
<br />=- - -� -
<br />A �:. , "Iy 948• _. -
<br />e
<br />i . 580 395 oD "W 948.55') - - - R A L_ T R A I L -
<br />t .4 (582.92) , T �:. (580 _ = - I K E I K E _
<br />582•::- �.,- :;•'• -•' __ R. E _
<br />�!', /`7✓ J. 56,.i :";+a- .��.:',',•.::�• - / =- W D' NR Y R_ WESTERN
<br />R�ROAD) -
<br />: 1 ...'i:� r. =:. �. •% o - �- M I L ! T A CHICAGO AND NOR 4+
<br />k�a (f/k /� *39 '5g "W 1874.4
<br />NORTH EDGE - a/ - - _S80 0 "w 1873.52=
<br />%' ' x , . _ •., �... �' p� EXISTING TRAIL - - - _ o - - - - (S80 58=
<br />Recorded as Data
<br />CUR VE
<br />NUMBER
<br />DELTA
<br />CHORD DlREC170N
<br />LENG
<br />C2
<br />(29'19 00')
<br />(S62 56 JO E)
<br />(164.99)
<br />C3
<br />(11 08'00')
<br />(S8570100 "E)
<br />(63.25)
<br />C4
<br />(28:25'00')
<br />(N34 04 30 "W)
<br />(160.03 )
<br />C5
<br />(21-46'00')
<br />(N08 59'00 "W)
<br />(123.10 )
<br />C6
<br />(90 U8100 -)
<br />(N43 25'00 "W)
<br />(463.57)
<br />Curve Table
<br />CURIE
<br />NUMBER
<br />ARC
<br />LENGTH
<br />RADIUS
<br />DEL TA
<br />CHORD DIRECTION
<br />CHORD
<br />LENGTH
<br />C1
<br />231.21'
<br />326.00'
<br />04038'10"
<br />5685724 "E
<br />226.40'
<br />C2
<br />166.81'
<br />326.00'
<br />02979106"
<br />S637752 E
<br />165.00'
<br />C3
<br />64.40'
<br />326.00'
<br />01179104"
<br />S8.33657 "E
<br />64.29'
<br />C4
<br />161.87'
<br />326.00'
<br />0282659"
<br />S34 2449"E
<br />160.22'
<br />C5
<br />123.94'
<br />326.00'
<br />0214658"
<br />S0977'51 "E
<br />123.19'
<br />C6
<br />517.02'
<br />326.00'
<br />09052107"
<br />S43 50 26 "E
<br />464.52'
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<br />1"=100' (11x17")
<br />DATE
<br />March 17, 2016
<br />ELAW /MMAR
<br />CHECKED
<br />MMAR
<br />PROJECT NO.
<br />160084
<br />1 OF 1
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<br />DATE
<br />March 17, 2016
<br />ELAW /MMAR
<br />CHECKED
<br />MMAR
<br />PROJECT NO.
<br />160084
<br />1 OF 1
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<br />DATE
<br />March 17, 2016
<br />ELAW /MMAR
<br />CHECKED
<br />MMAR
<br />PROJECT NO.
<br />160084
<br />1 OF 1
<br />0 DWG. NO.
<br />N
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<br />
|