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<br />FND IP I" FND CIM CIM REE MON <945.7
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<br />• �; x 972.0 ,� _-c�� x 945.6
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<br />x -x l�' '2 i _;fig J r� 13.0 0 rr� Sia 955.9 \ \
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<br />i J 981.4 981.0- ( e
<br />988.8 x x x
<br />l \.. X \
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<br />\ 4.0 `� x 9'58 s ` x S62
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<br />' d Q '6O O X o O ' ^� X ! � � x X72.3 -- -',- '•-. \�� _\
<br />Se 981.0
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<br />N � �7 \ �� 98a
<br />\ X (938.1) X o 00� °4 Deck l J' \g ` "1-973.6 o ~' \ �/� cg k 94x_8
<br />v (-67.0 x t 4 _ ��� �
<br />e � _973 _
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<br />i I m 9 8.7 x 973.3
<br />x a x TFDN o Existing Contour Used 1 ...
<br />X 991 a \ 89.6x 989.6 ° For Height CalculatC0___
<br />978-)
<br />7000 991.7 t Stoop
<br />991007 S #4. / o Ln OS #3 yt,6 & 9 0 8.52.PND IP 1 1.04 200 0 3-
<br />� `� - - - -� - - � � ., ., .. - - 984.61,� � .- -� O- - - as.6 k 9es. _978 Building Setbck �\
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<br />9g 9$0`- �` < 973.' ._. '•--.. '`'l `� �. - \ \\
<br />982 - __w.._
<br />\ ^
<br />p . � �,;; 984 x 983.0
<br />Ex.. Shed
<br />-- ,
<br />G Q 2 r� ° Removed \
<br />ag s, o O 986 ---=... 971 5
<br />x s
<br />Proposed -Silt Fence Y982o x
<br />9.6 �� 9896 R 988.3- p _ _ w _ _ -ii 983.3
<br />,
<br />G� 7001 "' � , g - _., 935.4
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<br />S89°08'00"W 395.39
<br />39 \ 989.312 a g ,
<br />P 1" ��9GP FND IP I.. q�0 N ood_ Ret. Wall $56 \ q \
<br />�j 99G\ ..
<br />98zo ' ,� 974.9 o SEPTIC CLEAN OUT`x9 z.o�,�4� .,
<br />Brown n Roa North o1 dll 9 ac7 Grave/
<br />Dri v
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<br />SURVEY LEGEND
<br />944.9 NX
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<br />944.9
<br />I hereby certify that this is a true and correct representation of a survey of the
<br />boundaries of:
<br />Registered Land Survey No. 1275, Tract F, according to the recorded plat thereof,
<br />Hennepin County, Minnesota,
<br />and the location of all buildings, if any, thereon, and all visible encroachments, if
<br />any, fr m or on said land, as surveyed by me this 20th day of January, 2015.
<br />RECEIVED
<br />a c- MAY - 6 2015
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@sathre.com CITY OF ORONO
<br />FILE NO.
<br />CERTIFICATE O F SURVEY 31202-227
<br />PREPARED FOR: 1
<br />GONYEA HOMES
<br />1
<br />-I90 'brftn 101inl
<br />2D�5 by11
<br />FaindA
<br />i'�^- � Bulk
<br />Proposed Elevations
<br />Basement
<br />Asbuilt Elevations
<br />0
<br />CAST IRON MONUMENT
<br />�I
<br />A/C UNIT
<br />BITUMINOUS Proposed Garage Floor Elevation = 989.4
<br />Perimeter at or Below 984.7 foot Contour = 91.6
<br />Asbuilt Garage Floor Elevation
<br />= 988.8+0.33=989.1 (NOT POURED)
<br />®
<br />CATCH BASIN
<br />G
<br />CABLE TV PEDESTAL
<br />--, T,; --- CABLE Tv Proposed Top of Foundation Elevation = 989.7
<br />Total Perimeter = 183.0
<br />Asbuilt Top of Foundation Elevation
<br />= 989.6
<br />a
<br />FLARED END SECTION
<br />LEJ
<br />ELECTRIC TRANSFORMER
<br />----------- CONCRETE CURB Proposed Main Floor Elevation = 990.7
<br />Asbuilt Basement Floor Elevation
<br />= 981.0 NOTES:
<br />M
<br />GATE VALVE
<br />CES
<br />ELECTRIC MANHOLECONCRETE
<br />Proposed Basement Floor Elevation = 981.0
<br />Coverage = 50.1%
<br />OO
<br />ELECTRIC
<br />1.) Existing utilities shown are shown in an approximate way only. The contractor
<br /><
<br />`0'
<br />GUI' WIRE
<br />METER
<br />CONTOUR EXISTING
<br />shall determine the exact location of any and all existing utilities before commencing
<br />HYDRANT
<br />O
<br />GAS METER
<br />ssv CONTOUR PROPOSED Setbacks
<br />Contour used for Building Height
<br />work. He agrees to be fully responsible for any and all damages arising out of his
<br />0
<br />IRON PIPE SET
<br />©
<br />GAS VALVE
<br />-- -- DT - DRAIN TILE Min. Front Yard Setback = 30'
<br />failure to exactly locate and preserve any and all existing utilities.
<br />gOR
<br />•
<br />IRON PIPE FOUND
<br />-
<br />GUARD RAIL
<br />-- E0C- - ELECTRIC UNDERGROUND Min. Side Yard Setback = 30'
<br />Foundation Above 984.7 Contour
<br />LIGHT POLE
<br />HAND HOLE
<br />-x x FENCE Min. Rear Yard Setback = 50'
<br />Imo- 2
<br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />POWER POLE
<br />sa
<br />SOIL BORING
<br />---- FO -- -FIBER OPTIC UNDERGROUND
<br />Proposed Hardcover - (Tier 2) - 30% Max.
<br />Foundation at or below 984.7 Contour
<br />x
<br />Z 3.) All offset irons are measured to hundredths of a foot and can be used as
<br />S
<br />SANITARY MANHOLE
<br />TREE CONIFEROUS
<br />GAS UNDERGROUND Lot Area = 90,934 +/- Sq.Ft.
<br />benchmarks.
<br />SANITARY CLEANOUT
<br />TREE DECIDUOUS
<br />°HU OVERHEAD UTILITY House Area = 2,220 Sq,Ft.M
<br />x
<br />Fence ties are shown on the
<br />I' !
<br />OT
<br />TELEPHONE MANHOLE
<br />-' Stoop Area = 99 Sq.Ft.
<br />- RAILROAD TRACKS Deck Area = 176 Sq.Ft.
<br />Unexcavated Area
<br />C,
<br />� a,
<br />4.) The proposed driveway shown is conceptual only and does not purport to show
<br />side of the boundary line that
<br />x972.5
<br />GROUND ELEVATION
<br />0
<br />TELEPHONE PEDESTAL
<br />> SANITARY SEWER Concrete Area = 1,212 Sq.Ft.
<br />m J
<br />LL
<br />x
<br />exact) how the driveway shall be built.
<br />the fence is located on. y y
<br />STORM DRAIN
<br />cr---
<br />TRAFFIC SIGNAL
<br />» STORM SEWER, Total Impervious Surface = 3,707 Sq,Ft.
<br />Offset Irons
<br />1,4+/-
<br />5.) A title opinion was not furnished to the surveyor.
<br />s7
<br />STORM MANHOLE
<br />(Q)
<br />UTILITY MANHOLE
<br />TEL TELEPHONE UNDERGROUND
<br />(elevations are to the top of piped
<br />x
<br />YARD LIGHT
<br />[Q]
<br />UTILITY PEDESTAL
<br />UTP UTILITY UNDERGROUND Coverage = 4.1%
<br />OS #1 = 988.85 OS #2 = 975.89
<br />6.) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />OS #4 = 991.04 OS #3 = 984,61
<br />WATERMAIN
<br />7.) Benchmark: MnDOT Geodetic Monument: 2713 AG = 997.593 Feet (NAVD88)
<br />997.573 Feet (NAVD29)
<br />FIELD CREW NO.
<br />BY
<br />DATE
<br />REVISIONS
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />TWP.118 - RGE.23 - SEC.34
<br />1
<br />-----
<br />BDH
<br />------
<br />02/11/15
<br />Adjusted Proposed Elevations
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />CRs
<br />su
<br />yea
<br />HENNEPIN COUNTY
<br />---------
<br />------------------------------------------
<br />DRAWN BY
<br />2
<br />BDH
<br />03/10/15
<br />House--------------
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />BDH
<br />-----
<br />3
<br />------
<br />BDH
<br />---------
<br />03/17115
<br />---------
<br />-__--Restaked
<br />Restaked House
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />20 10 0 10 20
<br />40
<br />�? /'
<br />_
<br />� •` �
<br />\ ATH RE-BERGQUIST INC.
<br />w
<br />-----
<br />CHECKED BY 4
<br />------
<br />Bry
<br />---------
<br />04/22/15
<br />-----------------------------------------
<br />Foundation Asbuilt
<br />-
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />790 Brown Road N.
<br />DBP
<br />-----
<br />------
<br />-----------------------------------------------------SATHRE-BERGQUIST,
<br />INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />SCALE IN FEET
<br />m ,,,
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />ro
<br />Long Lake,
<br />-----
<br />------
<br />---------
<br />------------------------------------------
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />��
<br />DATE
<br />-----
<br />------
<br />---------
<br />______
<br />FROM ILLEGITIMATE USE.
<br />��'xFRs
<br />F0,
<br />Minnesota
<br />01 /07/15
<br />------------------------------------
<br />944.9 NX
<br />'Is
<br />X 944.9
<br />944.8/
<br />944.9
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<br />944,91 i
<br />1
<br />E:
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<br />i�
<br />7106 1
<br />946.900
<br />FND IP 1/2" i
<br />�0 l
<br />28+/--
<br />(A
<br />8+/- 1
<br />944.9 \
<br />944.9
<br />I hereby certify that this is a true and correct representation of a survey of the
<br />boundaries of:
<br />Registered Land Survey No. 1275, Tract F, according to the recorded plat thereof,
<br />Hennepin County, Minnesota,
<br />and the location of all buildings, if any, thereon, and all visible encroachments, if
<br />any, fr m or on said land, as surveyed by me this 20th day of January, 2015.
<br />RECEIVED
<br />a c- MAY - 6 2015
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@sathre.com CITY OF ORONO
<br />FILE NO.
<br />CERTIFICATE O F SURVEY 31202-227
<br />PREPARED FOR: 1
<br />GONYEA HOMES
<br />1
<br />-I90 'brftn 101inl
<br />2D�5 by11
<br />FaindA
<br />i'�^- � Bulk
<br />
|