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HSJ existing survey 2026-02-27GENERAL NOTES: / 1. The bearing system used is based on Carver County Coordinate System. / 2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO / MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. / 3. Subject property is identified as being in "Zone X. Other Areas" on Flood Insurance Rate Map No. STORM __M.H. 92 / 27019CO231D, effective date December 21, 2018. RIM=927.51 '�-_ _ _ 82y/ 12" RCP S INV.=924.5 _ -928- / 4. Site Area = 56,628 square feet = 1.300 acres. 12" PCP E-W INV.=917.9 C_B• _ PID: R: IVE 040 - - 9- - 5. Pursuant to Table A Item 9 there are a total of 13 striped parking stalls on saidproperty, of which / g2a.6 $a �� -92 �� RIM=939.03 P P 9 OWNER: IVERSENALFRED A &PMT CORPORATION / x_ -929 - ti - _ �\ �� 12. 5.00 FOOT there are 1 designated as handicap. 12" RCP INV.=934.4 g / -929- - - s3o- � � ��2 `� �� �o� �- AINAGE &UTILITY EASEMENT 10. 10 FOOT I /1 T A _4' - s31 _931--1- ,��g ,� PER DOC. NO. T72778 L_�/ I `1- / i � ---93i-- �- ` 310 ,'i 6. All field measurements matched recorded dimensions within the precision requirements of ALTA/NSPS DRAINAGE & UTILITQASEMENT / _ / - r - T - rt -931�9 , / specifications. �935- 9 - r PER PLAT OF _ / -g30- - 2 / �_- 3 -934=� \ , , NORTHEASTERLY LINE OF CHANHASSEN LAKES �� / goo° '\�Ja' ej i� 936 937_� - \fig / SOUTHWESTERLY 198.00 FEET 7. This survey was made on the �s 30 5 ��// � / � - ' � \ � 33� SNOW ,' � y ground and in accordance with the 2026 Minimum Standard Detail BUSINESS PARK / x9 ++ �--931- /// - - 9 \ `\�- , ,� OF LOT 3, BLOCK 1, Requirements for Land Title Surveys as adopted by ALTA and NSPS. / X93a 1j39-- ' �� �� STORAGE, i 5TH ADDITION `� \ / - - - -+2� �� a ,' 939.9X� \ �, �\ , i / CHANHASSEN LAKES `\ \ 931 /k oo/ g�p� \\ \ 936 \93s ,' /� �� BUSINESS PARK 5TH ADDITION 8. There is no observable evidence of cemeteries in the field or of record. 5�,i/g3i 939 X �f1 45. \ \ ,/ ,/ ♦/ �\\9\12 N 9s / i 94o�9s9 ,'�f\° \ te\�' / ��� 9. The surveyor was not provided zoning information by the client pursuant to Table A Items 6a or 6b. 932 11 ` 0 L ->3<3X '� 940. I o\ '� \ k� �� ,' PID: 251930030 10. In preparing this survey I have relied upon the supporting documents and the Commitment for Title �2 4X 9 � P P 9 Y P PP 9 36g/ 9 \�I Ro ,� \ ,� OWNER: 8020 PARK PLACE LLC Insurance issued b First American Title Insurance Company and Title Mark LLC havingan effective ��o� X940.9 mac\ \ 9\�� 9�9 �/� _ date of February 13, 2026 and bearing file number 2625270. i� 932.9X / i' /�/ g- i 41-0 3g3�,5GX9 Cl) O \ :tY \ \ \K� �� A L) T /1 r- I /1 T , C g J�� - ^ % g3 9 3.99 k77/gyp 938 \ /�9s41.1 `sR� o� ��sc o, o o�° ki� ,' \\-\ I \ I `/ i L _ �/ I �� 11. Distance to nearest intersection, approximately 600 feet westerly to Audubon Road. RIM=932.05 935� _ �- ��/ ! i / �i\A 474 EN o C� b•< 6 \ / -9j\� GR� a� 94p 0ac a i \ 12. There is no visible above round evidence of earth moving work building construction or building 12" RCP INV.=918.0 i- - ` / / e� ,o�i \ EP o. /'� \ 9 9 9 9 /- +! \ - / /9/ moo'/ / %X94 \�94 FR � s ^\ \ X940.> `\ additions within recent months. SNOW /` s38_ \9�9 ��\9�\ `/� %/ �o3.1 \\ ?� I 940.1X o� 4�23G '/ \ \\ STORAGE 13. The Surveyor is unaware of an proposed changes to street right of ways. There was no observed - �� / �� \ �� ����941�x✓ \ N \ \ \\ Yo Y P P 9 9 ys. / �940- 9q\ - j 9�� \ / \ \ \ \X9 \\ evidence of recent street or sidewalk construction or repairs while conducting the field work. / ��g4 Xg43.6 HOC\ \ A p0� 198 .O / 941.54G \ \ \ \� 9S \\ 8 / i 2- 9�3� g44_ - \ \ �941.0 \ �9A \ \ Ao 14. There are no easements or servitudes of record or any observed during the field inspection that i X a3. A \ 9 \ ,'' `� benefit subject property pursuant to Table A Item 18 except as shown. 8. / B.1 /�i / T 944 °�G \9 \\� �+ ���\ �� � �j / RIM J 942.6X a� ' \ s43.y1 R3 0 ` \ ' 9R/ \ �S0 poi �� �g494 X9 \ �� 15. There are no visible markings denoting wetlands as delineated by appropriate authorities. / RIM=941.70 �9RRa \ \ BITUMINOUS \ oa k�''\ ��c goo xg G // / / x 942.3sc c� �\ \ �� SOUTHWESTERLY LINE OF LOT 3, BLOCK 1, 'D CHANHASSEN LAKES °� BUSINESS PARK 5TH Ar)r11TIONI o \\ \ gq0 h6 s / �titi 1 �X I s\ \ � `� j 16. Subject property has direct access to and from Park Road, a public right of way. \944- \� ��' 9Q3 \ \ - �X s ' 4j9Y✓ 9 g4258G1/�000 1\ \ \ \ \�� �� „ „ ' s4 s3 ti. 1� e M o \ CSr 17. The Property as described is internally contiguous and contains no gaps, gores or overlaps. 6 - 4 e A � \ \ \ , EXISTING 944.43G�� 94� �c � 1 1 o ��/� Xo�ti. ° V A \ X941 i �� / BUILDING \ \ \ C�; 18. Elevation datum is based on NAVD 88 data. 443 94� i 40.85G �� °� / \ - \ \ \ \ \ \ I O HSJ Benchmark #1 is located Top Nut Hydrant (AS SHOWN ON SURVEY) 9Q 944.g ,g42 / 1420x/ 943 g4�� I \ � I � � \ � � �p \ \ I � � Elevation = 947.70 9x �k� 61 E - 4. 9 940.80G / /--,943.9 G 9R� 943. \ \\ F _ o �� g44.3944Yy c ��� s �� \ 3\ \ x I 19. Extreme snow and ice cover of subject survey area may cause some improvements to be non �9 �0 = 4 a o� \ �. �� 66• \ \� \ I visible at time of survey. 04 R1 943.37G 943-IX \ \ \ \ EL-944.8 \ 19 a X \ \ \ \� \ I ol E 943-36G A d 4 .9 BITUMINOUS \ X��s \ \ \ \ II _ ,X 5 �t STAIRS-, \ sQs°' \� \\ \ \ \ r' \\ \ \ \1 a \ y 1 \ 943.45G \1480 PARK ROAD x 1-STORY CONCRETE BLOCK BUILDING s436X \ \ 11\ oo \ FOOTPRINT AREA = 16,096 SQ. FT. 66 0��' �ti \\ �\ \ \ �xo° \\\ ' yh BUILDING IS 17.6 FEET IN HEIGHT AT THIS POINT- \ cp 944.6g0 ID \ 6 PART OF LOT 3 11. 4 8 ��� \ PY 6 44.8 943.64G v \ 65 BITUMINOUS 4. �\ N I� I I �/ /I g44.8 943. \. X 942' \\\ EL-944.84 : ' 943.66G O \ 44.7 :: a 7) \ g45 I \\ / L _ � �/ C OX \ J \ ! 3Q 942.13G PID: 251930031 \ w 44.7 °� d �c s41.g °' VI / , I/ 5 ��� tk 44.9 `t 4 / D \ 6) \ OWNER: TWO SIB PROPERTIES L �S• �rn 9423 p \\ �x I / \ 'O \ POST 944.8 0��' x / �32 1r /O�^ / � / \ 945.14G pE \ INDICATOR 944 X g47- / a` i/ e��� a1 \\ 94 - -I �` & GREEN I 4 gi /°j / X93 1- '`•� VALVE \ � 941.95G �'\ 9 \ 53x \p. �k 94 9X �\ AREA 94Q/ o W\ �OP 5�x X \\ o \\ V Pi s j� vv 945.3X SIGN ��' � � ` -� IQ y / X 94C.16 a 'mac g40.62G/ / 9 \ BITUMINOUS 945 o 66G 916 \ \ XINX oj2 X J \` �/ L I /1 T i X \ 0 9X\ \ 0 ' O� -946 g46 944Z j.f \ Co i / 946.2 945.8X , p\ �9� 9 j � 7 \ \ o� KX 9t"D / 6� g O/4� 8X 9hG / / X938s` I \I� n�O \\ / \ I 0 00 x� 6 g 40. ^' 4g i / /k4 4° go // q PID: 256420010 \ � � E o� �6. g47.2x� '\ ke // 9/k�/ems ssG �� OWNER: IVERSENALFRED A & PMT CORPORATION \\ 946.02G i' 9 \VJ 1 - 9,\7.1 k1/ / /9�G / /� 9g/ f 6 / X93g.9 � \ 0 X/ \''7 X94� 4 i9 X -AC 947.63(3 O \ ,' ��'' \ X9\ \\, 0�1 94> g46 � �v X o v 94 /��/ii s 942 G 12. 10.00 FOOT X94y 8/6/ �/� / \ 42.>gG ��\ S I I O / �- \ 00� P/v � W� o � / AINAGE &UTILITY EASEMENT �\ _ \ / PER DOC. NO. T72778 \ , 946.20G / \ \/ 943 $� F 942.4 12. 5.00 FOOT vv. h°� ��� I o -A/ 943 �� \ I DRAINAGE & UTIL86TTY EASEMENT -�\\ �a / / �\ ------ �s ------ - /W 94� PER DOC. N0. T72778 -1SC941.6 / 9 \� \ \\ / �6 g�5 / / 44 9/� \�)\ �9 � I `' %`�� `A1 ` HSJ BENCHMARK #2 944, rn 1 I I / ga' ++ `- TOP OF NAIL 9 G 43.04 1 �w / 1 Qc 22 ELEV.=940.07 /.. BITUMINOUS \\ / 946. p4G - 946- _ �945. > \ � W < � \ �� / 1/ S / RIM=941.77 tp ICE FILLED ) `W �y / VICINITY MAP 945.98G / \ S_A_N. _M.H.__ / RIM=945.16 \�\ HSJ BENCHMARK #1 PRINCE ROGERS NELSON MEM HWY \ / INV.=928.2 �` TOP NUT HYDRANT MN 5 r-SITE / \\ ELEV.=947.70 HSJ BENCHMARK #3 Z FZD � TOP OF NAIL m pm PPR� m / ELEV.=946.82 Z oty F N Q a. M SURVEY PERFORMED BY: HARRY S. JOHNSON CO. INC. LAND SURVEYORS & CONSULTANTS 9063 Lyndale Avenue South Bloomington, Mn. 55420 (952) 884-5341 (952) 884-5344 Fax Email: tom©hsjsurveyors.com Web: www.hsjsurveyors.com ti J� NOT TO SCALE ill 30 15 0 30 60 90 SCALE IN FEET LEGEND • Property Corner . .. . . . .. . .... . ...... .. Concrete Concrete Curb ->< Fence ---�W Underground Electric Underground Telephone w w w Water - �- Gas �a Sanitary Sewer © Storm Sewer Electric Meter E❑ Electric Box Hydrant ® Unknown Manhole Gate Valve ® Catchbasin Catchbasin 16" 8 0 -----946--- X 940.29G X 946.2 Deciduous Tree (Dia. in In.) Coniferous Tree (Dia. in In.) Light Pole Gas Meter Telephone Box Sanitary Manhole Storm Manhole Existing Contour Existing Spot Elevation Gutter Existing Spot Elevation LEGAL DESCRIPTION That part of Lot 3, Block 1, CHANHASSEN LAKES BUSINESS PARK 5TH ADDITION, according to the recorded plat thereof EXCEPT that part lying northeasterly of the southwesterly 198.00 feet thereof, Carver County, Minnesota. NOTES CORRESPONDING TO SCHEDULE B: 9. Taxes for the year 2025 and prior years are paid in full. Taxes payable for the year 2025 were in the amount of $35,572.00. Base tax amount $35,004.25. Tax No. 25.1930031. Carver County tax records indicate property is commercial/industrial for taxes payable in the year 2025. Taxes payable in 2026 are not yet available. 10. Utility and drainage easements as shown on the recorded plat of Chanhassen Lakes Business Park. ER THE PLAT OF CHANHASSEN LAKES BUSINESS PARK 5TH ADDITION, AS SHOWN ON SURVEY) 11. Site Plan Review filed August 22, 1985 as Document No. T43934. (NOTHING TO GRAPHICALLY SHOW) 12. Grant of Permanent Easement in favor of City of Chanhassen filed May 26, 1992 as Document No. 2778. (AS SHOWN ON SURVEY) 13. The Company has searched the records at the Secretary of State's office and finds the following companies in good standing: Two Sib Properties, LLC and Steinhagen Properties, LLC 14. INFORMATION NOTE ONLY - NOT PART OF A POLICY. The commitment was typed by dcb/bmr on 02/19/2026. Matters pertaining to taxes, financing, leasing, liens and other encumbrances referenced in said title commitment but not ordinarily presented in plat format are beyond the scope of this survey and are not addressed hereon. Please refer to said title commitment and related documents for details on such matters. STATEMENT OF POTENTIAL ENCROACHMENTS: There are no visible above ground encroachments over or across any property lines of subject property. D TITLE SUFIVLzy ALTA/NSPS w/ELEVar1oNs for: AL STEINHAGEN PROPERTIES LLC SITE: 1480 PARK ROAD CHANHASSEN, MINNESOTA CERTIFICATION: To Steinhagen Properties, LLC; Two Sib Properties, LLC, a Minneosta limited liability company; First American Title Insurance Company, and Title Mark, LLC: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2026 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(b), 7(c), 8, 9, 11, 13, 14, 16, 17, 18 and 20 of Table A thereof. The field work was completed on February 24, 2026. Date of Plat or Map: February 27, 2026 G--' f j Z2 Th mas E. Hodorff, L.S. Minn. Reg. No. 23677 Revision History Page 43 Sheet No. Book �76 1 OF 1 Cpo Teah�i_°n W.O. Nu 6137 C File No. 2026-137 20 ■ U E Z � 0 w ■ O U Z O ~ "1 Z LU co Q J:C1) ZJ Z 00 a Uav 8" .C/31LL Z T o Z >-2W) �W > -9 CM �0)j90 QD�LU Z Z$= =5Mn CAD File: 2026137 Path: S2/JOBS/2026137/DWG/