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DESCRIPTION OF PROPERTY SURVEYED
<br />8
<br />Lot 2, Block 1, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County,
<br />Minnesota.
<br />1) Site Address: 465 Lakeview Parkway, Orono, Minnesota, 55364
<br />A/
<br />2) Flood Zone Information: This property appears to lie in Zone X (Area determined to be outside the
<br />411/
<br />0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO285F,
<br />UTILITY EASEMENT DRAINAGE AND nT
<br />� �
<br />effective date of November 4th, 2016.
<br />22
<br />3) Parcel Area Information: Gross Area: 247,261 s.f. - 5.68 acres
<br />FND IP 14376
<br />953.6
<br />4) Benchmark: Elevations are based on development Benchmark located Lots 1/2 ,Block 2,
<br />� x 963.0
<br />LAKEVIEW OF ORONO, which has an elevation of: 961.48 (NGVD29).
<br />952.4 9998 _ _ N8403710111W 350. X960.7 °
<br />2 2 �� �)
<br />5 Zoning Information: The current Zoning for the subject property is LR- One Family Lakeshore
<br />) g g J P P Y ( Y
<br />/ \ ,=_--BIOFILTRATION - _ _ _ _� - 1 6yo� Qom°/
<br />°
<br />Residential - 2 Acres) per the City of Orono's zoning map dated September 2016. The setback, height,
<br />_
<br />�' BASIN12 - _
<br />/- x 956.5 x 957.0 � � �- o �,
<br />` \
<br />and floor space area restrictions for said zoning designation were obtained from the City of Orono
<br />BOTTOM=955.5 _
<br />N6>� / s5a - - X 5gg o �- -_ - - - - X57.5 e �°
<br />TOP=956.1 / V /g%
<br />/ / x 959.0
<br />found on their web site on the date of October 31st, 2017 and are as follows:
<br />9
<br />(PER PLAN) W 86 �-, / x g51 soo k9604 - - _ /
<br />/ ��
<br />�� ��
<br />-----CONSERVATIONEASEMENT
<br />Principal Structure Setbacks - Front: 50 feet (Lakeview Parkway)
<br />°
<br />�r V69 / / ------ 9� °
<br />Side: 10 feet
<br />,g�
<br />x 956.5 Y \ \ o``b
<br />Rear: 50 feet
<br />x 959.1
<br />/
<br />\ / _-� N85°50'33"W
<br />V ��/ \ �5�,
<br />Height: 30 feet
<br />- 291.44 ��
<br />\ x 9p4` -x \ X960-� � 7
<br />x 961.8 1.4 6&° /
<br />g
<br />Hardcover: 35 of lot area Tier 3 Stormwater Quality Overlay District Map
<br />x 97:8 _ _ \ x 960 2
<br />/
<br />percent per
<br />x/5 .8 / \
<br />_ _ _ _ _ _> CONSERVATION �- ----/x 95x.1 x s5s.7 x 662.6, x 961.1 / -96��
<br /><------ / 57.9 / �y g61.� �% /� \�1'
<br />SQ ,--- _-- EASEMENT / / TANKS; _ x 663.7 O
<br />o �.
<br />Please note that the general restrictions for the subject roe may have been amended through a city
<br />g J property rh Y g n
<br />process. We could be unaware of such amendments if they are not in a recorded document provided to
<br />9585 �o� x 962.V So
<br />us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current
<br />�� \ x64.2 /
<br />���� ti0 / o�`CS / ��� ;% O qs �6tt/ x 965.6 �� .�
<br />restrictions for this site.
<br />,S� 95' _,'�'r ��o��
<br />6/1. �`� x 656.7 / ho °�� �- �-' x 664.7 �J�oo Q� �� �
<br />/ ° �f' 'S
<br />6 Utilities: We have shown the location of utilities on the surveyed property b observed evidence only.
<br />) Y P P Y Y
<br />o o/ x962.4 �' /y` J P o
<br />S o ix 958.1 �o;� 6h• \ +9 O \F /° Gj
<br />There maybe underground utilities encumbering the subject property we are unaware. Please note that
<br />660.0 �ENCE�TE- °` 9 66� \ Q ° /�
<br />964.3 �� 5 ° S /0 - �Q x 967.0 /0 moo.
<br />X966-
<br />we have not laced a Gopher State One Call for this survey. There may or may not be underground
<br />P P Y Y Y g
<br />/ IRv s ^� s�2. F i�\
<br />g65a CO J x c" 9�?� Tc s� �s�s
<br />utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes
<br />place on or near this site. Before digging, you are required by law to notify Gopher State One Call at
<br />+�6��
<br />X 958.2 k 962.1 0. o i 10
<br />O x 964.4 h ,
<br />x 956.8 / o 6��'b� °°� +�
<br />O A� � 'C 6� - 5 � �j)� +�6 o�q
<br />/964.3
<br />/
<br />least 48 hours in advance at 651/454-0002.
<br />o T V °° o °' /�,���� o°. ^`h 9 ?8 ��g , 6� 9 +
<br />/ BLOCl� 1 / + All 0 3 0
<br />��V �971•� •O )� �j
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation = 975.0
<br />+ moo.
<br />/ FENCE-- ^ / OP 9 C N SOA g 1 8\\ 9 -Q6-' >/ �� ��`�/
<br />��� TOF= 0\� 9 2 1 \ �'J�� I C \'
<br />LOT 2 �'/ 3, J s 6 , + ° ,� /
<br />Proposed Top of Foundation Elevation = 975.3
<br />Proposed First Floor Elevation - 976.97
<br />/ / v� j oi'/ o BFE= xo
<br />x 958.4 rn �. �P �o o g• 975.3 972.2 +
<br />/ o, ) )
<br />x 956.6 / c0 ti 966.7 O a + /
<br />rn / FFE= o`� qj��« i 72.2 + 96 /
<br />Proposed Basement Floor Elevation = 966.6
<br />O �x
<br />/ / + /I co ,« « i O • rr S_ F 972.8 9) 9/ I �.
<br />/ x rni A WALKOUT 977.1 x / _RET. O o/
<br />j 97`/ �" 4.T �`�
<br />WALL +
<br />/
<br />Asbuilt Elevations
<br />O O 465 LAKEVIEW x 973.4-� o
<br />/ °' 976.6 «' �' o, ,' o' v, �Y /
<br />x 958.0 966D 1 «9 1� O� o PKWY ��' �1 9� °
<br />Asbuilt Garage Floor Elevation = 975.0
<br />.'«
<br />/ / x / t� OF °; xs ��t-� -6 x 973.1 \ °�6 'o
<br />x 958.0, 8 +, `O l�P0 h Gj 9)g i / o'
<br />Asbuilt Top of Foundation Elevation = 975.3 (Foundation Asbuilt)
<br />/ / / 9 64 6 h 1 4 x g 71.5
<br />/ g 6 2 E ` s� " M N 976. ^ 9j 6 j�
<br />x 956.7 b, W' ' ��O BBp. . rn rn - °D 0^ �S x 973.9
<br />Asbuilt First Floor Elevation = 977.1
<br />Asbuilt Basement Floor Elevation = 966.7
<br />9 _ - - - _ c0 o v�
<br />N / 9 �" 1 .IIS. ISO]
<br />N 6 ��• . b 3.9 1.6 �r <r ii rn
<br />o IRV sx� \ oO� ^ n o -° rn x 973.0
<br />'Cl _ °' ^ °
<br />°' 969k 2�
<br />/
<br />FENCE GATE 98 - E N_i ri. N -
<br />Oh ° / - �o-j opo \ ° A o GFE= 9' 0 0. 0' �. %
<br />�. ro 2.0
<br />A -
<br />\ 960.1 0C) o ,0 1-, 45 M 975.0 n 2 0% 2.$ � rn
<br />IL
<br />IL i .. C_iS/ x 960.4 rn C� 9��0��.� 9�7 �91__�.. �.. ` w �n
<br />956.8 x / x 958.2 / / - ELL, 9)/Q « ti � o ° . ` rn .. 972.9 rn� rn
<br />- g' O�,N
<br />\ CULVERT. �
<br />O
<br />/ / 969• %�uo n rn N
<br />w, 02.0m rn� 0, n nv
<br />973.5 v rn N Cp
<br /><o l9 9 = F 24.0 973.3 n (fj
<br />�O x "' °'
<br />Q o`o �(b rn 7- ° �_ 972. ;'. 974,6 g74.2 . ^' m p o l�
<br />+ xv 973.6 ' 9 / 974,6 / / rn N /N
<br />/ +� �� FE CE I ELANDS A INC % _
<br />966.4 GA TE-
<br />968.8 x 97,., - 973 T I V
<br />/ x 962. �� h 972.2 973.6 x 973�6�- Z 73.9x974.1 <� 973.5 +9\ + 2 n� p 1 rN
<br />n� 11-1
<br />00 q� \ g)j0 rn
<br />/ /L�L_v.�r�
<br />) x 9135 ,
<br />\ Cb k� cdS + +g x 974.5 \ \ 0);K/ rn
<br />x 957.5 0
<br />-\ �g \ 0)/ 0
<br />\� / 4 9 4.2 +9) X12 Ixf
<br />/
<br />959.3 x _ / / ry/ x 975.5 i nT
<br />x 975.4 ?.>
<br />/13
<br />�. N89 58 14 E 187.19 _ _ _ x 9x2.7 / + 672.0 - \ \ °' 4;
<br />° ' " / ALTERNATIVE \ x 973.6 I rn
<br />- -
<br />/ / x 976.6 SEPTIC SITE
<br />Qo�� - \ �4� x
<br />x 966.5/ 977.7 r'
<br />YJI -_ X976.0 ^_
<br />^� x9784\
<br />rn
<br />o \�\ \Sq `S/ / / / / x9 6.9 50
<br />�g o^
<br />�� \ � _�9� O x 970.3 --------------
<br />�v SS• OS �� -� x 979.1 9g
<br />T11i4J
<br />�` ��ii
<br />�� x 974.8 IC �
<br />x
<br />V
<br />979.9 x 981.9 ^ ^
<br />DRAINAGE AND �\ �T / I x 0) rn
<br />-' UTILITY EASEMENT � - �S L.v i x / x 977.0 x 9 0.4 �, x
<br />^ ��
<br />°g \ / / / Q�� 1 I `lam
<br />1
<br />�,
<br />SITE I\f_.
<br />c ^DO
<br />V 9 x 978.9 rn
<br />S!O . 97\ / / x 974.7 / \^/ / I I `�° 0�
<br />N T 0111
<br />0/ a v - 2 -x973.9 / k� x x 981.4 x
<br />6 1 x 974.6 982.4
<br />O Y
<br />Bearings are based on the Hennepin County
<br />S (� 1 K f �� l fl hl 111
<br />� CONSERVATION y \ p
<br />_ N84°37'01"W °
<br />' EASEMENT _-_ 350.22 - - - /
<br />�� 976 /
<br />0
<br />- _ = Coordinate System (NAD 83 - 1986 1 )
<br />C M S s m N ad'.
<br />A �,, " A
<br />P
<br />,_ _ x977.6 + x823 N
<br />CONSERVATION 90 x 982.7 / O
<br />_EASEMENT -_ ��� ��� / 8 �
<br />L"'" , .._ 30 15 0 15 30 60
<br />E
<br />x 977.7
<br />SR __N_ x 978.8 \ W
<br />°p �& \
<br />1 I SCALE IN FEET
<br />O �� L
<br />6, 4
<br />0``�O�
<br />X972.5 GRADING ASBUILT ELEVATION
<br />X972.5 FOUNDATION ASBUILT ELEVATION SURVEY LEGEND
<br />��� ��� 9 982.4 0
<br />O� CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS
<br />CATCH BASIN FEE FIRST FLOOR ELEVATION
<br />x 978.9CO
<br />�+ 0)
<br />S 980.4'--x�980.0� x 983.3 o L� -
<br />9i 1fND IP 25684 -
<br />Ox �' x 98�, x 983.0 _
<br />/ ���<� ��A
<br />BLOCK1 O i 983.3 FIND IP 25684 �''
<br />/ �
<br />BUILDING SETBACK LINE
<br />a FLARED END SECTION GFE GARAGE FLOOR ELEVATION cry
<br />c � � � 984 g
<br />CABLE TV
<br />�
<br />/ ��' 98 7 -985.7
<br />2' 985.6
<br />[XI GATE VALVE TOE TOP OF FOUNDATION ELEV. CONCRETE CURB
<br />LOE LOWEST OPENING ELEV.
<br />4 _x 982.1 P 985.3
<br />LOT 2 N 00 FNO 984.8
<br />/ 181 56 ii W 102 16
<br />< GUY WIRE CONCRETE
<br />HYDRANT © CABLE TV PEDESTAL -960_
<br />S87o
<br />/ / 994'2 /
<br />CONTOUR EXISTING
<br />❑E ELECTRIC TRANSFORMER
<br />N -�N
<br />%0
<br />g3. 53 SAINT ANDREW STREET �
<br />O SURVEY MONUMENT SET
<br />o- CONTOUR PROPOSED
<br />SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE o-o-o-o- GUARD RAIL
<br />o og�22"
<br />0
<br />R_26O.00
<br />0 SURVEY CONTROL POINT OE ELECTRIC METER DT DRAIN TILE
<br />o -
<br />\ GAS METER Esc ELECTRIC UNDERGROUND
<br />LIGHT POLE
<br />_
<br />-
<br />© GAS VALVE -x-x- FENCE
<br />`� POWER POLE
<br />❑H HAND HOLE Fo FIBER OPTIC UNDERGROUND
<br />SANITARY MANHOLE
<br />coo ��
<br />• �r 1
<br />SOIL BORING cas GAS UNDERGROUND
<br />Q SANITARY CLEANOUT
<br />/
<br />N /
<br />\ /
<br />\ Z /
<br />TREE CONIFEROUS o"u OVERHEAD UTILITY
<br />SIGN
<br />9725 TREE DECIDUOUS """"""""" RAILROAD TRACKS
<br />.[
<br />GROUND ELEVATION
<br />\ SAINT ANDREW STREET
<br />IIS87°18'56"W 102.16
<br />� STORM DRAIN O TELEPHONE MANHOLE > SANITARY SEWER
<br />TELEPHONE PEDESTAL ->STORM SEWER
<br />p9 22 _
<br />sT STORM MANHOLE ® WETLAND BUFFER POST TEL TELEPHONE UNDERGROUND
<br />_53
<br />/ 60.()() \
<br />YARD LIGHT O UTILITY MANHOLE uT UTILITY UNDERGROUND
<br />D A/C UNIT u UTILITY PEDESTAL WATERMAIN
<br />WELL
<br />TREE TO BE REMOVED
<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 />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 />Dated thi 27th day April, 2018.
<br />1 �R
<br />��
<br />_
<br />/
<br />S(JR�
<br />1 op SAT H R E- 6 E RG Q U I ST INC.
<br />\
<br />TWP:117-RGE.23-SEC.06
<br />CERTIFICATE OF SURVEY
<br />GRADING ASBUILT
<br />FILE NO.
<br />64685-013
<br />CT/MD 1 JPR 4/30/2018 ADDED LANDSCAPING
<br />Hennepin County
<br />DRAWN 2 BRV 5/1/2018 REVISED SURVEY
<br />BRV/JPR 3 BRV 6/19/2018 FOUNDATION ASBUILT
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ORONO,
<br />PREPARED FOR:
<br />1
<br />CHECKED 4 JPR 11/30/2018 GRADING ASBUILT
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
<br />C
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />N
<br />c'l'
<br />FRS
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />�� WWW.SATHRE.COM
<br />��
<br />F' VP
<br />MINNESOTA
<br />NORTON HOMES
<br />DBP 5 JPR 7/2/2019 ASBUILT LANDSCAPING
<br />DATE
<br />04/13/18
<br />pemberton@sathre.com
<br />
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