|
X9�.;,g,7 95' � �,,
<br />® ':`x:50, 8
<br />aSe: 6r t:
<br />s
<br />5a.reet E. m I
<br />f � ra
<br />I w-945,7 c.F
<br />4.
<br />..'DOe. NO.,...,
<br />C .
<br />f•
<br />9�
<br />I\' .34.29961 �Q.B �
<br />93&8-- — — 30,5 — — — — — — — — — — — — — — — — — — — — —
<br />X6.9 I T 9,-1,a
<br />22. - x x x x x -- x
<br />.. ��
<br />\ Found IP Marked 16456 0.3 South, 0.75 West of Corner
<br />.. —� — — and IP Marked 16456 0.1 South, 0.9 West of Corner--
<br />7
<br />orner—v X
<br />0 323 8
<br />— Nart west coiner of Lot 10 S89 21 19 E 284.15 —a.
<br />0 1 n Drainage and Utility Easement Per Doc N 920 -
<br />! .1 \ 7 a e t �� I
<br />5
<br />/ - - a.,,n
<br />,
<br />- - - - - RETAINING WALL - -
<br />EXISTING BUILDING
<br />(TRACED OFF OF AERIAL PHOTO)
<br />PROPERTY DESCRIPTION
<br />i
<br />Lot 9; and that part of Lots 10, 11, and 12, Block 1, HILLSIDE PARK, according to the recorded plat thereof, Hennepin County, together with that part of the
<br />SURVEY LEGEND
<br />vacated alley adjoining said Lot 12, lying East of a line described as commencing at the Northwest corner of said Lot 10; thence on, -in assumed bearing of North
<br />_
<br />89 degrees 57 minutes 07 seconds East along the North line of said Lot 10 a distance of 307.00 feet to the point of beginning of the line to be described; thence
<br />�s S�R�
<br />n
<br />�
<br />on a bearing of South to the shoreline of Lake Minnetonka and said line there terminating.
<br />DRAWN BY 4 MNK 3-13-14 Revised House Layout
<br />o
<br />SMH
<br />1.) Site.Address: 364 Westia ke Street, Orono, it l 55356 _
<br />Rory L. Syn.ste n, Professional Land Surveyor
<br />Minnesota License No. 44565
<br />2) Gross Land Area: 62,242+/- Sq. Ft. or 1.43 +/- Acres (calculated to OHWL)
<br />O
<br />3) The current Zoning for the subject property is LR -1A - One Family Lakeshore Residential - 2 Acres per the City of Orono's zoning snap dated March, 2011. The
<br />C
<br />setback, height, and floor space area restrictions for said zoning designation were obtained from Section 78-305 found on their web site on the date of
<br />CAST IRON MONUMENT
<br />p °
<br />Rim=935.7
<br />Structure Height (max.) 30 feett
<br />BI FJMINOUS
<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
<br />Oas
<br />if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current
<br />®
<br />restrictions for this site.
<br />a_
<br />Inv=923.88
<br />Bearings are based on the Hennepin County
<br />commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities.
<br />Coordinate system (NAD 83 - 1986 adj.)
<br />4) The Property in contained within Teir 1 of the Stormwater Quality Overlay District per the Stormwater Quality Overlay District Tiers Map Dated 4-19-13.
<br />20 10 0 10 20 40
<br />5) The Property is contained with the Stubbs Bay Drainage District Boundary per the Drainage District Boundary map dated 11-30-10, and does not appear to be
<br />FLARED END SECTION
<br />-°o
<br />S
<br />6) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />CONCRETE CURB
<br />7) All offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />8) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
<br />N
<br />9) A title opinion was not furnished to the surveyor.
<br />OE
<br />0
<br />,=
<br />O
<br />Lot Area = 62,242 S.F.-t�
<br />excavation or construction.
<br />L
<br /><
<br />GUY WIRE
<br />OE
<br />ELECTRIC METER
<br />J
<br />CONTOUR EXISTING
<br />House Area = 5,919 S.F.
<br />Asbuilt Garage Floor Elevation
<br />Asbuilt Top of Foundation Elevation
<br />= 952,4
<br />= 953.1 -
<br />HYDRANT
<br />©
<br />GAS METER
<br />CONTOUR PROPOSED
<br />Stoop Area = 282 S.F.
<br />Asbuiit Basement Floor Elevation
<br />= 944.1
<br />O
<br />IRON PIPE SET
<br />©
<br />GAS VALVE
<br />DT
<br />DRAIN TILE
<br />Sidewalk Area = 111 S.F.
<br />° c
<br />�.. ° ,
<br />= 955.1
<br />•
<br />IRON PIPE FOUND
<br />GUARD RAIL
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />za
<br />5r
<br />a
<br />J.. cn
<br />LIGHT POLE
<br />[E
<br />HAND HOLE
<br />—x—x—
<br />FENCE
<br />84
<br />Retaining Wall = 84 S.F.S.F
<br />-
<br />S6
<br />SOIL BORING
<br />FO
<br />FIBER OPTIC UNDERGROUND
<br />Pool Area = .F.
<br />�
<br />POWER POLE
<br />Total Impervious Area = 15,523S.F.
<br />Ds
<br />SANITARY MANHOLE
<br />TREE CONIFEROUS
<br />cos
<br />GAS UNDERGROUND
<br />Coverage = 24.94% (25% Max)
<br />Q
<br />SANITARY CLEANOUT
<br />TREE DECIDUOUS
<br />oHu
<br />10HU
<br />SIGN
<br />OT
<br />TELEPHONE MANHOLE
<br />1 1 +1 1
<br />1 RAILROAD TRACKS
<br />i
<br />/
<br />— Found Rebar 0.04 NW of Corner
<br />X942.°
<br />x940,0 x945<2
<br />X949°0 950JT
<br />9;7,3 w,950.0 .�
<br />t` . �,
<br />j ' 6
<br />�_
<br />N89°'? I' 19"W
<br />510.48
<br />Proposed Elevations
<br />❑
<br />STORM DRAIN
<br />�--_—�-
<br />TRAFFIC SIGNAL
<br />»
<br />STORM SEWER
<br />Proposed Garage Floor Elevation = 952.0
<br />ST
<br />STORM MANHOLE
<br />u0
<br />UTILITY MANHOLE
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />Proposed Top of Foundation Elevation = 952.4
<br />\
<br />4
<br />uTL-
<br />9; 6.3
<br />x94U K343,5 x945,9
<br />947,cz 943,3 X949.5 v" 949"
<br />YARD LIGHT
<br />0
<br />UTILITY PEDESTAL
<br />Proposed First Floor Elevation = 954.4WATERMAIN
<br />No. 3239208 I
<br />-Line Parallel to the South Line of the Northwest 1/4 Sec. 5, T 117, R 2 3
<br />GRADING; AS3tiiL"� ELEVATION
<br />2
<br />7
<br />Resulting contour = 94$.4
<br />Drainage
<br />and Utility Easement Per Doc. �._
<br />® -'--Existing
<br />�.— - Sanitary Clean
<br />Out -
<br />"
<br />945.0
<br />'946.4
<br />-
<br />- -
<br />8
<br />950,6
<br />h
<br />.....
<br />D \
<br />f
<br />i
<br />\\
<br />9
<br />���oQ \
<br />O O
<br />o
<br />'O �O O � 939.2
<br />I
<br />I
<br />d
<br />946.4
<br />r
<br />s
<br />i
<br />�:...
<br />X94-7 J q �
<br />r~ 9413
<br />J 9 9 0
<br /><�n
<br />r. s-
<br />r"
<br />X9�.;,g,7 95' � �,,
<br />® ':`x:50, 8
<br />aSe: 6r t:
<br />s
<br />5a.reet E. m I
<br />f � ra
<br />I w-945,7 c.F
<br />4.
<br />..'DOe. NO.,...,
<br />C .
<br />f•
<br />9�
<br />I\' .34.29961 �Q.B �
<br />93&8-- — — 30,5 — — — — — — — — — — — — — — — — — — — — —
<br />X6.9 I T 9,-1,a
<br />22. - x x x x x -- x
<br />.. ��
<br />\ Found IP Marked 16456 0.3 South, 0.75 West of Corner
<br />.. —� — — and IP Marked 16456 0.1 South, 0.9 West of Corner--
<br />7
<br />orner—v X
<br />0 323 8
<br />— Nart west coiner of Lot 10 S89 21 19 E 284.15 —a.
<br />0 1 n Drainage and Utility Easement Per Doc N 920 -
<br />! .1 \ 7 a e t �� I
<br />5
<br />/ - - a.,,n
<br />,
<br />- - - - - RETAINING WALL - -
<br />EXISTING BUILDING
<br />(TRACED OFF OF AERIAL PHOTO)
<br />PROPERTY DESCRIPTION
<br />i
<br />Lot 9; and that part of Lots 10, 11, and 12, Block 1, HILLSIDE PARK, according to the recorded plat thereof, Hennepin County, together with that part of the
<br />SURVEY LEGEND
<br />vacated alley adjoining said Lot 12, lying East of a line described as commencing at the Northwest corner of said Lot 10; thence on, -in assumed bearing of North
<br />_
<br />89 degrees 57 minutes 07 seconds East along the North line of said Lot 10 a distance of 307.00 feet to the point of beginning of the line to be described; thence
<br />�s S�R�
<br />n
<br />�
<br />on a bearing of South to the shoreline of Lake Minnetonka and said line there terminating.
<br />DRAWN BY 4 MNK 3-13-14 Revised House Layout
<br />NOTES:
<br />CHECKED BY 6 RLS 4-8-14 Revised Per City Comments
<br />1.) Site.Address: 364 Westia ke Street, Orono, it l 55356 _
<br />Rory L. Syn.ste n, Professional Land Surveyor
<br />Minnesota License No. 44565
<br />2) Gross Land Area: 62,242+/- Sq. Ft. or 1.43 +/- Acres (calculated to OHWL)
<br />O
<br />3) The current Zoning for the subject property is LR -1A - One Family Lakeshore Residential - 2 Acres per the City of Orono's zoning snap dated March, 2011. The
<br />C
<br />setback, height, and floor space area restrictions for said zoning designation were obtained from Section 78-305 found on their web site on the date of
<br />CAST IRON MONUMENT
<br />12-31-2013 and are as follows: Lot Area: 2 Acres; Lot Width: 200; Front Yard Setback 50 feet; Side Yard Setback 30 feet: Rear Yard Setback 50 feet;
<br />A/C UNIT
<br />Structure Height (max.) 30 feett
<br />BI FJMINOUS
<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
<br />Oas
<br />if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current
<br />®
<br />restrictions for this site.
<br />N O R -�
<br />Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existi„g utilities before
<br />Bearings are based on the Hennepin County
<br />commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities.
<br />Coordinate system (NAD 83 - 1986 adj.)
<br />4) The Property in contained within Teir 1 of the Stormwater Quality Overlay District per the Stormwater Quality Overlay District Tiers Map Dated 4-19-13.
<br />20 10 0 10 20 40
<br />5) The Property is contained with the Stubbs Bay Drainage District Boundary per the Drainage District Boundary map dated 11-30-10, and does not appear to be
<br />FLARED END SECTION
<br />within a buffer area of a wetland.
<br />SCALE IN FEET
<br />6) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />CONCRETE CURB
<br />7) All offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />8) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
<br />N
<br />9) A title opinion was not furnished to the surveyor.
<br />OE
<br />10) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />,=
<br />11) We have shown the proposed location of the sanitary sewer line and clean outs for reference only. The sewer line must be designed and approved before
<br />Lot Area = 62,242 S.F.-t�
<br />excavation or construction.
<br />L
<br />11) Benchmark: Lake Minnetonka Water Elevation = 928.54 Feet (NGVD 1929) Per Minnehaha Creek Water Shieds Web Site.
<br />i
<br />d
<br />d .
<br />SURVEY LEGEND
<br />REVISIONS
<br />_
<br />12) House has not been staked at the time of this certification.
<br />�s S�R�
<br />n
<br />�
<br />xxx 3 MNK 3-03-14 Revised House Layout
<br />DRAWN BY 4 MNK 3-13-14 Revised House Layout
<br />RLS 5 MNK 3-28-14 Revised Per City Comments
<br />CHECKED BY 6 RLS 4-8-14 Revised Per City Comments
<br />t
<br />Rory L. Syn.ste n, Professional Land Surveyor
<br />Minnesota License No. 44565
<br />\
<br />O
<br />C
<br />11) Benchmark: Lake Minnetonka Water Elevation = 928.54 Feet (NGVD 1929) Per Minnehaha Creek Water Shieds Web Site.
<br />NO.
<br />d
<br />d .
<br />SURVEY LEGEND
<br />REVISIONS
<br />_
<br />12) House has not been staked at the time of this certification.
<br />�s S�R�
<br />n
<br />�
<br />xxx 3 MNK 3-03-14 Revised House Layout
<br />DRAWN BY 4 MNK 3-13-14 Revised House Layout
<br />RLS 5 MNK 3-28-14 Revised Per City Comments
<br />CHECKED BY 6 RLS 4-8-14 Revised Per City Comments
<br />RLS 7 BDH 5-2-14 House Staked in Field
<br />Rory L. Syn.ste n, Professional Land Surveyor
<br />Minnesota License No. 44565
<br />DATE 8 EMW 5-21-14 Foundation Asbuilt Grade Revisions
<br />O
<br />C
<br />,.�.
<br />i
<br />CAST IRON MONUMENT
<br />❑a
<br />A/C UNIT
<br />V
<br />BI FJMINOUS
<br />Oas
<br />®
<br />CATCH BASIN
<br />0
<br />CABLE TV PEDESTAL
<br />CTv
<br />CABLE TV
<br />4 �aITE �I��
<br />._ a -.s •``�N NVPoh
<br />Wp
<br />Q
<br />FLARED END SECTION
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />CONCRETE CURB
<br />Hardcover (Tier 1)
<br />N
<br />GATE VALVE
<br />OE
<br />ELECTRIC MANHOLE
<br />,=
<br />CONCRETE
<br />Lot Area = 62,242 S.F.-t�
<br />Asbuilt
<br />L
<br /><
<br />GUY WIRE
<br />OE
<br />ELECTRIC METER
<br />CONTOUR EXISTING
<br />House Area = 5,919 S.F.
<br />Asbuilt Garage Floor Elevation
<br />Asbuilt Top of Foundation Elevation
<br />= 952,4
<br />= 953.1 -
<br />HYDRANT
<br />©
<br />GAS METER
<br />CONTOUR PROPOSED
<br />Stoop Area = 282 S.F.
<br />Asbuiit Basement Floor Elevation
<br />= 944.1
<br />O
<br />IRON PIPE SET
<br />©
<br />GAS VALVE
<br />DT
<br />DRAIN TILE
<br />Sidewalk Area = 111 S.F.
<br />Asbuilt First Floor Elevation
<br />= 955.1
<br />•
<br />IRON PIPE FOUND
<br />GUARD RAIL
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />Driveway Area = 6,197 S.F.
<br />LIGHT POLE
<br />[E
<br />HAND HOLE
<br />—x—x—
<br />FENCE
<br />84
<br />Retaining Wall = 84 S.F.S.F
<br />S6
<br />SOIL BORING
<br />FO
<br />FIBER OPTIC UNDERGROUND
<br />Pool Area = .F.
<br />�
<br />POWER POLE
<br />Total Impervious Area = 15,523S.F.
<br />Ds
<br />SANITARY MANHOLE
<br />TREE CONIFEROUS
<br />cos
<br />GAS UNDERGROUND
<br />Coverage = 24.94% (25% Max)
<br />Q
<br />SANITARY CLEANOUT
<br />TREE DECIDUOUS
<br />oHu
<br />OVERHEAD UTILITY
<br />SIGN
<br />OT
<br />TELEPHONE MANHOLE
<br />1 1 +1 1
<br />1 RAILROAD TRACKS
<br />x"%72.;"',
<br />GROUND ELEVATION
<br />(]
<br />TELEPHONE PEDESTAL
<br />>
<br />SANITARY SEWER
<br />Proposed Elevations
<br />®
<br />STORM DRAIN
<br />�--_—�-
<br />TRAFFIC SIGNAL
<br />»
<br />STORM SEWER
<br />Proposed Garage Floor Elevation = 952.0
<br />ST
<br />STORM MANHOLE
<br />u0
<br />UTILITY MANHOLE
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />Proposed Top of Foundation Elevation = 952.4
<br />uTL-
<br />UTILITY UNDERGROUND
<br />Proposed Basement Floor Elevation =943.0
<br />YARD LIGHT
<br />0
<br />UTILITY PEDESTAL
<br />Proposed First Floor Elevation = 954.4WATERMAIN
<br />Y.`u 72.5
<br />GRADING; AS3tiiL"� ELEVATION
<br />X972<5
<br />FOUNDATION ASUI! T ELEVATION
<br />Resulting contour = 94$.4
<br />X
<br />l.i
<br />x952,7
<br />X952<G
<br />X953,0
<br />X351,5
<br />51,8
<br />952.0
<br />✓9� 'c�� \ x951.9 f _ _ RETAINING WALL rs
<br />6
<br />\\�
<br />i r X951<4 949.1
<br />9
<br />x935.2
<br />OOr' I nT -1 r-\
<br />F X 949.3 +
<br />932.8 % 1
<br />�°Av C*e x947,4 ^ j
<br />' X942.2 /
<br />\ 944<4 X935.4
<br />x943.3 J /
<br />94 ;.3 932, < /
<br />X941.2
<br />Cil L<<` X942,8
<br />Ci
<br />X942.6
<br />\ O \ d\h ?' X935<6 cc °c
<br />a a \ / oj
<br />n / 7
<br />\cy,��
<br />EXISTING BUILDING s
<br />FFE-958.2 I
<br />GFE=957.1
<br />(TRACED OFF OF AERIAL PHOTO) '
<br />x953.0 1
<br />�} 2'} L_vT S8 x951.5
<br />9�952<7 x 950.3 I /
<br />352.7 � x.952.2 � as.sx
<br />Well 4'' Cast Iron Pipe -._� —7 X951.6 /X9509 /
<br />X953.6 X953,6 X53,2 *952,5 �// X934.4 /
<br />Found Rebar 0.5 NW of Corner /
<br />9:31.1 �
<br />X951,9 0
<br />X952,1 2,3 X952,3 X951,13 \� /
<br />0.9 I
<br />951.6 X L
<br />I,
<br />I n
<br />T ^
<br />V
<br />d
<br />L_V 1 v
<br />952,3 to
<br />SIDE SETBACK ��
<br />} � � 932.1
<br />2' X 2.2
<br />\lt � 95 `51.4
<br />Existing t°. 930.6
<br />:Ire
<br />u� ,
<br />P / 6 i ,ONC' a .. I n -r I �1 � / oc 1 t�
<br />a aA932.9 Z �� q
<br />G\ / a. .a d. ,' 't3 XtJ42,2 "y
<br />pe ni v Z Q
<br />\ Q7 °
<br />3< � rte. \ 9.'5.2 0� ! �/ G n.�
<br />. n n. n b `E, V , ..t,, / �i % ° % / �` �� ��° V
<br />942. a
<br />i
<br />_c
<br />9/11 dZI
<br />f s °C) 932,5
<br />i t X939..7 _ 4
<br />° I x i 1X94 0 `� � w
<br />_ O, 1
<br />X937,;: �\
<br />O I 9')_7, X934,\ / -
<br />00 (n
<br />o /
<br />� I RETAINING WALL
<br />LO X 1935.7 /
<br />� I I X';30,1 I
<br />_0 I .8 —..� 9,32.4
<br />L o x
<br />I I I X93/6 /
<br />933, 4 1 /�
<br />(- / L
<br />BLOCK 9 c� 932.0
<br />-�
<br />vO Ar-;
<br />x933,4 X333.1 X933,2
<br />I / /
<br />5
<br />Q,89°21' 19"E 99.25 I 40.00 X9::52.?
<br />{� a
<br />Vacated Alley Per Doc. Not 2711665 as �_� i i `� \y
<br />Q shown on County Half Sec,^ion Mapping
<br />_ -WTR
<br />I 328_9 i
<br />,
<br />FIELD CREW
<br />NO.
<br />d
<br />d .
<br />ao
<br />REVISIONS
<br />i
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHOF',1ZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SI-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR Pi .FT•Y LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITMATE USE.
<br />�.4
<br />0
<br />�s S�R�
<br />n
<br />�
<br />xxx 3 MNK 3-03-14 Revised House Layout
<br />DRAWN BY 4 MNK 3-13-14 Revised House Layout
<br />RLS 5 MNK 3-28-14 Revised Per City Comments
<br />CHECKED BY 6 RLS 4-8-14 Revised Per City Comments
<br />RLS 7 BDH 5-2-14 House Staked in Field
<br />Rory L. Syn.ste n, Professional Land Surveyor
<br />Minnesota License No. 44565
<br />DATE 8 EMW 5-21-14 Foundation Asbuilt Grade Revisions
<br />O
<br />C
<br />,.�.
<br />i
<br />0
<br />9418
<br />5\G
<br />V
<br />`�a
<br />Oas
<br />r E ,{
<br />w coca xa� d
<br />F
<br />�.
<br />4 ¢
<br />I
<br />Ii
<br />T
<br />X953,0
<br />X351,5
<br />51,8
<br />952.0
<br />✓9� 'c�� \ x951.9 f _ _ RETAINING WALL rs
<br />6
<br />\\�
<br />i r X951<4 949.1
<br />9
<br />x935.2
<br />OOr' I nT -1 r-\
<br />F X 949.3 +
<br />932.8 % 1
<br />�°Av C*e x947,4 ^ j
<br />' X942.2 /
<br />\ 944<4 X935.4
<br />x943.3 J /
<br />94 ;.3 932, < /
<br />X941.2
<br />Cil L<<` X942,8
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<br />FFE-958.2 I
<br />GFE=957.1
<br />(TRACED OFF OF AERIAL PHOTO) '
<br />x953.0 1
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<br />9�952<7 x 950.3 I /
<br />352.7 � x.952.2 � as.sx
<br />Well 4'' Cast Iron Pipe -._� —7 X951.6 /X9509 /
<br />X953.6 X953,6 X53,2 *952,5 �// X934.4 /
<br />Found Rebar 0.5 NW of Corner /
<br />9:31.1 �
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<br />SIDE SETBACK ��
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<br />\lt � 95 `51.4
<br />Existing t°. 930.6
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<br />Q,89°21' 19"E 99.25 I 40.00 X9::52.?
<br />{� a
<br />Vacated Alley Per Doc. Not 2711665 as �_� i i `� \y
<br />Q shown on County Half Sec,^ion Mapping
<br />_ -WTR
<br />I 328_9 i
<br />,
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISIONS
<br />i
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHOF',1ZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SI-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR Pi .FT•Y LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITMATE USE.
<br />�.4
<br />I hereby certify that this survey. plan or report was prepared b y me or under
<br />Y fy p � p p p" 3
<br />my direct supervision and that I am a duly Licensed Land Surveyor under the
<br />laws of the State of Minnesota.
<br />Dated this t y of February, 2014.
<br />�s S�R�
<br />n
<br />�
<br />xxx 3 MNK 3-03-14 Revised House Layout
<br />DRAWN BY 4 MNK 3-13-14 Revised House Layout
<br />RLS 5 MNK 3-28-14 Revised Per City Comments
<br />CHECKED BY 6 RLS 4-8-14 Revised Per City Comments
<br />RLS 7 BDH 5-2-14 House Staked in Field
<br />Rory L. Syn.ste n, Professional Land Surveyor
<br />Minnesota License No. 44565
<br />DATE 8 EMW 5-21-14 Foundation Asbuilt Grade Revisions
<br />2-17-14 8 BRV 10-31-14 GRADING ASBUIL"
<br />I
<br />1--1�
<br />—Proposed Dock Location
<br />'1
<br />TWP.117 - RGE.23 - SEC.05
<br />HENNEPIN COUNTY
<br />SATHRE-BERGQUIST INC. BOOKxxx/PAGEXXX
<br />' O ROI\J
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 �
<br />MINNESOTA
<br />CERTIFICATE OF SURVEY
<br />LDK BUILDERS, INC.
<br />FILE NO.
<br />5035-092
<br />1
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<br />NOV 0 4 2014
<br />CITY OF ORONO
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<br />CERTIFICATE OF SURVEY
<br />LDK BUILDERS, INC.
<br />FILE NO.
<br />5035-092
<br />1
<br />lglg�EIVEIM
<br />NOV 0 4 2014
<br />CITY OF ORONO
<br />
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