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1 <br />OF <br />1 <br />Said easement for <br />DATE:02/22/2022 <br />SHEET NUMBER: <br />Said permanent & temporary easements for roadway, drainage andSaid easement for ditch purposes affects the subject property and are <br />PROJECT NUMBER: 0034494 <br />Said easement for drainage and utility purposes affects the subjectSaid easement for sanitary sewer purposes affects the subject propertySaid easement for drainage and utility purposes <br /> affects the subject <br />Said easement for sanitary sewer purposes affects the subject property and <br />Said temporary easements for roadway, drainage and utility purposes terminated as <br />Said easement for sanitary sewer purposes affects the subject property and is depicted <br />possible from information available. The surveyor has not physically located the underground utilities. (State property and is depicted hereon.property and is depicted hereon.2339191.009 <br /> (A). <br />MN304245/214029-NCS having an effective date of October 1, 2021 at 7:00 am.Flood Hazard, Areas of 1 % annual flood with average depth less than one foot or with drainage areas of lessthan <br /> one square mile), Zone A (Without Base Flood Elevation) & AE (With Base Flood Elevation or Depth)when scaled from Flood Insurance Rate Map Community - Panel Number 27003C0366E dated <br /> 12/16/2015.(Table A Item 3)surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area,either in service or abandoned. The surveyor further <br /> does not warrant that that the underground utilitiesshown are in the exact location indicated although he does certify that they are located as accurately asOne Call Ticket Nos. 220310577, <br /> 220310606, 220310634 & 220310649). (Table A Item 11a)moving work, exterior building construction or building additions. (Table A Item 16)or sidewalk construction or repairs. (Table <br /> A Item 17)subject property, the surveyor is not aware of any off site easements or servitudes other than shown hereon.(Table A Item 18)throughout the contract term. A Certificate of <br /> Insurance can be furnished upon request. (Table A Item 19)subject property. There is a possibility that existing improvements that would normally be observable withoutthe snow cover <br /> may exist.Interstate Highway 35E milepoint 123.40, 50.1 feet south of County Road 14 eastbound, 1.5 feet north of awitness post. Elevation=931.458. (NAVD 88)Document No. 1354080.0 (A). <br /> Consent of Easement Holder to Subordinate Drainage and Utility Easement to Sanitary Sewer Easement,executed by the City of Centerville, dated November 15, 1999, recorded November 19, <br /> 1999, as Document No.hereon.Document No. 1455073.0 (A). and is depicted hereon.Document No. 1468569.0 (A). Document No. 1992466.009 (A). utility purposes affects the subject property <br /> and are depicted hereon.Partial Vacation of Easements dated September 8, 2021, recorded October 4, 2021, as Document No.of October 4, 2021 and are not depicted hereon.Document No. 2145628.001 <br /> (A). depicted hereon.dated August 11, 2016, recorded August 12, 2016, as Document No. 2145628.003 (A). drainage purposes affects the subject property and are depicted hereon.Document <br /> No. 341326 (T). are depicted hereon. <br />1470492.0 (A). <br />Parcel 1:Anoka County, Minnesota, as measured at a right angle to the South line of said Northwest Quarter.Abstract PropertyParcel 2:Minnesota, which lies northerly of the South 662.45 <br /> feet of said Northwest Quarter as measured at a right angleto the South line of said Northwest Quarter.Abstract PropertyParcel 3:lying easterly of the centerline of County Road No. <br /> 54, Anoka County, Minnesota.GENERAL NOTES 2. The address of the surveyed property is Unassigned. PID Nos: 24-34-22-32-0003, 24-34-22-32-0002 &23-31-22-41-0054. (Table A Item 2)3. <br /> Subject property appears to be classified as Zone X (area of minimal flooding), Zone X* (0.2% Annual Chance4. Subject property contains 1,773,859_ Sq. Ft. or 40.722 Acres. (Table A <br /> Item 4)5. No Zoning information provided by the client. (Table A Item 6 (a)6. All exterior building dimensions are shown at ground level. (Table A Item 7 (a))8. There are no party <br /> walls with respect to adjoining properties. (Table A Item 10)9. The underground utilities shown have been located from field survey information and existing drawings. TheItem 14)SCHEDULE <br /> B II TITLE ITEM NOTES commitment.Items 1-11 & 19 are not survey matters.SURVEYOR'S CERTIFICATE To: Ryan Companies US Inc.,Rehbein Properties and Chicago Title Insurance Company:This <br /> is to certify that this map or plat and the survey on which it is based were made in accordance withthe 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly <br /> establishedand adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a)(b1)(c), 8, 9, 10, 11, 13, 14, 16,Date of Plat or Map: 02/22/2022 <br /> Mathew J. Welinski, PLSMinnesota License No. 53596matt.welinski@westwoodps.com <br />LEGAL DESCRIPTION The South 662.45 feet of the Northwest Quarter of the Southwest Quarter of Section 24, Township 31, Range 22,The Northwest Quarter of the Southwest Quarter of Section <br /> 24, Township 31, Range 22, Anoka County,That part of the South Half of the North Half of the Southeast Quarter of Section 23, Township 31, Range 22,Torrens Property (Certificate of <br /> Title No. 94125)1. This survey was prepared using Chicago Title National Commercial Services Title Commitment Number7. Subject property contains 0 parking stalls. (Table A Item 9)10. <br /> Adjoining owners shown per Anoka County tax records. (Table A Item 13)11. Subject property lies in the NE quadrant of the intersection of County Rd. No. 54 and Fairview Street. (Table <br /> A12. As of the date the field work was completed for this survey, there was no observable evidence of current earth13. As of the date the field work was completed for this survey, there <br /> was no observable evidence of recent street14. Based on the information contained within title commitment listed above and a physical inspection of the15. Westwood Professional Services, <br /> Inc. has obtained a Professional Liability Insurance policy to be in effect16. Field data collection on which this map is based was performed while snow was covering all or part of <br /> the17. Bearings based on the Anoka County coordinate system, (NAD 83 - 1986 Adjustment).18. Benchmark: MnDot 0282 S. In Lino Lakes, at the junction of Interstate Highway 35E and County <br /> 14, atThe following notes correspond to the numbering system of Schedule B II of the above mentioned title12. Grant of Easement in favor of the City of Centerville, dated May 26, 1998, <br /> recorded July 6, 1998, as13. Easement in favor of the Metropolitan Council, dated August 26, 1999, recorded September 9, 1999, as14. Grant of Easement in favor of the City of Centerville, <br /> dated July 22, 1998, recorded November 10, 1999, as15. Grant of Easement in favor of the City of Centerville, dated March 21, 2007, recorded April 18, 2007, as16. Easement in favor <br /> of the Rice Creek Watershed District, dated August 11, 2016, recorded August 12, 2016, as17. Declaration for Maintenance of Waterbody/Channel Structure in favor of the Rice Creek Watershed <br /> District,18. Easement in favor of the Metropolitan Council, dated August 26, 1999, recorded September 9, 1999, as17, 18 and 19 of Table A thereof. The fieldwork was completed on February <br /> 9, 2022. <br />SITE <br />ALTA/NSPS <br />(NOT TO SCALE) <br />00.03 <br />00.03 <br />Land Title Survey <br />VICINITY MAP 5 <br />5 <br />.. <br />5 <br />T <br />1 <br />3 <br />S <br />1 <br /> <br /> <br /> <br /> <br />W <br />" <br />5 <br />W <br />4 <br />' <br />E <br />7 <br />I <br />3 <br />° <br />1354080.0 (ITEM NO. 12) <br />V <br />EASEMENT PER DOC. NO. <br />UTILITY & DRANAGE1468569 (ITEM NO. 14)8 <br />EASEMENT PER DOC. NO. <br />8 <br />R <br />S <br />UTITLITY & DRAINAGE <br />I <br />A <br />F <br />SANITARY SEWER EASEMENT PERDOC. NOS. 1470492.0 (ITEM NO. <br />00.56 <br />12) & 1455073.0 (ITEM NO. 13) <br />ROADWAY, DRAINAGE &NO. 1992466.009 (ITEM NO. 15) <br />0UTILITY EASEMENT PER DOC. <br />00.06 <br />0 <br />LINE 310.00 FT. N. OF THE S.LINE OF THE NE 1/4 OF THE SE. <br />1/4 OF SEC. 23, TWP. 31, RGE. 22 <br />0 <br />4 <br />FEMA BOUNDARY LINE <br />SANITARY MANHOLESTORM MANHOLECATCH BASINFLARED END SECTIONCULVERTHYDRANTGATE VALVECABLE TV BOXTREE LINECABLE TELEVISION LINESANITARY SEWERSTORM SEWERCURB & GUTTER <br />1" = 60' <br />0 <br />00 <br />.00. <br />NOT TO SCALE 03 <br />0 <br />.0 <br />3 <br />0 <br />CAST IRON MONUMENTFOUND MONUMENT (SEE LABEL)SET MONUMENT 15.45 <br />60120180 4 <br />0 <br />0 <br />N89°23'31"W <br />. <br />0 <br />S <br />3 <br />0 <br />CTVSANSTO <br />0 <br />EASEMENT DETAIL. <br />65.00 <br />060.00 <br />3 <br />L <br />3= <br />12 <br />08. <br />0 <br />0.521 <br />=R <br />81 <br />LEGEND 06 <br />80. <br />= <br />Fire Hydrant in the northeast corner of surveyed property°9 <br />'45 <br />54 <br />" <br />CO. RD. NO. 54 <br />0 <br />1 CENTERLINE OF <br />POSSIBLE ENCROACHMENTSPOSSIBLE ENCROACHMENTS <br />(ITEM NO. 18) <br />4 <br />5 <br />. EASEMENT PER <br />O <br />N <br /> <br />. <br />50.17 SANITARY SEWER <br />D DOC. NO. 341326 <br />R <br /> <br />Y <br />T <br />N <br />U <br />O 12701 Whitewater Drive, Suite #300 <br />C <br />N09°50'45"W <br />(952) 937-5150(952) 937-5822Minnetonka, MN 55343(888) 937-5150 <br />F <br />O2F <br />E <br /> <br />2 <br />4O2 <br />H <br /> <br />.E <br />/ <br />T2 <br /> E4 <br />1 <br /> H. <br /> / <br />G <br />FTE PhoneFax <br />1 <br /> <br /> <br />R <br />WG <br />O <br />,F <br /> S <br />R <br /> W <br />1 <br />R <br />, <br />EOS <br />3 <br />E1 <br /> <br />H.E <br />R <br />3 <br />N <br />TP <br />E <br /> H. <br />R <br />FTP <br />N <br />W <br />O <br />R <br />TF <br />O <br /> W <br />C <br />, <br /> <br />T OT <br />4O <br />E4 <br />/A, <br />C <br />2 4 <br />N1 4 <br />WN/ <br /> .E <br />2 <br />A <br />ES1 <br />CDRAINAGE EASEMENT PERDOC. NO. 2145628.003 <br />S(ITEM NO. 17) . <br />W <br />ERE=904.84IE 8" PVC=883.75 <br />HE <br />C <br />S <br />TNW <br />E <br />H <br />NIAMECROF <br />S <br />TN <br />(40 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) <br />SANSANSANSANSANSANSANSAN <br />O <br />STO <br />T <br />S <br />40 <br />21ST AVENUE S. <br />WATWATWAT <br />WATWATWAT <br />WAT <br />40 WATWATWAT <br />WAT <br />WATWATWATWATWATWATWATWATWATWATWATWAT <br />C <br />SEKAL ONIL FO YTIC FO STIMIL YTI.3231 E"80'31°00S <br />77 <br />SANSAN <br />SANSANANSANSANSANSANSAN <br />SANSANSSAN <br />SANSANSANSAN <br />8" PVC SANSANSANSANSAN <br />SANSAN <br />1/4 OF SEC. 24, TWP. 31, RGE. 22 <br />0 <br />0 <br />. <br />WATWAT 5 <br />ELLIVRETNEC FO YTIC FO STIMIL YTIC2 <br />E. LINE OF THE NW 1/4 OF THE SW <br />STOSTOSTO <br />STOSTO <br />OSTOSTO <br />STOSTOSTSTO <br />O 0 <br />0 <br />. <br />T <br />0 <br />S 2 <br />PK NAIL <br />1 ZONE AE <br />RE=904.03 <br />RE=904.58 <br />RE=906.20 <br />AE <br />FLOODWAY <br />IE 8" PVC=890.64 <br />IE 8" PVC=888.86 <br />. <br />IE 8" PVC=883.79 <br />0 <br />5 <br />R. <br />2 <br />4 <br />ZONE <br />D <br />0 <br />5. <br />2 <br />4 <br />(ITEM NO. 16) <br />E <br />NO. 2145628.001 <br />JUDICIAL DITCH 3 <br />C <br />EASEMENT PER DOC.APPARENT EASEMENT FOR <br />R <br />STREET & UTILITY PURPOSES(NO DOCUMENT PROVIDED) <br />ZONE X <br />E <br />Centerville, MN <br />M <br />M <br />PROJECT BANJO <br />O <br />LS CAP NO. 15480 <br />C <br />385.00 <br />10" THICK=900.93 <br />TOP OF 10 FT. RCP ZONE A <br />ZONE X* <br />OWNER: SHEEHY CONSTRUCTION CO <br />2 <br />2 <br /> <br />. <br />E <br />G <br />R <br /> <br />, <br />1 <br />3 <br /> <br />. <br />P <br />W <br />T <br /> <br />, <br />OWNER: SUTTON PROPERTIES LLC <br />4 <br />2 <br /> <br />. <br />3 <br /> <br />30 <br /> C30 <br />. <br />E <br />OS <br /> <br />TOP OF SLOPE <br />NF <br /> <br /> <br />O <br /> <br />H. <br />T <br />T A <br />C <br />5 <br />ZONE X* <br />F <br />T <br />W <br />I 5 <br />. <br />5 <br />D <br /> 4 <br />5 <br /> . <br />TOP OF SLOPE <br />L <br />2 1 <br />A6 <br />I 3 <br />6 <br />C <br />.1 <br />I <br />S <br /> <br />D <br />E <br />U <br />J W <br />H <br /> <br /> " <br />T <br /> <br />K <br />5 <br />F <br />E T <br />4 <br />EO A <br /> ' <br />R <br />E W <br />7 <br />C <br /> <br />N <br /> 3 <br />I <br />RL° <br /> <br />E. <br />8 <br />T <br />N 8 <br />A <br />S <br />W <br />R <br />A <br />E <br />L <br />C <br />2 T <br />A <br />2 <br /> <br />. <br />W <br />E <br />G <br />R <br />ZONE AE <br /> <br />, <br />1 <br />3 <br /> FLOODWAY <br />. <br />P <br />W <br />T <br /> <br />, <br />4 <br />) <br />T <br />2T <br />5 <br /> A <br />. <br />N1 <br /> W <br />C <br />E. <br />E <br />O <br />SMIE=901.02 <br /> 3 <br />E <br />N <br />F <br />S <br />0 <br />. <br />OA <br />M <br /> <br />4 E <br />E <br />4 <br />T <br />/1 <br />YI <br />1( <br />T <br /> 3 <br />I <br />9 <br />L <br />1 <br />I <br />W <br /> 0 <br /> T <br />S <br />0 <br /> <br />. <br />E U <br />E <br /> 6 T <br />" <br />A <br />H6 <br />& <br />T 4 4 <br />W <br /> <br />E2 <br />5 <br />F <br />' <br />PARCEL 2 G9 <br />O PARCEL 1 9 <br />5 A <br /> <br />1 <br />4 <br />5 N <br />. <br />/ <br />I <br />° <br />1 <br />AO <br /> <br />8 <br />R <br />N <br />8 <br />W <br />ZONE X D. <br /> <br />, <br />NC <br />N <br /> <br />Y <br />EO <br />A <br />HD <br /> <br />T <br />TW <br /> <br />R A <br />FD <br />E <br />W <br />A <br />OP <br /> <br />O <br />E <br />R <br />N <br />I <br />L <br /> <br />. <br />N <br />) <br />Y <br />ZONE X* <br />A <br />T <br />W <br />A <br /> <br />W F <br />O <br /> <br />T <br />H <br />OWNER: CITY OF CENTERVILLE <br />G <br />I <br />R <br /> <br />ZONE X* <br />C <br />Minneapolis, MN <br />I <br />L <br />B <br />U <br />T <br />P <br />A <br />W D <br />E <br />T <br />A <br />C <br />I <br />D <br />E <br />D <br /> <br />E <br />D RYAN COMPANIES US, INC. <br />I <br />T <br />W <br />A <br />. <br />W T <br />F <br /> <br />0 <br />3 <br />( <br />54.266 <br />ZONE AE <br />T <br />A <br />W 2 <br />W2 <br /> <br />S. <br /> <br />E <br />E <br />G <br />H <br />R <br />T <br />T <br /> , <br />N F1 <br />A <br />3 <br />E O <br />S <br /> <br />. <br />4P <br />O <br />/ <br />T <br />E <br />1 PREPARED FOR: <br />W <br />S <br />T <br />T <br /> <br />, <br />A W <br />R 4 <br />W N <br /> 2 <br /> <br />E. <br />T C <br />H <br />E <br />T <br /> S <br /> <br />F <br />S <br />F <br />ZONE X* <br />O <br /> <br />O <br /> <br />E <br />SAN 4 <br />2N/ <br />2 <br />I <br />2 <br />1 <br />2L <br /> <br />. <br />. . <br />E <br />ES <br />ZONE X*T <br /> <br />G <br />G <br />A <br />R <br />R <br /> <br /> W <br />, <br />, <br />1 <br />1 <br />3 <br />3 <br /> <br /> <br />. <br />.W <br />P <br />P <br />W <br />W <br />E <br />T <br />T NSTO <br /> <br />, <br />,A I <br />4 S <br />3 <br />2 <br />2 <br /> <br /> <br />. <br />. <br />V <br />C <br />C <br />E <br />E T <br />S <br />S A <br /> <br /> <br />R <br />F <br />W <br />F <br />I <br />O <br />O <br /> <br /> <br />4 <br />4 <br />/ <br />/ <br />1 <br />1 A <br /> <br /> <br />E <br />W <br />S STO <br />F <br />S <br /> <br />E SAN <br />E <br />H <br />TOP OF SLOPE03 <br />H30 <br />T <br />T <br /> <br />F <br />F <br />T <br />O <br />A <br />O <br /> <br />4 W <br />4 <br />/ <br />/ <br />1 <br />1 <br /> ZONE X* <br />E <br />W <br />N <br /> <br />N O <br />E <br /> T <br />N <br />S <br />EH <br />A <br />T <br />H S <br /> <br /> <br />T <br /> F <br /> <br />F <br />O <br /> <br />O <br />T <br /> R <br />TOP OF SLOPE <br />A <br />E <br />R <br />E W <br />N <br />R <br />N <br />R <br />O <br />OC <br /> <br />C <br />E <br /> O <br />T <br />N <br />N <br /> SEE S <br />W <br />A <br />E <br />IE=897.62 <br />RIGHT OF WAY MONUMENT S <br />N <br /> H <br />ET <br />DETAIL <br /> <br />HLS CAP NO. 15480 <br />T <br />A <br />W <br />& <br />T1/2" OPEN PIPE <br />1/4 OF SEC. 24, TWP. 31, RGE. 22 <br />T <br />A <br />W <br />EASEMENT <br />W. LINE OF THE NW 1/4 OF THE SW <br />LS CAP NO.ILLEGIBLE <br />TOP OF SLOPE <br />IE=900.27 <br />TOP OFSLOPE <br />N <br />A <br />S <br />TOP OF SLOPE <br />NSTO <br />AS 73.566 W"03'90°00N <br />OWNER: LAKE AREA UTILITIES INC1 HCN <br />ARB ,74 . <br />ON HCT T <br />ID YTN N <br />UOC <br />AN <br />NA <br />AS <br />SA <br />W <br />ZONE AE <br />S <br />NA <br />S <br />0 <br />NA <br />S <br />PARCEL 3 <br />0 <br />. <br />N <br />AS TOP OF SLOPE <br />0 AN <br />NOS <br />AS <br />T <br />3 <br />O <br />S <br />AN <br />TNS <br />0 AS <br />S <br />N <br />OAS <br />5 <br />T <br />N <br />SA <br />SN N00°04'00"E 296.00 <br />AS <br />=L <br />23 SAN <br />N 8.1 <br />AS 0 <br />TNAS <br />AAN <br />WNAANSV <br />SST <br />NASC <br />NA <br />SAN=R SAN <br />NS 681 O <br />NAS.0 CTV REVISIONS: <br />AS 80 T <br />ANSANAN 15.45 <br />SANSANSSTS <br />SANSAN <br />NASSAN <br />CTV <br />A <br />TNASSAN 9= <br />A 45° <br />WNAS 4' <br />"5 <br />NA 50 TV <br />SNCW <br />NSA <br />ASCTV IE=897.79 O <br />SANCTVSANCTV <br />IE=900.21IE=896.96 <br />SANSANT <br />SAN <br />SAN NIAMECROF S <br />TSAN <br />A <br />W <br />O <br />T <br />STA <br />W <br />O <br />AT <br />W <br />T <br />STO N89°23'31"W <br />S <br />0 ZONE X* <br />LS CAPCENTERLINE OF CO. RD. NO. 54 T <br />A <br />W <br />6 <br />TA <br />W(VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) <br />TOP OF SLOPE 50.17 <br />AT <br />W <br />NO. 15480 <br />WATWATWAT <br />WATWATWATWATWATT <br />AWWATWATWATWATT <br />WATWA BJY <br />49.24 <br />12" WATERMAIN MJW <br />COUNTY RD. NO. 54 50 <br />60 <br />N09°50'45"W <br />S89°27'20"E EGJ/CAH/JFW <br />IE=900.54 <br />IE=898.32 <br />WAT <br />STREET <br />CENTER CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE:02/10/2022 <br />© 2022 Westwood Professional Services, Inc. <br />N:\\0034494.00\\OUTGOING VECTOR\\220222 0034494V-SURV-ISSUED.DWG <br /> <br />