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As -Built Survey
<br />Zo,,nod eph T-I
<br />RP�2'}tb�'b53
<br />x 931.2
<br />GRIP 12755
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<br />X 932.8 / 934.4
<br />-
<br />940,3<_n
<br />I
<br />/
<br />1 �._
<br />X 943 :
<br />80 40 0 40 80 160
<br />X 933.6 /
<br />I x 937.4
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<br />/
<br />�
<br />/
<br />942.6Jx
<br />x � 4 L
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<br />SCALE 1N FEET
<br />p�
<br />N8902915211W 347.44
<br />X 934.6 /
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<br />O �
<br />l� 00 5.4
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<br />x 940.2 f
<br />\ x 939.1
<br />33.8 I / \ x41.9 W
<br />X 939.E
<br />x 937.7
<br />4 r / x 939.5 O
<br />� y 1
<br />NORTH LINE OF SOUTH _
<br />1 688 FEET OF LOT 53
<br />J J I I I J
<br />1 \
<br />1) Site Address: 185 Landmark Drive, Orono, Minnesota 55356
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<br />I 1 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.
<br />I 1 \
<br />I
<br />X 1 \ � I z 3} Flood Zane Information: X (area determined to be outside of the 0.2°/" annual chance tloodplain) and Zone AE (Areas subject to inundation by the
<br />p I 1-percent-annual-chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown at 931.5 feet. Mandatory flood insurance purchase
<br />33 7 1 / y requirements and floodplain management standards apply.) per Flood Insurance Rate Map, Community Panel No. 27053CO301F, effective date of November 4th,
<br />WET x 945.9
<br />4 BOX 70' I 2016,
<br />/ I I I ��
<br />1 x g41.8 94^.I I 1
<br />8.5 I 943.5 / 1 1 I n T 4) Parcel Area Information: Gross Area: 245,565 s.f. - 5.637 acres
<br />/ IN I I 1 IL I
<br />x moo- m \ PARCEL 2 i 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AK which has an elevation of: 993.889 feet (NAVD88).
<br />3#.6 939.2 x g .8 P I I
<br />r ` x 9M.6 / fix' \ I / I I
<br />' I <v b} Zoning Information: The current Zoning for the subject property is LR-1 A (One Family Lakeshore Residential - 2 Acres) per the City of Orono's zoning map
<br />\ J / I I dated November 2018. The setback, height, and floor space area restrictions for said inning designation are as follows:
<br />X 941.7
<br />1
<br />I943.9 x g45.8 I \ \ = Principal Structure Setbacks - Street(s): 50 feet (Landmark Drive)
<br />' 1 ^� x�37 9 WET I 1! I I ~ Side: 30 feet
<br />x 936 8ASI 16" 939.0 1. ! I �� 1 � Rear: 50 feet
<br />-.Z � x938.9
<br />/09M.� 1 o Height: 30feet
<br />ET / I� xVSC / 1,4 l
<br />x g45. 1 Hardcover: 35 percent of lot area - Tier 3
<br />x 939.0 J 938.I 93Z9 � 1 � x g47.1 1 \I w �
<br />1 1 1
<br />1 x 933.1 x I f I N I / � � 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
<br />- J1 1 � z
<br />39.2 1 / 0-� O i i
<br />1 \ � m ' O \ O � � the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all
<br />x 938.1� L
<br />WE \ 1 I Z ¢ \ parties involved in the design and planning process.
<br />X 933.0 1 \ � x g39.1 � ! ' _
<br />I � 1 LIJ CQ
<br />x 38.3 x 9422
<br />1 x 937.4 1 I I 1 W IO i Y - LLJ T We have not received the current zoning classification and building setback requirements from the insurer.
<br />x 934.8 xvsc / IB 1 _-
<br />gWFTF9-
<br />x x g3 . I \i 7) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject
<br />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
<br />1 CPIP ET / FIND IF 3/ ' x 948.4 Q J I j o mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may
<br />X.938.7 �, x 938.8 j 0.51'E / 1 1 O inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at
<br />939 8 x 942.5 I O least 48 hours in advance at 651/454-0002.
<br />d/ O I
<br />937.7x ' 946.0 ' ' J Z J T �� / Z
<br />940.8/
<br />c, J i Wetland Buffer Proposed Elevations
<br />942.2 j Inner Welland = 7,842 S.F. Proposed Garage Floor Elevation = 947.5
<br />1 x 9367 �\ I �� /�CPIP / ' I NORTH LINE OF SOUTH I I 1 ~�� Outer Wetland = 14,118 S.F. Proposed Top of Foundation Elevation =947.5
<br />\ / ` } 1 pro Easement Area
<br />94L2 � / I I 200 FEET OF LOT 53 1 I 1 O Total Area = 21,960 S.F. posed Basement Floor Elevation = 938.8 11�Z�
<br />1 1 \ \ / 1 e DO Proposed First Floor Elevation = 949.0
<br />ET
<br />� I
<br />I
<br />3D.7E x 935.1 SI[ T \ Foundation Asbuilt Elevations
<br />93 1 �� x 943.5' ~ J 1 I _
<br />\ I �� / / Asbuilt Garage Floor Elevation 947.6
<br />1 934.0 f r I x 940 9 x 949.6 1 1 1 �� 1 I N A-- LO \ Asbuilt Top of Foundation Elevation = 947.6
<br />� ® f i x� PARCE 1 0 \ Asbuilt Basement Floor Elevation = 938.8
<br />\ ` I
<br />N ! \� I 0
<br />X 9 5.8 f /-
<br />� \ � I � 45t6
<br />X�9�'8.6) �� 1�1L 10 05 BLDG INT / l j °
<br />r;
<br />// \ �x 934.5 1 ! / I I O \�\
<br />`x930.6 \ x 933.0 ` ! g38.0) OPpSE Y x 45.3+ 4 I I I 41 z \ \
<br />14" 1� 1 x937.2` i a OpA�tio9)a .8o N / 1x950.1 i 1 -�-- N89°2915211W 251.85\•
<br />X 92� E3 I.a �\ f x 9x -F D X( 38'$ ° I y `_
<br />�1 f f \ PROP OS RCN q4 s } -77
<br />rn II ,/E 2 / \ L! v I L _ V I� �. 210.00
<br />934.4 1f x 937. PA�`OIP 4 9456 4 a I 11 69. 0 1 H
<br />N89 29 52 W 575.41 9� S89 32 26 E 135 00 O -SE CO
<br />� � � Ag0 gh3. cb1 949.4 x {� I o D� +
<br />2 1 �� aSriL © 3$.3) �,- SOUTH LINE OF LOT 53 S81 20'1 1, o
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<br />f yy WELL
<br />o - PPARCEL -- o
<br />X
<br />930.5` 1 X 935.3 1 ` 941.3 I 00 x 951.4 _ l I h}J
<br />932.1 x 933.3 ` \ 9 X(93$•8} oS�D I ++ 949.1 n \ / l U / �/
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<br />PR0P SED ` gq�.3 Q94 ,3 x 950.4 Liz
<br />x 929.3 x 934,3 I A ING BFE 9�+7•`�
<br />x 93 3 1 1 � :AD
<br />931T0/ g49.0 �~ O Y AR�G� ` p
<br />l ` t G 948.61 O,
<br />g4`1 �' 111 D IP 1/2 � }
<br />x 929.0X(g4p.a)X TOF 77
<br />947.8-- GF�
<br />Y 940 947GFE f Y� W � t 947.6 O'�951.Q o
<br />x 932./ / `( _' 2� 43.0) 94+ I SNL 10 S B� ��/IN
<br />x 35.5.3 g38.0 9L' 9 0.0 c��v
<br />x�327 � 4 rs
<br />x 929.3 N � I j `'' `
<br />x 931 8 37.6 1 V
<br />x 9 PROPOSEC]
<br />I DRIVEWAY
<br />f +�
<br />x�31.8 / �I x 944.4 x 945,3 - x 93`30
<br />x 29.6� l .;. 93_6,9- ` 1 1 0� +� \
<br />� x 1 11 ° L
<br />931.4 x035. 1 1 1 G
<br />1x9F4� x 31.7 e-
<br />x. 29.7 930.� 1 ` 1 x 945.0 x
<br />X 954.5
<br />1 ` x 931 x 9 .2 \ 1 t \ ,l 1 r
<br />3 I l
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Parcel #1 : That part of the South 200 feet of Lot 53, Auditor's Subdivision Number 203, Hennepin County, Minnesota lying Westerly of a line hereinafter referred to
<br />as "Line A", said "Line A" being described as follows: Commencing at the Southeast corner of said lot; thence West along the South line of said lot a
<br />distance of 300 feet to the point of beginning of said "Line A"; thence defelcting right 85 degrees to the North line of said South 200 feet, and there ending.
<br />Parcel 42: That part of the North 488.00 feet of the south 688.00 feet of said Lot 53 lying westerly of the following described line: Commencing at the terminus of
<br />"Line A"; thence North parallel with the east line of said Lot to the North line of said South 688.00 feet and said line there terminating, Hennepin County,
<br />Minnesota.
<br />Parcel 43 Outlot B, Bayside Landing, Hennepin County, Minneosta.
<br />Per Warranty Deed recorded as Document Number 10861857
<br />STANDARD NOTES
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<br />EILEEN Sr.
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<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />X972.5 FOUNDATION ASBUILT ELEVATION SURVEY LEGEND
<br />x 932.7 3
<br />x � x g
<br />�9 7 29 9 ` \ x 945.3 CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION
<br />O IRON PIPE MONUMENT SET caa POWER POLE FFE FIRST FLOOR ELEVATION
<br />` \937.7 � � � � � � \
<br />' WET / ® J Il 1 � 0 IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION
<br />3012 932-� \ f A 0
<br />�,j� x �I � 1 � \ I � �N\ )1( DRILL HOLE FOUND Ro ROOF DRAIN TOF TOP OF FOUNDATION ELEV.
<br />x 933.4 x 940.� Id, �1 N X CHISELED "X" MONUMENT SET ❑cs LIFT STATION LOE LOWEST OPENING ELEV.
<br />9 1 ,} 1 y 960.D ���
<br />x 93bx0 J } 44,0 �� YI 1j�� x 9�5.0 / t X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE
<br />x 9�4.5 x 936.2
<br />osm
<br />-HIE 8 - - - ewe - x 9 6 / S 946.6 \ 1 x g55,2 x 957.1 t �` jllk REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS
<br />a., 3 ° 3 - -ew e� exa- -eaeL ■sk-eseE- - o �� x M.3 -ate-�- -
<br />a ' 4 PK NAIL MONUMENT SET so STORM MANHOLE BUILDING SETBACK LINE
<br />} 9 x 961.5
<br />I x 932.8 i \ \ x 94s.0 �� ' , 0 x 959 6 / / 1: PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV
<br />WET /� / 936 41 9 7 9 x g3g,7 �� ! -- �' - } --` '- OC 16" \ x 961,3 x 962.4 / \��✓ �s _ OND'EP 12755 0.261N
<br />Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB
<br />x 1 q 1 957,4 x 962.-L a I II x 959.0 �� ,
<br />WET /` / --- N 89 29 52 W 25 I.85 x x 957.0 ! x 955.1 / -� 952.9 0 SURVEY CONTROL POINT 4 FLARED END SECTION r 196o - CONTOUR EXISTING
<br />f x 930.7 x 933.I o x 5.1�.; $, LyD 2 5_ ❑A A/C UNIT TREE CONIFEROUS -- CONTOUR PROPOSED
<br />/ Q.4 x 6 v , - - 96
<br />29.7 / ` " � - DRIVEWAY � Q. 'E,`o-17 N - � � � ` �gFi1 `� �T FENCE � � �
<br />N ' I ` STf2EP x ,;� F \ o x 947.9 x 962.D `you © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL
<br />x 929,2 x 936.7
<br />x 932.0 ` \ °Z �;_ rn GRV s J ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE
<br />18� 9$6.0 GRV o-'� `� Lr x c kl`1F Tx r x U
<br />5 7 E REMOVED ELC ELECTRIC UNDERGROUND
<br />x 931.9 x SI[ r FENCE 946.8 �q'` "' .:. .. . �` .. x 9 8.9. x 959 1 x 9v3..1: x 9 j i. f1 L x 75' J ® ELECTRIC METER L TELEPHONE MANHOLE -x x- FENCE
<br />x� 4� I 937SR\L939
<br />x 931.3 III s . E1 .. .. .... .......`...,,,..... _ - - ---- O
<br />1 \ �38 cPMAc 9a`" ~` 2 o,: ED ELECTRIC OUTLET T❑ TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND
<br />FND IP I/ � - - _N8902915211W 575.41., 945.4 x 94�6 x x x 5 E - �� o \ _ l7 YARD LIGHT 0 UTILITY MANHOLE GAS GAS UNDERGROUND
<br />x 932.4 935.6-210.00 / o
<br />x gQg 8 - 93D.7 WET E \ // x 935,8 g38 f POINT OF _ _-AND 6 5 x F D v xGRv/ _ j �O LIGHT POLE 0 UTILITY PEDESTAL oHu OVERHEAD UTILITY
<br />g 935.7 ��5'E, 0.1O'N _q6 4 R B 8 G 4. 9 2. x ibQ.
<br />930.8 � 4.F I 1 lx / BEGIN o 2 0 x {{ FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE
<br />SMH Hz SM RIM I x 939.4942 3 / 9ZM7 x 950.9 S8 j 20 12 n T x 5_ 8 p 5- 5 .0 5 .9 9 T D �'J
<br />Rim= 4.9 g45. x E _ 9 2. 5 FZ b] FIRE DEPT. HOOK UP ® WATERMAIN MANHOLE > SANITARY SEWER
<br />\ /� 93 1 x 951.2 951.2 g _ ! T - - � P
<br />S89'32'2611E 135.00 1.'i 51.9 O I FLAG POLE ® WATER METER STORM SEWER
<br />/ �F F' �\ �` FP TEL TELEPHONE UNDERGROUND
<br />X ; x 932.9 x 4 �48.5 �0 6 CGS 1 4 � f °Q ❑E LJ 954.6 �\.p0 Q ❑ FUEL PUMP WATER SPIGOT SILT FENCE DURING 9�'4 9�9.7 x � � x 95�.8 � � O• 7
<br />SEWER GONNECRON x 957.r x 960.❑� FUEL TANK WELL RETAINING WALL
<br />/ / � D � (9x 931.5 �' x S60, I x 962.1
<br />y��
<br />{ 958A' PROPANE TANK uw MONITORING WELL UTL UTILITY UNDERGROUND
<br />949.�X / Xgss 1L © GAS METER m CURB STOP I WATERMAIN
<br />GAS VALVE D4 GATE VALVE C=� TRAFFIC SIGNAL
<br />GAS MANHOLE �Cr HYDRANT 1 1 1 1 1 1 1 1 1 RAILROAD TRACKS
<br />9 �=1 91 GENERATOR Rv IRRIGATION VALVE $ RAILROAD SIGNAL
<br />s
<br />Q ® GUARD POST P1V POST INDICATOR VALVE C~ RAILROAD SWITCH
<br />❑H HAND HOLE SIGN
<br />SATELLITE DISH
<br />0 MAIL BOX SB SOIL BORING
<br />❑ ® WETLAND BUFFER SIGN
<br />� � x
<br />FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or um-1cr my direct supervision and that I am a duly Licensed TW R 117-RG E.23-SEC.05
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. RS SV CERTIFICATE OF SURVEY
<br />DM AK AK 1 IPM 10/10/2022 CLIENT SOLD PROPERTY -NEW BUILDER USE
<br />OF INFORMATION) OF THIS PRODUCT IS y � R� Hennepin County
<br />DRAWN 2 EMW 10/28/2022 HOUSE PLACEMENT, CONTOURS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s x ��
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 6th day of August, 2021. SAT H R E- E E R G Q U I S T INC.
<br />EMW 3 EMW 4/19/2023 HOUSE STAKE AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND _ ` v f
<br />CHECKED 4 EMW 5/11/2023 ADD PATIO, CONTOUR, HARDCOVER CALC. SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O RO N O, PREPARED FOR:
<br />DLS 5 EMW 5/12/2023 ADD 2ND FENCE, WETLAND INFORMATION ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES J w � WWW.SATHRE.COM
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY 4M 1 N N E S OTA THOMP S ON HOMES
<br />DATE 6 EMW 412/2024 FOUNDATION ASBUILT LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />RESULTING FROM ILLEGITIMATE USE.
<br />7-27-21 schmidt@sathre.com
<br />FILE NO.
<br />900688-001
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