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WOODDALE BUILDERS 6870 MINNEWASHTA PKWY, 060724(9745-166) ALTABeginning at a point on the west line of said Government Lot 6 distant 704.93 feet northerly from the southwest corner of said Government Lot 6; thence on an assumed bearing of North, along said west line, a distance of 207.80 feet to a point on said west line distant 396.00 feet southerly from the northwest corner of said Government Lot 6; thence on a bearing of East, parallel with the north line of said Government Lot 6 about 843 feet to the shoreline of Lake Minnewashta; thence southerly along said shoreline, to the intersection with a line bearing South 89 degrees 43 minutes 30 seconds East from the point of beginning; thence North 89 degrees 43 minutes 30 seconds West about 719 feet, to the point of beginning. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items reference Table A optional survey responsibilities and specifications) SURVEY REPORT / �............... .............................. i% .................. 972.9 972.1 971.8 971 6 971. s'" .• : " ', .................................................. . _,-__ 6 970.2 5 %.......:•::::•::::•::::•::::•rs•;:•:;•::•:::•r:::;;::•.....:::;::.y:.::•;;:•::•;:•::•;:•::::::::::::::::::::::::::: BS..........................................................::::::3: :::.............. ................... r i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii .::::::^:^iiii:. ..: iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii"51rc. _. r - / G' - d // .. n / .............................. . ........: .......... ............................................... ':i?c:!P:@. ::a:a:a:a:a:.?iiii?iii!4!4! ! ! ! ! ! ! !"':.:.� ! ! ! !Pi::::.... .' � / ^__, Piiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii•iiiiiiiiiiiiiiepr•"�.'. D LANE .. --:.::.:::.::.::.::..........................................:.. / - .::::::::::::::::.:::.:::... i o :.::. •:::::: 4 :.. r is :.::.es •::;......................:;:;:.;;•::::: ,, . , ro � o .....}.*.x::::C:n ..6.7.50 ; i1ii:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:•:;e:.. .. ».,.n / i i / / �, �6 N _ i40 / o� ..................................................... \ 81 9 x .............:./............... / UN o o� 972.5� 971.8 9/1 971.4 .2 /9�' h �� 97271.9 971.1 971.1 g51. y'r 948.1VE(-_'� Ln :::. a i .::�/ E/h o .�. L 7 / �� �O Nv `-WOOD Fx 970.9 �:i... Y�� �/i2950�x 97I.2 ° I. �/ 22 o ...� mac, ,: �, Vic:-• :� t: x 970.7 '66.�ry�/ GRAVEL EDGE OF WATER :::::::. 8:. KEYSTONE ORDINARY HIGH o h/. I ::r:•`:•ir:: /o /' o� .,�W`ALLS x 9710 ° WATER (NAVD 88) .0' T �! STOP 0° / /��j/� per\ /a// 949.8S. 9 Mho AM �p //�in( 9g/ �/ /yam `_ /J�( O M. `L .../ N L V �J CY / ti / o �� / 0 x 947.3rn h N °� _ o j / x 971.4 ;/J. y. ov .(-v-gyp Co C p' ^D o^D p^ W ,V`l IAg e_ o / ti o � /�" a ti�� w o,0` �O \ n x 947.0 CURB ° ' o�� � o / // // Co ,y STOP 'r / // E / 0 q- c/ (\v a^ // / 969.9� �// Ci °A''/ _P SANS 68. /� 0 946.4� / LAKE MINNEWASHTA EDGE OF WATER LOCATED 5/7/2024. ^:o,° ELEVATION = 945.0 FEET (NAVD 88) 245'/- LINEAR FEET OF SHORELINE ALONG EDGE OF WATER x 946.5 91 y ORDINARY HIGH WATER LEVEL = 944.9 FEET (NAVD 88) � I �O a x 940.7 �a CR `a• / % 947 ti 946.9 q� .AN �XmIo•o .9 x o rn L / �� 947.9 }" o ani 946.8 x v 4 -/ o rn O sA� / N 727, 5 .00 -96 CO 9 4.9 1.27 946. >::: O 9S7 SHED_ rnx94X a j CY)� < 9g92 948 g41 0 947. ��, <° / / tiQ J J �� 946.4 i J3� cn j \ 0111 / Bearings are based on the Carver County / Coordinate System (NAD 83 - 1986 adj.) 30 15 0 15 30 60 SCALE IN FEET EEC CIR. ; cn .���JLE w - 34Q DRe V ��HAL.LGREN EDTRATFO Q�,'�� rN C Ne 40. RIDC- OAK R- LNe FORD LNe Min _- ) N I N o OAK LNe _ Cedair Point KINGS RD. ReJ j �� Y S C C�EJ z Q M A L CREEK Lake E :St. Ir, �T This map and report was prepared with the benefit of a Commitment for Title Insurance issued by CHB Title LLC, as an issuing agent for Old Republic National Title Insurance Company, SURVEY LEGEND File No. 61408, dated April 16th, 2024. 2) Site Address: 6870 Minnewashta parkway, Excelsior, MN 55331 0 CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET cQ, POWER POLE FFE FIRST FLOOR ELEVATION 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1-percent-annual-chance flood event determined by detailed methods. per Flood Insurance Rate Map, Community Panel No. 27019C0113D, 1) We note the following with regards to Schedule B of the herein referenced Title Commitment: • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION effective date of 12/21/2018. a) Itemno.'s 1-8, 11, and 12 are not survey related DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. b) Item no. 9 - Terms and conditions of Easement for roadway purposes, in favor of City of Chanhassen, as created in document filed December 6, 2000, as document No. 279064 X CHISELED "X" MONUMENT SET cs LIFT STATION LOE LOWEST OPENING ELEV. 4) Parcel Area Information: Gross Area: f122,476s.f.- f0.51acres SHOWN HEREON O X CHISELED "X" MONUMENT FOUND Q SANITARY MANHOLE a' CONCRETE R/W Area: 22,476 s.f. � 0.51 acres Net Area: f130,764s.f.� f3.00acres NetAreotaffi±130,764s.f.- 3.00tyofacreagesetforthinthedescription c) Item no.l0-Rightsofthe publicinand tothat portionofsubject propertyused for road purposes(Minnewashta Parkway) REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS *We SHOWN HEREON 0 PK NAIL MONUMENT SET ST STORM MANHOLE -�-�-ate- BUILDING SETBACK LINE do PK NAIL MONUMENT FOUND (D STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB 5) Benchmark: Top of round concrete pipe culvert next to metal cage strap, left of trash guard bracket, at lakeside end of culvert between small pond and Minnewashta Lake, NE of 6541 Minnewashta Parkway, Excelsior = 946.61 (NAVD 88) SURVEY CONTROL POINT Q FLARED END SECTION ' 960 - CONTOUR EXISTING 6) Zoning Information: The current Zoning for the subject property is RSF (Single Family Residential District) per the City of Chanhassen's zoning map dated 2/10/2023. The setback, height, and floor space area restrictions for said zoning designation are as follows: ❑A A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS -0-0-0-0-0- GUARD RAIL Principal Structure Setbacks - Street(s): 30 feet (Minnewashta Parkway) ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE Side: 10feet C) ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELe ELECTRIC UNDERGROUND Lake: 75 feet (From Ordinary High Water Line) 2'/ Hardcover O ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE Height: 35 feet x Net Area =130,764 S.F. m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND House Area = 1, 7 S.F. % YARD LIGHT � UTILITY MANHOLE c GAS UNDERGROUND Hardcover: 25 percent of lot area. Anything over and a vegetative buffer area is required the same size as the amount over 25%. I Shed Area = 1,64 7 S.F. 3� LIGHT POLE 0 UTILITY PEDESTAL oHUHu OVERHEAD UTILITY X Driveway Area = 5,299 S.F. ®F FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE *Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and 3 c Fence ties are shown on the Front Walk Way Area 179 S.F. b] FIRE DEPT. HOOK UP © WATERMAIN MANHOLE > SANITARY SEWER design must be verified by all parties involved in the design and planning process prior to any planning or construction. m° J I C side of the boundary line that ry Garden Walls Area - 16 S.F. FLAG POLE ® WATER METER » STORM SEWER x the fence is located on. Retaining Wall Area Wood Stairs Area - - 135 = 140 S.F. S.F. rP ❑ FUEL PUMP � WATER SPIGOT TEL TELEPHONE UNDERGROUND We have not received the current zoning classification and building setback requirements from the insurer. Concrete Stairs Area = 10 S.F. Ell FUEL TANK Q WELL RETAINING WALL - 4/ Road Area (Concrete) = 8 S.F. PT PROPANE TANK Mw MONITORING WELL UTL UTILITY UNDERGROUND 11) Utilities: We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have X Deck Area = 321 S.F. © GAS METER m CURB STOP I WATERMAIN used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised Total Area - 9,822 S.F. GAS VALVE M GATE VALVE TRAFFIC SIGNAL that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. A Gopher State One Call was submitted for this survey. Please reference Ticket No. 241202866 for a list of utility operators Coverage = 7.3% © GAS MANHOLE '1--e HYDRANT RAILROAD TRACKS in this area. EEI GENERATOR RE IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Piv POST INDICATOR VALVE O- RAILROAD SWITCH 0 HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s To: Woodale Builders, CHB, and Old Republic National Title 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 2021 Minimum Standard Detail S ��R �� SURL Fo TWP:1 16-RGE.23-SEC.05 ALTA/NSPS LAND TITLE SURVEY FILE NO. 9745-166 DM/AK/DR/SO/PH Carver County DRAWN EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Table A items: 1-5, 6a, 7a, 8, SAT H R E - B E R G Q U I S T INC. EMW/ABE AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 1lb, 16, 18. The field work was completed on May 9th, 2024. 23rd, 2024. 1 N C H A N H AS S E N PREPARED FOR: - CHECKED ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES Date of Plat or Map: May p m 14000 25TH AVENUE NORTH, SUITE 120 DLS THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. Colyn M. vete, PLS Minnesota License No. 62269 N �'4x FRS �� PLYMOUTH MN 55447 (952) 476-6000 �� WWW.SATHRE.COM P �P M I N N E S OTA WOODDALE BUILDERS DATE 05/09/2024