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U c N 0 a U 0 N Q a) t U Z ) 1 LO CV O a� 'N 0- M 0 CV c o• 0 PARCEL N.• Lot 2, Certified Survey Map 8716, recorded in Vol. 48 of Certified Survey Maps, Page 107, as Document No. 2894060, in the City of Middleton, Dane County, Wisconsin, EXCEPT Part of Lot 2, Certified Survey Map 8716 lying in the Southeast %4 of the Southeast %4 of Section 10, Town 7 North, Range 8 East, in the City of Middleton, Done County, Wisconsin, more fully described as follows. Beginning at the Northwest corner of Lot 2, Certified Survey Map 8716; thence N885822 "E, 242.16 feet; thence on a curve to the right of radius 30 feet having a long chord bearing S46101'38 1E, 42.43 feet; thence SOfVI'J8 1E, 48.33 feet; thence NO6*J7'10 "W, 3743 feet; thence on a curve to the left of radius 30 feet having a long chord bearing N484924 "W, 40.31 feet; thence S885822 "W, 98.14 feet, • thence N8520'14 "W, 141.21 feet to the point of beginning of this description. TOGETHER W7H Easements for Access and Parking contained in Parking and Access Agreement recorded as Document No. 2891858, as affected by Amendment to Parking and Access Agreement recorded May 4, 2007, as Document No. 4305573, and as affected by Affidavit of Correction recorded June 13, 2007, as Document No. 4320047, and as affected by Affidavit of Correction recorded June 13, 2007, as Document No. 4320048. Parcel Tax ID No. per Commitment is 25510708- 151 - 0345 -2 NOTES PERTAINING 70 TABLE A REQUIREMENTS: ITEM 1: MONUMENTS Shown on Sheet 1. ITEM 2• THE ADDRESS OF THE PARCEL SURVEYED IS- PARCEL N.• 8309 & 8313 Greenway Blvd. ITEM 3.• FLOOD ZONE CLASSIFICA770N- According to the FIRM (Flood Insurance Rate Map) Community Panel Number 55025COJ84G dated January 02, 2009, this panel is not printed. Per Map Index Firm Mop Number 55025C1ND1B, PANEL NOT PRINTED - NO SPECIAL FLOOD HAZARD AREAS" applies to this property. I TEM 4: GROSS LAND AREA: 94,540 square feet, more or less. ITEM go): : ZONING.• Per the zoning report prepared by The Planning & Zoning Resource Company, dated April 27, 2016, the current zoning classification for the parcel surveyed is PDD -S Planned Development District - Specific Implementation Plan. Per the PZR zoning report referenced above: Building setbacks: Front Ycrd.• Required 30 feet. (John 0. Hcmmons Drive) Side Yard- Required 20 feet. (Greenway Bouelvard & South Lot Line) Rear Yard- Required 20 feet. (West Lot Line) NOTE: Per the zoning letter from the City of Middleton Zoning Administrator, doted April 8, 2016 the building setback requirements along Greenway Boulevard have been modified as follows: "The side along Greenway Blvd. was 20 feet. However, the land has been further subdivided (approved by the City) and additional right -of -way has been dedicated along Greenway Blvd., altering the actual setbacks as shown on the original plans. The City has approved the changes. " Maximum Building Height or Stories: None Specified Maximum Impervious Surface: 0.8 Parking Space Formula: 1 space per 300 square feet of gross floor area. Parking Spaces Required: 98 Total Parking Spaces ITEM 6 b : ZONING. - The building setback lines are shown on the survey and the existing buildings and existing parking areas are in conformance per the zoning report by The Planning & Zoning Resource Company, dated April 27, 2016. The existing buildings and existing parking areas on this property ore oll in conformance with the City of Middleton zoning requirements, per the Specific Implementation Plan (SIP) Modification approval action by the City of Middleton Common Council on May 17, 2016. ITEMS 7(aL(b)(1) & 7�: EXTERIOR DIMENSIONS OF ALL BUILDINGS AT GROUND LEVEL, SQUARE FOOTAGE OF EXTERIOR F007PRINT OF BUILDINGS AT GROUND LEVEL, AND MEASURED HEIGHT OF ALL BUILDINGS ABOVE GRADE (PO /NT OF MEASUREMENT IDENRF /ED): This information has been noted within the building as depicted on Sheet 1. ITEM 8: SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. Improvements listed in Item 8 hove been shown. ITEM 9.• NUMBER AND TYPE OF CLEARLY IDEN77FIABLE PARKING SPA CES.• There ore a total of 71 surface parking stalls on the parcels surveyed- 60 standard parking stalls; 7 visitor parking stalls; 4 handicap parking stalls. ITEM 11: LOCAT70N OF U77LIRES: Utility locations were fleld located based upon substantial, visible, above ground structures, upon maps provided to the surveyor, or upon markings on the ground placed by utility companies and /or their agents. No warranty is given to the utility markings by others or that all underground utilities affecting this property were marked and subsequently located for this survey. A locate request was sent to Digger's Hot line per Diggers Hotline One -Call ticket numbers 20161003530, 20161003537, 20161003545, 20161003553, 20161003560, 20161003569, 20161108901, 20161108908, and 20161108917 Location of buried private utilities are not within the scope of this survey. With regard to Table A, item 11, source information from plans and markings will be combined with observed evidence of utilities pursuant to Section 5.E.iv. to develop a view of the underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. In addition, in some jurisdictions, 811 or other similar utility locate requests from surveyors may be ignored or result in on incomplete response, in which case the surveyor shall note on the plat or map how this affected the surveyor's assessment of the location of the utilities. Where additional or more detailed information is required, the client is advised that excavation and /or a private utility locate request may be necessary. NOTE: There were no visible field markings or plans depicting the location of the sanitary sewer line to the building. There were no visible field markings or plans depicting the water line to the building. ITEM 13: NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS. Names of adjoining owners have been noted on Sheet 1 and are based upon information obtained from the AccessDane website on March 18, 2016. ITEM 16.• EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCT70N, OR BUILDING REPAIRS: During the course of field survey work, there was no substantial, visible, observed evidence of recent earth moving work, building construction, or building additions of which the surveyor is aware. ITEM 17.• PROPOSED CHANGES TO R/W & EVIDENCE OF RECENT STREET /SIDEWALK CONSTRUCRON /REPAIRS.• During the course of field survey work, there was no substantial, visible, observed evidence of recent street or sidewalk construction or repairs of which the surveyor is aware. There ore no proposed changes in street right of way lines of which the surveyor is aware. 17FM 18: WETLANDS There were no delineation markers observed in the process of conducting the field survey work, and the surveyor was not provided with any information regarding a field delineation of wetlands as conducted by others. 17EM 19.• PLOTTABLE OFFS17F EASEMENTS OR SERVITUDES. Plottable offsite easements (if any) immediately adjacent to the Parcels surveyed have been shown. ITEM 21& : AREAS AFFECTED BY RECORDED RES7RIC77ONS OR ACCESS LIMITA77ONS TO BE IDEN77F /ED BY A DOCUMENT RECORDING NUMBER OR OTHER DOCUMENT REFERENCE. No plottable restrictions or access limitations pertaining to the parcel surveyed were referenced in the Title Commitment provided to the Surveyor. ITEM 21(4). INTERIOR LOT LINES, IF ANY, SHALL BE DEPICTED IF THE RECORD LOT LINE SURVEYS OR PLATS ARE PROVIDED IN THE 777LE COMMITMENT DOCUMENTS. There ore no interior lot lines referenced in the Title Commitment provided to the Surveyor. ITEM 21& . LOCA77ON OF ALL BUILDINGS AND IMPROVEMENTS, AS BUILT, AS MEASURED ON EACH SIDE TO THE NEAREST PROPERTY LINE. Dimensions of buildings to nearest property line have been shown. Dimensions for parking lots within the parcel surveyed have been depicted. ITEM 21 d : EN7RANCES TO AND EXITS FROM EACH BUILDING SHALL BE DEPICTED OR NOTED ON THE SURVEY. Entrances to and exits from the building have been depicted. 17EM 21 e : SUBSTAN7AL, VISIBLE WA TER RETEN770N AREAS AND STORM DRAINAGE S7RUC7URES SHALL BE SHOWN. DOWNSPOUTS OBSERVED DURING THE COURSE OF FIELD SURVEY WORK TO BE DRAINING ONTO ADJACENT PROPERTY FROM BUILDINGS LOCATED ON THE PARCEL SURVEYED, AND DOWNSPOUTS OBSERVED DURING 77IE COURSE OF FIELD SURVEY WORK TO BE DRAINING ONTO 77-IE SUBJECT PROPERTY FROM ADJACENT BUILDINGS SHALL BE SHOWN OR NOTED ON 77IE SURVEY. There were no substantial, visible water retention areas located within the parcel surveyed of which the Surveyor is aware. There were no observed downspouts draining onto adjacent property from the building located on the parcel surveyed of which the Surveyor is aware. There were no observed downspouts draining directly onto subject property from adjacent buildings of which the Surveyor is aware. THE FOLLOWING EXCEPTIONS AFFECT PARCELS A, B, C, D, E, F, N, S AND T.• EXCEPTIONS 34 THROUGH 37 These items have been intentionally deleted. THE FOLLOWING EXCEPTIONS AFFECT PARCEL N.- EXCEPTION 236: This item has been intentionally deleted. EXCEPTION 237. This item has been intentionally deleted. ®3 EXCEPTION 238. Right of Way Grant for Underground Electric to Madison Gas and Electric Company recorded in Volume 13419 of Records, Page 77, as Document No. 2166841, and as set forth on Certified Survey Map No. 8716. Document grants five (5) strips of land for easement purposes. Strips pertaining to the parcel surveyed hove been shown. Said easement further provides for Mid- Ploins Telephone, Inc., the right to install underground communication cables under, across, and through these strips. Refer to Document. ®3 EXCEP77NN 239: Right of Way Grant for Underground Electric to Madison Gas and Electric Company recorded in Volume 13902 of Records, Page 3, as Document No. 2187076. Document grants two (2) strips of land for easement purposes. One strip being ten (10) feet in width, the centerline of which is dependent upon the location of facilities as constructed. Said easement has been shown based upon markings in the field. The second strip being twelve (12) feet in width. Said easement has been shown. ®4 EXCEP77NN 240.• Utility easements as set forth on Certified Survey Map No. 8716. Easements shown on CSM 8716 ore per #2166841 or per Plot. Said easements that pertain to the parcels surveyed have been shown. 24 EXCEPTION 241: Eight (8) foot wide concrete walk as set forth on Certified Survey Map No. 8716. Sidewalk shown. ©4 EXCEP77NN 242.• Parking and Access Agreement recorded September 25, 1997, as Document No. 2891858. Allows for the right of access and non - exclusive use of all parking spaces, access roads and driveways from time to time located on Lots 1 & 2 of CSM #12148 and Lots 2 & 3 of CSM #8716. Surface parking spaces, access roads and driveway areas subject to this Agreement have been noted /depicted in the detail below. Determination of conformance to any restriction within the Document is not within the scope of this survey. Refer to Document. Amendment to Parking and Access Agreement recorded May 4, 2007, as Document No. 4305573. Document modifies Section 4 of the Parking and Access Agreement. 'At no time shall the available parking ratio at the Property.....be permitted to fall below a ratio of 3.2 parking spaces per one thousand rentable square feet. " Not plottable. Refer to Document. Affidavit of Correction recorded June 13, 2007, as Document No. 4320047 Affidavit corrects the descriptions of the parcels subject to the Parking and Access Agreement. Not plottable. Refer to Document. Affidavit of Correction recorded June 13, 2007, as Document No. 4320048. Affidavit corrects Note #1 of CSM 12148 to reference Document No. 2891858 and Document No. 4305573, (both documents listed above). ADD /AONAL NOTES• 1. This survey was prepared based upon information provided in the 77tle Commitment No. NCS- 780196 -MAD, dated May 9, 2016, as modified by Proformo dated June 3, 2016, Po /icy Number 780196 issued by First American Title Insurance Company National Commercial Services, 10 W. Mifflin Street, Suite 302, Madison, Wl 53703. 2. This survey is based upon field survey work performed on March 11, 14, 16 & 17, 2016. Any changes in site conditions after March 17, 2016 are not reflected by this survey. J. No attempt has been made as a part of this survey to obtain or show data concerning condition, or capacity of any utility or municipal /pub /ic service facility. For information regarding these utilities contact the appropriate agencies 4. Surveyor has made no investigation or independent search for easements of record, encumbrances, restrictive covenants, or ownership title evidence. 5. Only the boundary of Parcel N is included within the scope of this survey map. Lot 2 of CSM No. 12148 referenced as Parcel S, Lot 1 of CSM No. 12148 referenced as Parcel E and Lot 3 of CSM No. 8716 referenced as Parcel C are depicted for reference only. AL TAIN -c PS CERTIm 710N.• To AX Madison Greenway L.P.; U.S. Bank National Association, a national banking association, as agent, and its successors and /or assigns; Greenway Office Center, L.L.C.; Vonta Commercial Properties, L.L.C., and First American Ft /e Insurance Company. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, 16, 17, 18, 19, 20, 21(o), 21(b), 21(c), 21(d) and 21(e) of Table A thereof. The field work was completed on March 17, 2016. Kerbicher Associates, Inc. \ I I I I I l By Michael S. Marty \ ��`OB C O N Dated this 23rd day of May, 2016. ( MICHAEL S. MARTY S -2452 Michael S. Marty, P.L.S. No. 2452 :--V- NEW GLARUS, Q�_ %y�/� Wis. O Revised this 9th day of June, 2016 ��" yO % /// SURD ��01111110\ PA RKING & A CCESS A GREEMEN T EA SEMEN T DE TA IL + + + 4 + + + + + + + IL 14 e s a N � + � + - I- 7 t ++ + + + + + + + ma + t + + + + + + + + + y, + + + + +__+_ + _+ L U-IJ _+ L �1114t f. :rr ++ t t+ t t t t+ t t t t t+ + + + + + + + + + + t t t t t W�+1+MilJOJIJ + + + t i��. :'i.••' S� r '•gip + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ + + + + +ttt + + ++ + ++ + + + + + P + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + yr + + + + + + + + + + + + + + + + \`. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ! + + + + + + + + + + + + + + + + + \; + + + + + + + + + + + + + + + + + + + + `,� + + + + + + + + + + + + + + +1 T + + + + + + -�� + + + + + + + �.� �+ ' �+ + + _ + + + + + + 4• -- *- + + + + + + + + + + + t + t t t t t + t + t + + + + + t + + `. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + �+ + . -. + + t t + + +, T.+ + + + + + + + + ++ + �.. + + ++ + + + + �+ I+ ± + * + + + + + + + + + + + 1 + + + + + /+ I + + + + + + + + + + + + + + `� + + + + + �✓ -+ + + + + -4- + + + + + + + + + + + + + + + :+ t t + + + t t + ++ + �+ + + + + + + + + + + l t t t t + ++ t + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + +i �'Y+ t + + + + + + + + + + + + + ++ ++ T +�.� +� + + + ++ + ++ + ++ + + + + + + + + + + = =r- + + + + + + + + + + + + t + + + + + + + + + + "+ + + + + -T + + + + + + + + + + + + ± +_+ + + + + + +<o + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + +- I+ + + ++ + + ++ + + ++ + ++ + + + ++ ++ ++ + + ++ + + + + / \ + + + + + + + + + + + + . +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + I I CI I� I� I C F11 i i SUR VEYED FOR VANTA COMMERCIAL PROPERTIES, LLC clo JEFF LEE 708 HEARTLAND TRAIL, SUITE 1600 MADISON, WI 53717 SUR VEYED B Y.• VIERBICHER ASSOCIA TES, INC. BY MICHAEL S. MARTY 999 FOURIER DRIVE, SUI TE 201 MADISON, WI 53717 (608)- 821 -3955 mmar®vierbicher. corn TOPOGRAPHIC LINEWORK LEGEND EXISTING UNDERGROUND CABLE TV EXISTING UNDERGROUND TELEPHONE EXISTING BOULDER RETAINING WALL EXISTING CHAIN LINK FENCE *— * — * — *- EXISTING — " — " — "— EXISTING EXISTING -6 EXISTING - uE uE EXISTING - FM FM EXISTING SAN SAN - EXISTING ST ST - EXISTING —WIN wN — EXISTING EXISTING HANDRAIL WOOD FENCE FENCED TRASH ENCLOSURE GAS LINE UNDERGROUND ELECTRIC LINE SANITARY FORCE MAIN SANITARY SEWER LINE STORM SEWER LINE WA TER MAIN EDGE OF LANDSCAPING EM EXISTING WARNING PAD SUR VEY LEGEND X FOUND CHISELED "X" ® PUBLIC LAND CORNER AS NOTED QO FOUND 1 " 0 IRON PIPE ® FOUND 2" 0 IRON PIPE A FOUND P. K. NAIL QQ FOUND 1 114 " 0 IRON ROD • FOUND 314 " 0 IRON ROD )@( FOUND P.K. 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NO. S -633 Z^ W_ M U c Cl) V; 0 0,6 W H N Q3� o 0 °X H X ova W TES V N N � M N 504 U N 6,5 � • m a>i LU c w .,A- oa 01 a N a a W C •� C O S2 Z O C/) Q ?_ U LU CL IV o 0 OWw w vi w Z Z CL m Q Q Z 3 w < o) Z > Q p w LU `n w W 0 LU Z) :�E Q v7 Z w p Z w U w 7 Z LL LL Z Op= w�: OUP w w Cj U w W �F-Q � °o¢ a > ";f zQQ� - Q11J�N Z C) F_ w O ce NU F- Z O w UUw e Q v) o Z w �I` V) F- O J �EL w ^ °° w I..L w Z ca Q > 3 �o� w ZZ o ")= \ Q a w do P= Q �DeLU w mN > LU Z L N < Z w ~ w w w _ E2 :�EJ Z w =) UU> C, 0 Z �L_u ONo U J Q w O LL W J C)O� W - U O CY N CL w W Ix Z w O LU w W Q 0 0 Z w � U Z :� j o w � W w LU s O 0 1"=30' (24 "x36 ") DATE 5 -23 -2016 DRAFTER MMAR /AMEA CHECKED PKNU PROJECT NO. 160089 SHEET 2 OF 2 DWG. NO. S -633