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Certificate of Survey931.7 931.4 930.9 930.4 930.1 1_ 931.5 931.1 CX_EK W -x_.. 9301 .79", OOD DRIVE FND PK NAIL / I/2' x 3 930.5 930.5 929.9 930.5 ��- FND IP / CAP DESTROYED 930.6 INV= 928.4 '930.4 930.2 SDP x 929.9 FND 1P 1/2 NORTH LINE OF THE 930.9 SOUTH 572.00 FEET20" x 929.5 929.6 S87"56,'08"E 152.45 FIP 40344 930.0 930.2 20" x 929.5 929.3 928.8 ROCK I INV_`_ 1 x 928.1 "7 i 928.4 1 16 928.1 / I I 928.3 FND PINCH TOP 3/4" SWI \\i ROCK Q I 16"� ROCK +- 927.8 x POSE 1 928.3 I x x x 929.1 / 9� ra0 928.5 / p¢ cP `\C 1 ,, 927.6 I n rn j� 30 928. I 928.3 N � S 1 x 927.2 I fir' 929.0 � / I x /Ice r� 927.2 �/ o SAND SAND "n k/ 1 927.0 928.7 ROCK BAS 30" ROCK \10926.6 927.3 1 x 926.7 / 927.0 1 928.9 x x 928.9 \� SAND / I x 926.8 I SAND 92 POSEO 1 928.4 / A x. �.� 0 x �$ \ ' o. j PR EP��O I ROCK �Q0 SAND 1�-ese"-e7_5asa-ems-ems+29.0 \ FOS SFO 928.8 CK 928.7 g�g 5� C 925.4 -1 ROCK x 925.8 `6' 12" / 929.2 $ 14' x I t 927.3 x 928. 9a9 9 929 s 926.7 I6 �/"� \ - 51925.9 1 � .. 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TANK I N 01 I 889.6 , 923.7 ° I I 44,4 931.0 1931.4 ELM 22" fr 1 I 931.4 t 925.0 x 927.4 / 921.0 x 922.8 x 924.2 1 1 x 931.0 !J 0� x 925.0 � 927.5 e�-ems-� �-esu BMJ i 929.4 Y x 929.9 920.9 924.2 I I 927.0 921.7 O FI140344 x 930.0.-..--. - F1 924.7 _ a, =x 92o-5�r�92z.z S87056'08 152.45 1152.45 9 j 892.4 rap 00 �x 924.0 - x x x x X �- FENCE N -WOOD f J � 00 n x 929.3 � x 929.8 x 929.5 930.2 x 929.2 930.3 ( I ! 930.7 x 929.1 \}\ X 929.3 ( ( x 929-4 POP 12 ( 929.5 I POP 12" 929.8 X 29.8 ---- 355.85 -------- -------- IO' 929.9 0 N 00 � � 929.8 C6 O 00 z P 101, 9.9 0 N � I ,- Ln f x 930.3 P 10" (D z �' 0.1 C'4 x 930.1 w x o `cn_ o Q w If P 10" 0.2 O o' 15" 930.7 ------33------� M I0 I 931.0 I x 930.1 0 0 x 930.5 930.8 930.4 931.4 931.6 931.4 q 930.6 ' 931.0 O x 930.6 930:2 930.7 O 930.7 x 929.7 4 ✓`' �°ti 930:7 930.3 r ` W x 929.7`, 930. OAK 14" x99.1 � 0.1 r ` I 930.5 �J i4 930.0 OAK 12" x 929.21' 929.5 ( x 929.1 j 7 P 40344 0929.3 ,` 930.3 29.0( p FND IP 3/4" (''Z18" i/ 929.8 - _ 928.8 x 928.7 C-� 929.3 f I � J x 928.7 x 928.8 930.2 j x 898.4 I JJJ FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed AT, BB CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 3rd day o uly, 2018. J JA AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY ismer DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 07/23/2018 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com 929.7 C����RS SURF 4- N (P w 4:�7 04,F� 931.4 LW c° " �- r= I 0 W `° Z N J V H U) w O i i I i 931.2 FND IP I/2" �} 933.1 1 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM DESCRIPTION OF PROPERTY SURVEYED (Per W.D. Doc. No. A532084) The west 152.3 feet of the east 355.85 feet of the north 286.0 feet of the south 572.0 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 of SE 1/4) of Section 26, Township 116, Range 23, Carver County, Minnesota. STANDARD NOTES 1) Site Address: 821 Creekwood Dr, Chanhassen, MN 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Parcel Area Information: Gross Area: 43,600 s.f. - 1.001 acres 4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 1009 A which has an elevation of: 911.14 feet (NAVD88). 5) Zoning Information: The current Zoning for the subject property is A2 (Agricultural Estate District) per the City of Chanhassen's zoning map dated July 24, 2017. The setback, height, and floor space area restrictions for said zoning designation were obtained from found on their web site on the date of xxxxxx and are as follows: Structure Setbacks - Front: 50 feet Side: 10 feet Rear. 50 feet Buff: 30 feet Height: 35 feet/ 3 stories Hardcover: 20 percent of lot area Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. We have not received the current zoning classification and building setback requirements from the insurer. 6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 7) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 8) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 9) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 10) Proposed grades shown adjacent to building foundation refers to top of black dirt. 11) Verify sanitary service invert prior to any concrete work. NO RI \.\ Bearings are based on the Carer County Coordinate System (NAD 83 -1986 adj.) 20 10 0 10 20 40 SCALE INFEET I SURVEY LEGEND O CAST IRON MONUMENT WOE WALKOUT ELEVATION LBITUMINOUS ® CATCH BASIN FIFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE 4 x� g EJ GFE C I NM1 O M e ITE TOF I T CONCRETE CURB < s § LOE y S C �Cf f t a` z� © CABLE TV PEDESTAL A L O _ A P E - - ELECTRIC MANHOLE -o--o- GUARD RAIL SURVEY CONTROL POINT NO RI \.\ Bearings are based on the Carer County Coordinate System (NAD 83 -1986 adj.) 20 10 0 10 20 40 Carver County CERTIFICATE OF SURVEY 82490-001 C H AS KA, PREPARED FOR: 1 MINNESOTA GENE SIPPRELL 1 I l Y�11i'IIB'' �;'Irl'll:�"'��I"d''� PII'91'%Ili°Iltl SCALE INFEET I SURVEY LEGEND O CAST IRON MONUMENT WOE WALKOUT ELEVATION LBITUMINOUS ® CATCH BASIN FIFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE 4 FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV M GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE �Cf HYDRANT © CABLE TV PEDESTAL CONTOUR EXISTING O SURVEY MONUMENT SET ELECTRIC TRANSFORMER ss. CONTOUR PROPOSED 0 SURVEY MONUMENT FOUND ELECTRIC MANHOLE -o--o- GUARD RAIL SURVEY CONTROL POINT ELECTRIC METER DT DRAIN TILE LIGHT POLE GAS METER ELECTRIC UNDERGROUND GAS VALVE -X-X-FENCE `� POWER POLE HAND HOLE FO FIBER OPTIC UNDERGROUND I OS SANITARY MANHOLE ® SANITARY CLEANOUT SOIL BORING GAS UNDERGROUND SIGN TREE CONIFEROUS OHu OVERHEAD UTILITY 572.5 GROUND ELEVATION TREE DECIDUOUS 1" I H H H H H H RAILROAD TRACKS ® STORM DRAIN OO TELEPHONE MANHOLE > SANITARY SEWER pT TELEPHONE PEDESTAL » STORM SEWER STORM MANHOLE TRAFFIC SIGNAL TEF TELEPHONE UNDERGROUND YARD LIGHT Qu UTILITY MANHOLE UTL UTILITY UNDERGROUND ® A/C UNIT WELL UTILITY PEDESTAL i WATERMAIN TWP: 1 16-RGE.23-SEC.26 FILE NO Carver County CERTIFICATE OF SURVEY 82490-001 C H AS KA, PREPARED FOR: 1 MINNESOTA GENE SIPPRELL 1 I l Y�11i'IIB'' �;'Irl'll:�"'��I"d''� PII'91'%Ili°Iltl