/ ' \ DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 3, Block 2, MINNETONKA HIGHLANDS ESTATES, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />CEIVED
<br />1.) Site Address: 669 Minnetonka Highland Lane, Orono, Minnesota, 55356
<br />2017
<br />/ 2.) Parcel Area Information: Gross Area: 42,063 s.f. - 0.97 acres ( Measured to Ordinary High Water Line)
<br />CITY OF ORONO
<br />30078 3.) Site Elevation: Elevations are based on Hennepin County Control Point Ties "STUBBS": 932.51 Feet (NVGD 29)
<br />967.144
<br />DIP I/2"
<br />\ / /
<br />4.) Zoning Information: The current Zoning for the subject property is LR -1B per the City of Orono's zoning map dated 03/30/2011. The setback,
<br />\
<br />CFR � height, and floor space area restrictions for said zoning designation were obtained from City of Orono found on their web site on the date of
<br />566.3 / 10/11/2016 and are as follows:
<br />\ EXISTING
<br />\ 50 \ Principal Structure Setbacks - Front: 75 feet From Lake Shore or Average Rear Setback of Adjacent House from the Lake
<br />CBP \ \ HOUSE a 967.476 /
<br />Side: 10 feet
<br />966.! 9 CPNL
<br />hp 6, \ Rear: 30 feet
<br />966 "J,
<br />_�0 6�9 Height: 30 feet
<br />\ \ Hardcover: 15 percent of lot area
<br />\ \ \ x97E 4 /� / Impervious Cover: "Tier 1" 25 percent max
<br />Z 66 / Please note that the general restrictions for the subject roe may have been amended through i r f
<br />��� � � , � � g J property rty y ugh a city process. We could be unaware o such
<br />x amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning
<br />9 / / PIN 16° \ o6n Administrator for the current restrictions for this site.
<br />x9 \� /619
<br />/ 969.0 \ /
<br />\ \ \ \ \ X '96, / G� -'x / 0 Rj0 �\ / We have not received the current zoning classification and building setback requirements from the insurer.
<br />EXISTING GFE'S / \�P 6> / F S
<br />goo / 9P /i tib, x l / Ai <11511,HOUSE 9 X O� /' X / 96�s ��O\ i/2" 5.) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities
<br />\ \ 9 / x encumbering the subject roe we are unaware. Please note that we have not laced a Gopher State One Call for this survey. There ma
<br />6> / 1 PIN 16" 9> g J property rtY p P Y Y
<br />3 9s _ / << 969 4 JA / s °6 or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or
<br />966.959 PIN 12 ! / % x9 \ \ 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.
<br />\\ \
<br />0
<br />CPNL ��7.9/� 12„ ` �O x
<br />'( 0 ' �/ �� 9 L 6.) Verify sanitary service elevation prior to foundation/concrete work.
<br />68.3 �OW� ��` \ 9ei
<br />9652 x / �J- 1 �g66� i0 '?O \ QR�P�GP�\GN '/ '*-PIN 7'^�, , C�g7�.7)
<br />\ O >
<br />` ,i ` 96 6 3, , °� `. 7. Lakeside bound does not abut public land or public roadway.
<br />°qC' /�96� ,`\ r�� ♦ PIN 10" / /i x � s- i V �, ) �•Y l� p Y•
<br />qz�
<br />\\ \ 6�2 (\ k�x y '04
<br />A
<br />°\ 970 \\ x
<br />Z 3r
<br />\ \ x , 96? rn / g 0 6°, 6 9� x� '� Existing House Elevations
<br />0� 6 O , 2 x 9101
<br />\\ \ \ 96i / 9 Q 96��� / 0 h �6 �O. \ O ` 9�F�,� \ �O First Floor Elevation = 971.1
<br />\ Garage Floor Elevation = 970.3
<br />c�
<br />\ / 5,9`�� x� �> / � x9l> cP A �`�J \ ,9� 2' \ 9 Walkout Elevation = 963.2
<br />P\� ® \ o rn p i B STOOP D \ \ ✓ > \
<br />�° `PIN 16" I ��Q\° i'// / �`s © I �G X iO�x9> xxi \/
<br />961.$\ 96� / 9 �� �6jg0 j�o O \x' 97E58„ 3 //9�
<br />h / Proposed Elevations
<br />\ \ 'C s6j m �,_, x
<br />\ \/SMH A' �.-� � \`� f /� s x o J ���' �^ °\ ,'� 0 9>; ,�' / 9_Oo> \ Proposed Garage Floor Elevation = 974.4
<br />/ Rir =96.3 / o ° \ ` O\ A H x �� ' / �� x 9 \ \ Proposed First Floor Elevation = 976.5
<br />\ \ MAP 26 P s� � � rns � � \ /
<br />/ \ Inv=94 \ 6 �p j T Gj i / O 86 p
<br />l / '� s Proposed To of Foundation Elevation = 974.7
<br />\ Y \ \ g X 960.7 \ s® f\ s S ��9 0 6 �" S' o / ,' / / p p
<br />x96 \ x ��o\mss` p /cy ���o J a' S OOP V I �P1N 8" �/ �� - \ / Proposed Basement Floor Elevation = 966.0
<br />\j i F o ` g6 �J''G LL / p \ _, \ 972.8 % 1 N'66" 57. P 12"\3� -/mac\\ T ���%i� �� 9 �O> \ x9521.7 � i` `x i� 66 (�` Oti c� \� `9) �'i x >� y0` �0 976.943 6
<br />\ 56 x °\ J �2 �G p °° /� 9> / S O A CPNL
<br />9 / hNT i 959.8 fi- \ 1 %
<br />X / / \ \ \ 58.2 1 \\ i ��PNL \ \ 96 ,3 \ _ �i 0, \ g6n`L� �` \� h > X19 g5 \4 y>ssz a
<br />*,95 .3 \ 6 \ \ ORS 9 \Jf \\ \`� TOF= 15 �v` Off t I
<br />� 96 x �� SCREEN `\ O 1/ O
<br />5 \ \ \ \ ` �1 \ O61 \ 96� 19� F POR �c9 �\ � - \ I _1r9 0` X4.3 x \ x9
<br />SEP 4y T r x s� / s WOE= J / `° OJ >S>
<br />\ g29 966.0
<br />9
<br />FNa \P �c2 9 \ \ \ \ \ \� �� �� \ 60 \ s �. GFE= i .G
<br />�.I- \ �s
<br />mrn , 57 J°\ S �/ x
<br />\\ 59.667 x \ - K _ /� `� \ ° O f g`�� 9> \
<br />V ' c ` ° NL ` I 96 \ � A \ �fp�J I �` ° 6
<br />x \9� �� G �9 61 y0� `` \ /W 972.7
<br />x \ 9 '��� 6' > \ 0 5�` �/ IRRIGATION
<br />9 �> \ 9 \� 958. x .� ,p J °09
<br />X 9 3i �> \ \ \\ \\ �\s/� \ 960> I 0,1 / \� �s - - - VALUE
<br />9,p `X 958. %� / '
<br />54 014�1
<br />-0-
<br />\ \ \ \ \ \�O ` x l \ �� s '9�� �d \ �0\971.4 \ lOi Q4� ' j x
<br />\ 931\ \ l \ / O \ 6 S / O /C13NL
<br />x9�� \ \ �\ \\ \ -\\��\ 960.5/ \�� ° �'` ` `p9NQg
<br />929.7 \ S I Q\ \ \ �� ` 70 9> A 12" 9>i
<br />931. \� x \ 04 x 0`/ IA
<br />x9 \ `9 `fl .P-'� \ \ \ , ' x 969 \P9 °\/S Pcj�� 9>
<br />\ No \ \ \ x\962./ x 96 s vo 9 o x
<br />Cha 93 2 J, 19>0
<br />O \ \ \ x rn O o� / .
<br />\ 2x
<br />O by 931.7 x 9� `s�. 2 \ \\\ \ \ \ \ � ` ` � � \ \ �6� � - e��� / 90,
<br />i\LK \n \ X 966.1 \ I 6 96 9
<br />Y I 8 ^� 71.2 .
<br />�pO K
<br />G� � \1.9 x \ \ S9 S t^ \ I s 7V
<br />00 9� x 9
<br />t \ \\ \ \ \ Y
<br />/ 929 6 ?6 I \\ � 966.7 96 \ 969.0 x x9
<br />\ \\yy
<br />931.9 69
<br />x929.8 \ xAlt \\
<br />\� \ \ \ \ \
<br />iI �� \ \ \ \ \\\\ \ \ \ \ NP 1�\ 9`966.7 r 190> x y EXISTING
<br />se rons
<br />(elevations are to the top of pipe)
<br />OS #1= 967.41 OS #2=
<br />972.26
<br />OS #4= 964.27 OS #3=
<br />970.42
<br />Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation
<br />= 947.1 + 0.33 = 974.4 (Not Poured)
<br />Asbuilt Top of Foundation Elevation
<br />= 974.7
<br />Asbuilt Basement Floor Elevation
<br />= 966.0
<br />X972.5 FOUNDATION ASBUILT ELEVATION
<br />ORI
<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 />SURVEY LEGEND
<br />6
<br />HOUSE OO CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS
<br />�i � 930.3 \ 9 6` �sz
<br />��F \\ \ \ \\� \\�\ \\\\ \ ��\ ScP 96' 966. 9 �`
<br />tii
<br />��� \\\\ \\ s\ � i�\o\9 \ x9 ® CATCH BASIN FFE FIRST FLOOR ELEVATION -esu.--asBL BUILDING SETBACK LINE
<br />6 /
<br />T y x\\ \ \ \°\ \ \ \ \\ / 600/ \�6� Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION cry CABLE TV
<br />y \ �, \ \ \ \ D4 GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB
<br />\\ o\�\ x vT t < GUY WIRE LOE LOWEST OPENING ELEV.
<br />O \ \ \ 96 CONCRETE
<br />y� 7 \ \ `\y\ \ \\ \ s \ 96so 6> HYDRANT © CABLE TV PEDESTAL - gso - - CONTOUR EXISTING
<br />\ \ 9 � ELECTRIC TRANSFORMER
<br />O SURVEY MONUMENT SET CONTOUR PROPOSED
<br />C • SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE -o-o o GUARD RAIL
<br />2� O,G /� s0 \ \ \ 0 0 SURVEY CONTROL POINT
<br />OO ELECTRIC METER DT DRAIN TILE
<br />? \ x ' / © GAS METER Esc
<br />� � ELECTRIC UNDERGROUND
<br />\r\ 0 \ \ ` \X,9,� \ \ LIGHT POLE © GAS VALVE x x FENCE
<br />POWER POLE
<br />O \ D HAND HOLE FO FIBER OPTIC UNDERGROUND
<br />-� "'� � \ SANITARY MANHOLE
<br />SANITARY CLEANOUT
<br />n X SOIL BORING GAS- GAS UNDERGROUND
<br />� \ \ Q
<br />\ 9 . \ SIGN TREE CONIFEROUS oHu OVERHEAD UTILITY
<br />0 TREE DECIDUOUS
<br />H
<br />GROUND ELEVATION OO TELEPHONE MANHOLE >
<br />.III . "" RAILROAD TRACKS
<br />";
<br />\ \ ®
<br />SANITARY SEWER
<br />STORM DRAIN
<br />\ \ \ Fil TELEPHONE PEDESTAL >> STORM SEWER
<br />\ / � STORM
<br />YARD L ATRAFFIC SIGNAL
<br />MANHOLE -- TEL TELEPHONE UNDERGROUND
<br />O UTILITY MANHOLE uTE UTILITY UNDERGROUND
<br />\ [A] A/C UNIT
<br />u UTILITY PEDESTAL I WATERMAIN
<br />\ \ OO' WELL DENOTES TREE TO BE REMOVED
<br />FIELD CREW NO. BY DATE REVISION 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 TWP:117-RGE.023-SEC.06
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR _ FILE NO.
<br />CL,JS,SR 1 BRV 1/10/2017 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. HERS SU,QL Hennepin County CERTIFICATE OF SURVEY 5035-146
<br />DRAWN 2 BRV 2/6/2017 REVISIONS PER CITY COMMENTS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s �L
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 12th day of October, 2016. _ I S AT H R E -BERGQUIST, INC.
<br />BRV 3 BRV 3/22/2017 STAKED HOUSE IN FIELD AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND ! \ cn
<br />CHECKED 4 ML 4/27/2017 FOUNDATION ASBUILT SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF p` „" 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 Orono, PREPARED FOR:
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVESco
<br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �� WWW.SATHRE.COM MINNESOTA
<br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David BPemberton PLS Minnesota License No40344 C'y �� LDK BUILDERS
<br />B. RESULTING FROM ILLEGITIMATE USE. FRS PLP 10n
<br />10/10/16 pemberton@
<br />. sathre.com uuq /r�t"Ktt 1V'&_
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<br />ton - o ,5 / FrurAa lion / l -& 4-
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