0
<br />1
<br />I i
<br />FND987.3 987.0IF 2499 ' 8° 14700
<br />987 N 00° 13' 30"W 458.76
<br />_
<br />976.4
<br />�- 0 60.00 -� z x956.2
<br />X 956.6
<br />/
<br />1� `\\�� / O ttt / ,, 962.!9
<br />x95\ /
<br />-�_X957 -
<br />x 969.4 1 *1J57,T
<br />e� \ o� ! n y' a - �b�0/'_.55 E 45.45 i x 959.5
<br />PCL �PSEM ` JFF4,� 5 60- /
<br />x 957.6/ rn
<br />x 959. r4
<br />x9 \ moi' / �00% _ I 96 i.6 -
<br />96 .6 I `Jr t ` / x 959.2 `� 96 0 �`y� /P� m - 6+362 X 9622
<br />I 1 1 / / to
<br />r 4-
<br />I I -
<br />960.7 x // � - �- 6 .
<br />En
<br />97k I i / __��\ \ ���,'�� x 964.8 m x 964.8 8 -t r' 964.0
<br />I Ln
<br />- - -'_ L N
<br />960-8 x f A' 966.1 m x 96E� 3t _ -ABCs
<br />1
<br />967.5 ' I rn O
<br />/ �• / ' I 1 I y�6/� ' \ I / x 960.8 F - _ 96$_ - �� l� x 966.9
<br />965.0 ` x/961.6 \ / 961.3 x r �/ 968 3 x 968.5 m (-0 Eg
<br />/�/ =o/
<br />Cb 9613
<br />` / / / Y o�6��6 Q 970 m 969.3 x o - �g
<br />x 961.2 �� �// / / x' - - MAP 18" I � L.v
<br />x47.1 � � /I J� � I I 1x967.6 � � / / � � / 01 � m 71.1 �
<br />x 1006. lo
<br />x 969.1 / / a Vic: 971.6
<br />/ °(1/ f I I I 40.0 `� ! N?St o ` N2�° i 195 i J ! O�'�� /O�t,C'� _ AP 8" 9 Sf ? � I rn x 970.2
<br />I 1 ¢S� �5t�, r. 961.3 \ /� ` .rL / - -
<br />\� ( ^/ ' ' I ` \ ? V x 91.3 x.8 't �/ ©� 9 4 12
<br />mMAP I OS
<br />x , F / (p r % S m 72.25 g
<br />n x 965.0 9.8, PC\ \ �tk \aj 9 97$ 97 2 M
<br />962.3 �. Io O
<br />1 / + 1 „f �-
<br />V � ` !� \ ` ' oro k, (� fl N 9�4+ a N
<br />X , Y j I / / ( x 975.2 , , \ \ 962.5 x \ \ x 961.4 962. ��5 P? uP� �� �P� �h 974.4
<br />\ 1 9 0.9 / { \ ' �x 967.6 \ \ \\ \ - / �� cD .� / �. �y �G k �Q ` �, _ _ i
<br />` ) r I I ` 1 9 \ - �j� 963.9 tom` o d p �A ��i G Ol` ^ i 973.
<br />V 100.4 1 \ \ 10 0 624`Q�` 962\a� i 0 Ilk `���c�� O r'� MAP 14" 1 o
<br />j % % \ \ h^ N/ - ;(/�} - -�'°35
<br />10 , ' "o 'o �5 gP /p�Q� s7ss y - -976
<br />13LO K � tP �� ` � \ � .� � `� ¢� -- �J- �29 x� / � #1 �`<v o", � F, �o � � ,�1`7� ���� x 9;
<br />\ ,--
<br />48�� ; 463.00 ss. 7 v 9
<br />I, I \ x 965.8$7. - 7 'L oG b M kl
<br />I I I I x 823 \ \� u� \ C' 2 h / C Oc 7
<br />I ` x 975.8 \. / \ \ i t u� ^ �� rn cr�0',. S� A�9 �'�`t�x� i'_�1 9.7 1 = --978
<br />6 / 7.5 x 977.6
<br />x 964.9 x 9�jr. �� �b� c� �0
<br />I I /--966-_
<br />arm
<br />� ` S��9�5. �1� i
<br />\ \ Tt - - _ x 979.6
<br />X65 4- 5-� S + ' 1818 \ eSe + 18S1_
<br />I v_ - - s' _
<br />1 \ 1 \ \ �68� O �eSe _�89 ��838 t8S8 �&S X18 x 97 .4 978.9 x 79-9-'I
<br />j x 988.7 _ "as �e �p 98
<br />/ 1 x 84.3 \ x 95.7 \� �g - '� � O �� \ / x 9 .0 1 2
<br />\ } \ \ \ gyp_ \ - cQ \ �/ N - O 982.8 x
<br />/ I ' x372. i '--� 1'c1� . �- S#� 1` N >,
<br />1 \ \ -972-Z^ x r 9 357 197J3 !`�
<br />! �\ Q ^ �-� -�=- 4`9 7.i $l - x 961.6 ( O �7 5 \ trn sg /x 981.0 FiP 4034 82-8
<br />\.E 9 981.8 4
<br />g � t� C 1 a9 j Cj ':
<br />x x 80.9
<br />% / // ! 1 I \ \ \ LOT 7 x976.9 - -97_-��1`'---s�~`iFEN/ ao 11
<br />/ _� I I ` \ \ \ \_ �97� _ \ ` l \ 1� .8 8826 g
<br />/ x 999.5 ; I l \ 97g_ _ � 0� - /� \ h 75.6 1 $� 1 6,0
<br />/ x p06.0 \ --980- x 979.2 ` ` _ -- - y0 _
<br />x 0{0.3 �� ` 24992 / ( \98\ \ `` _-982--'� / _ 11 977.4 `� -- - x 9 7.6 978.1
<br />\ 45 \ 1P ( \ \ \ , x 977.2 - -- -- _. - x 976.9 / RO�RPNCE
<br />996.C x 993.4 \ \ \ -
<br />A \A� 8-5-.6,3
<br />n ^.� n
<br />x / \ �\ \ i �J8 \ x 983.3 / \ INV=x 978.5 x 978.9 `� / I - i 1�-4 '`t YY-��. 980.2. a�r,Q L�.o
<br />^ I Jl ' 9 9 / ` \ \ �9 - __---- - 78. J 979.0: O�
<br />o / \0061 d / \\ 88\ \ i 1 / 78.4 _-� 0
<br />ob
<br />4.4 v , �-/ %_ ((I i �° x 987.4". x 9$ i L�$2 I l; o BAY SIDE TRA ,��52� �9 /
<br />TO 00 O O� Off/ -� x 999.4 IR \ x 989.2 \ g8h x 98� �. \ J�-` -- ' ---- _- �- - --- _- G� G/
<br />999.7 w 9
<br />l 0 \ x 4.3 \ I a�, Dig �O�
<br />100 a \ c' R' r°
<br />x 991.8 / 976.6
<br />\ \ , f �, x 984.3 \ GB�N/\G i FI�4 976.7
<br />V J/
<br />N\9130-3"\, /
<br />1 � i x 986.9
<br />\
<br />Op>4\ \� \ \ \ x 100 1 / _ x 989.0 - �gg3 \ / ! I 82L_
<br />x�g2.0
<br />� 2
<br />/
<br />100 280.14 . I x
<br />995.1
<br />A=650,31'28" \ STORMWATER /
<br />-Q---__ --
<br />\ POND
<br />_00NWL 975
<br />.0
<br />CBRS207'34"W HWL 976.75
<br />_-C=265.1 /
<br />/
<br />I n -r
<br />L_V I 5
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 1, Block 1, BAYSIDE MEADOWS, according to the recorded plat thereof, Hennepin County, Minnesota
<br />1. Site Address: 100 Bayside Trail, Orono, Minnesota 55359
<br />2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow
<br />flooding where average depths are less than 1 foot, areas of 1 % annual chance stream flooding where the contributing drainage area is less than 1 square mile, or
<br />areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in
<br />these zones.) per Flood Insurance Rate Map, Community Panel No. 27053CO285E, effective date of September 2nd, 2004.
<br />3. Parcel Area Information: Gross Area: 162,909 s.f. - 3.740 acres
<br />Wet Area: 30,189 s.f. 0.693 acres
<br />Net Area: 132,720 s.f. - 3.047 acres.
<br />4. Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEGN which has an elevation of 100 1. 173 feet (NAVD88).
<br />5. Zoning Information: The current Zoning for the subject property is RR -1B (One Family Residential District) per the City of Orono's zoning map dated March
<br />2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the city of Orono found on their web site on the date of
<br />June 17th, 2016 and are as follows:
<br />Principal Structure Setbacks - Front: 50 feet (Bayside Trail)
<br />Side: 30 feet
<br />Rear: 50 feet
<br />Height: 30 feet
<br />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
<br />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
<br />site.
<br />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
<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 />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
<br />Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />7. Landscaping to be completed by MT Carpenter Landscape.
<br />Hardcover
<br />House Area = 3,898 Sq.Ft.
<br />Driveway Area= 1,641 Sq.Ft.
<br />Patio Area = 576 Sq.Ft.
<br />Sidewalk Area = 265 Sq.Ft.
<br />Total Impervious Surface = 6,380 Sq.Ft.
<br />Total Coverage = 3.92%
<br />Development Plan Data - WO
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LOSSES
<br />LEGALLY RESPONSIBLE FOR DAMAGES USE.
<br />RESULTING FROM ILLEGITIMATE USE,
<br />SURVEY LEGEND
<br />Proposed Garage Floor Elevation
<br />= 982.0
<br />CAST IRON MONUMENT
<br />Proposed Basement Floor Elevation
<br />= 973.6
<br />J
<br />Proposed Elevations
<br />CATCH BASIN
<br />Asbufft Elevations
<br />Proposed Garage Floor Elevation
<br />= 984.6
<br />Proposed Garage Floor Elev.,
<br />Proposed Lower Garage Elevation
<br />= 973.6
<br />Proposed Lower Garage Elei
<br />Proposed Top of Foundation Elevation
<br />= 984.9
<br />Proposed Top of Foundation
<br />Proposed Basement Floor Elevation
<br />= 974.6
<br />Proposed Basement Floor EI
<br />Proposed First Floor Elevation
<br />= 985.0
<br />N
<br />Offset Irons
<br />(elevations are to the top of pipet
<br />OS #1 = 969.57 OS #2 = 969.76
<br />OS #4 = 973.57 OS #3 = 972.25
<br />= 984.2+ 0.33= 984.5 (Not Poured)
<br />= 973.5
<br />= 984.2
<br />= 974.5
<br />REC jVto
<br />OCT U 4 2016
<br />CITY OF ORONO
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />30 15 0 15 30 60
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LOSSES
<br />LEGALLY RESPONSIBLE FOR DAMAGES USE.
<br />RESULTING FROM ILLEGITIMATE USE,
<br />SURVEY LEGEND
<br />scIf-VL E 1N FEET
<br />SO
<br />RL
<br />��Hennepin
<br />SATH RE-BERGQUIST INC.
<br />1 m f
<br />CAST IRON MONUMENT
<br />aslx In[ na
<br />A/C UNIT
<br />J
<br />(
<br />CATCH BASIN
<br />©
<br />tb Ei CU'
<br />sss- BUILDING SETBACK LINE
<br />FLARED END SECTION
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />c -v CABLE TV
<br />05-31-16
<br />C
<br />OO
<br />ELECTRIC MANHOLE
<br />CONCRETE CURB
<br />GUY WIRE
<br />N
<br />N
<br />o
<br />CONCRETE
<br />��r
<br />*s IJ =
<br />=5
<br />s•
<br />©
<br />I
<br />T
<br />-_ 960 _ CONTOUR EXISTING
<br />C1
<br />SURVEY MONUMENT SET
<br />\f
<br />GAS VALVE
<br />Y
<br />S
<br />A
<br />SURVEY MONUMENT FOUND
<br />w6
<br />K11M
<br />I�L^a
<br />DT DRAIN TILE
<br />A
<br />P
<br />L
<br />HAND HOLE
<br />z�,�3.
<br />LIGHT POLE
<br />SOIL BORING
<br />x X- FENCE
<br />wo
<br />POWER POLE
<br />TREE CONIFEROUS
<br />FO FIBER OPTIC UNDERGROUND
<br />SANITARY MANHOLE
<br />= 984.2+ 0.33= 984.5 (Not Poured)
<br />= 973.5
<br />= 984.2
<br />= 974.5
<br />REC jVto
<br />OCT U 4 2016
<br />CITY OF ORONO
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />30 15 0 15 30 60
<br />FIELD CREW NO. BY DATE REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LOSSES
<br />LEGALLY RESPONSIBLE FOR DAMAGES USE.
<br />RESULTING FROM ILLEGITIMATE USE,
<br />SURVEY LEGEND
<br />scIf-VL E 1N FEET
<br />SO
<br />RL
<br />��Hennepin
<br />SATH RE-BERGQUIST INC.
<br />1 m f
<br />CAST IRON MONUMENT
<br />®
<br />A/C UNIT
<br />BITUMINOUS
<br />(
<br />CATCH BASIN
<br />©
<br />CABLE TV PEDESTAL
<br />sss- BUILDING SETBACK LINE
<br />FLARED END SECTION
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />c -v CABLE TV
<br />05-31-16
<br />GATE VALVE
<br />OO
<br />ELECTRIC MANHOLE
<br />CONCRETE CURB
<br />GUY WIRE
<br />EO
<br />ELECTRIC METER
<br />CONCRETE
<br />HYDRANT
<br />©
<br />GAS METER
<br />-_ 960 _ CONTOUR EXISTING
<br />C1
<br />SURVEY MONUMENT SET
<br />©
<br />GAS VALVE
<br />9sp _ CONTOUR PROPOSED
<br />/+
<br />SURVEY MONUMENT FOUND
<br />w6
<br />WETLAND BUFFER POST
<br />DT DRAIN TILE
<br />SURVEY CONTROL POINT
<br />HAND HOLE
<br />--- Esc ELECTRIC UNDERGROUND
<br />LIGHT POLE
<br />SOIL BORING
<br />x X- FENCE
<br />POWER POLE
<br />TREE CONIFEROUS
<br />FO FIBER OPTIC UNDERGROUND
<br />SANITARY MANHOLE
<br />;
<br />TREE DECIDUOUS
<br />-- GAS GAS UNDERGROUND
<br />SANITARY CLEANOUT
<br />OO
<br />TELEPHONE MANHOLE
<br />°"U OVERHEAD UTILITY
<br />SIGN
<br />CO
<br />TELEPHONE PEDESTAL
<br />- - - - - - - - - - SILT FENCE
<br />GROUND ELEVATION
<br />TRAFFIC SIGNAL
<br />-- _-' -- -- SANITARY SEWER
<br />977.5
<br />FOUNDATION ASBUILT ELEVATION
<br />OO
<br />UTILITY MANHOLE
<br />-" - STORM SEWER
<br />' -
<br />TEL TELEPHONE UNDERGROUND
<br />STORM DRAIN
<br />©
<br />UTILITY PEDESTAL
<br />STORM MANHOLE
<br />WELL
<br />UTA UTILITY UNDERGROUND
<br />- - J WATERMAIN
<br />FIELD CREW NO. BY DATE REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LOSSES
<br />LEGALLY RESPONSIBLE FOR DAMAGES USE.
<br />RESULTING FROM ILLEGITIMATE USE,
<br />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
<br />Land Surveyor under the laws of the State of Minnesota.
<br />y
<br />Dated this 20th ay of June, 6.
<br />,
<br />David B. Pemberton PLS Minnesota License No. 40344
<br />pemberton@sathre.com
<br />� FtS
<br />_
<br />W
<br />p
<br />N
<br />'
<br />Cti
<br />ESS
<br />SO
<br />RL
<br />��Hennepin
<br />SATH RE-BERGQUIST INC.
<br />1 m f
<br />TWP.117 - RGE.21- SEC.06
<br />CERTIFICATE O F SURVEY
<br />FOUNDATION ASBUILT
<br />PREPARED FOR.
<br />WEST BAY HOMES
<br />FILE NO.
<br />95325-007
<br />CT SR 1 EMW 7/5/2016 HARDCOVER WORKSHEET
<br />PfOJ@Ct City: C,i�fOt10
<br />DRAWN 2 EMW 7/21/2016 REVISED DRIVEWAY
<br />CO+Inty
<br />EMW 3 EMW 8/5/2016 ADDED PATIO
<br />CHECKED 4 EMW 10/1/2016 FOUNDATION ASBUILT
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />��
<br />Q� P
<br />pgp
<br />DATE
<br />05-31-16
<br />1co mysicu Ira( l
<br />2p 7p(P
<br />Fou !iron As - 8u, I4-
<br />
|