|
FIELD CREW
<br />JD/AT
<br />DRAWN BY
<br />BDH
<br />CHECKED BY
<br />DBP
<br />DATE
<br />03/11/15
<br />v
<br />L_V 1 I
<br />fFCD
<br />0.83
<br />/ SDP
<br />972.98 I
<br />/ I
<br />OFwnONO
<br />SITE PIAN ._GRADING PLAN
<br />0' -APPROVED / ! /
<br />0 APPROVED WITH REVISIONS /
<br />/ /W I /
<br />r
<br />0 DISAPPROVED
<br />BY ' / / Lo
<br />DATE I Jou tem �� / / o ----- \\ = Drainage & Utility
<br />Easement
<br />1 50 i
<br />4-
<br />------ ---- ---
<br />°��
<br />/S
<br />/ o0 9
<br />W \
<br />z
<br />/ A d
<br />d'° moo°
<br />LO
<br />CD
<br />o
<br />O
<br />i . x1017.4
<br />' x1013-3
<br />- x10252 t_IGI8.9 -
<br />- Contour Used For Basement Calculation / /
<br />/ / PRIMARY m /
<br />ri 1025.3 (1007.3) / 5
<br />o5.a � ` / SEPTIC a
<br />/ - SITE
<br />--
<br />i
<br />i z\
<br />i
<br />x
<br />x996.5 �2
<br />o21e, ,1 5 N89° 18'33"W 338.57 987.37 / / / N I
<br />-. 1023.4 °
<br />SDP x 1018.1
<br />i 1024.54
<br />LO - --------- --- 005
<br />- - -
<br />T OS#2, ---- X .------------------------ U-) SECQNDARY // \I / / z / 'or
<br />/^ I
<br />�F
<br />n I0 1018,38 0 / SEPTIC / a,
<br />_417
<br />\01 x1o1 .I 'ol.SyT`�(15) 8.6 6., <992_E. ` SITE i i' _ /�b n �n
<br />Ln O o �. O rgci x99 7 v
<br />NCO (� BW(12) 011.4 X1004. 'x9e7 s1� ^ o -
<br />/
<br />o E 710119.733 �0. �QO_ �' - --- - - - - - - - -
<br />TCIS
<br />O d- L/ �o Side' Setback
<br />1 C oo = #s -� i _ - - ---- -- i
<br />O 1 a 1013.02 0-,/O/t,
<br />a 20 /0. OS #4
<br />z 1 0 0
<br />i -----=} _-_/0-f o /'nAoO / 2 020 JXr �h_steydr �o/k 2oo "
<br />1003.03
<br />SDP S #11 ALTERNATESEPXTLC
<br />o 190 '/
<br />gE i
<br />JIzls1019.84`o SITE
<br />'Drainage &
<br />U
<br />tilit
<br />Y
<br />Easement
<br />0 oph'/
<br />o o 1\� I - 932-150.0('V' ----
<br />S o w Q 1 x / - \ 50 D X
<br />^, d /r o /0 0 ode # w LO X N OZi i /
<br />T 3
<br />1000 7 n - 1�a
<br />1 OS #10-----------
<br />01s
<br />1 0
<br />. O� >e
<br />1018.92 ��' k / �;
<br />02 o c e _ "' o v
<br />986.9
<br />ooh - wonservatior -- ------ i --- g
<br />Qo�zr _ a, -` -- �Edge of Wetland as Located By
<br />r'
<br />Easement e GRONBERG & ASSOCI k l E INC
<br />1014.97 S
<br />o
<br />O �. -� Per GROk1BERG & A�����IHTEC, IIVC.
<br />(fl eQ0 a
<br />O 1 ., .A �) /S o \V s \�. Ory /
<br />los /� I Q BLOCK 2 983.4
<br />O M O o s
<br />6' L ( 1 0 3p .o N 89 52 06 V� 200.00
<br />i FND IP I/2 IN OPEN ° I II
<br />/� 1 s��Op� ��i 1 �V / 975.96
<br />DROsq Vgpy
<br />City.of-Orono
<br />Planning & Zoning Plan Review
<br />Site Plan Review Date: to .,L .(3
<br />APPROVED
<br />13 APPROVED WITH REVISIONS (see notes)
<br />'E3 DENIED
<br />__ 861lik-LJ) I
<br />i Uvj moo/ o
<br />5
<br />° o A f013.02 0
<br />= OS #
<br />�. 00 W 11.3 /p /S �O 1000.78
<br />CO' d�� j J F \ oge e�e�
<br />/ loe
<br />`Proposed OS #7 -
<br />/ .�
<br />��L-- Well \- 1004.37,
<br />0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - X i ^
<br />- O
<br />Cwy
<br />--- ------- I ----------
<br />/
<br />Os
<br />loOs.9 -
<br />--- 535 --,
<br />5o 1011.83 N89° 18'33"W 301.4377'
<br />SDP
<br />9°9.45 r
<br />i
<br />SURVEY LEGEND
<br />Al
<br />CAST IRON MONUMENT
<br />®
<br />CATCH BASIN
<br />Q
<br />FLARED END SECTION
<br />OO
<br />GATE VALVE
<br /><
<br />GUY WIRE
<br />'0�
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />•
<br />SURVEY MONUMENT FOUND
<br />D
<br />SURVEY CONTROL POINT
<br />0
<br />LIGHT POLE
<br />�
<br />POWER POLE
<br />OVERHEAD UTILITY
<br />SANITARY MANHOLE
<br />OT
<br />SANITARY CLEANOUT
<br />�
<br />x972.5
<br />SIGFJ
<br />GROUND ELEVATION
<br />0
<br />STORM DRAIN
<br />sT
<br />STORM MANHOLE
<br />❑u
<br />YARD LIGHT
<br />FIELD CREW
<br />JD/AT
<br />DRAWN BY
<br />BDH
<br />CHECKED BY
<br />DBP
<br />DATE
<br />03/11/15
<br />v
<br />L_V 1 I
<br />fFCD
<br />0.83
<br />/ SDP
<br />972.98 I
<br />/ I
<br />OFwnONO
<br />SITE PIAN ._GRADING PLAN
<br />0' -APPROVED / ! /
<br />0 APPROVED WITH REVISIONS /
<br />/ /W I /
<br />r
<br />0 DISAPPROVED
<br />BY ' / / Lo
<br />DATE I Jou tem �� / / o ----- \\ = Drainage & Utility
<br />Easement
<br />1 50 i
<br />4-
<br />------ ---- ---
<br />°��
<br />/S
<br />/ o0 9
<br />W \
<br />z
<br />/ A d
<br />d'° moo°
<br />LO
<br />CD
<br />o
<br />O
<br />i . x1017.4
<br />' x1013-3
<br />- x10252 t_IGI8.9 -
<br />- Contour Used For Basement Calculation / /
<br />/ / PRIMARY m /
<br />ri 1025.3 (1007.3) / 5
<br />o5.a � ` / SEPTIC a
<br />/ - SITE
<br />--
<br />i
<br />i z\
<br />i
<br />x
<br />x996.5 �2
<br />o21e, ,1 5 N89° 18'33"W 338.57 987.37 / / / N I
<br />-. 1023.4 °
<br />SDP x 1018.1
<br />i 1024.54
<br />LO - --------- --- 005
<br />- - -
<br />T OS#2, ---- X .------------------------ U-) SECQNDARY // \I / / z / 'or
<br />/^ I
<br />�F
<br />n I0 1018,38 0 / SEPTIC / a,
<br />_417
<br />\01 x1o1 .I 'ol.SyT`�(15) 8.6 6., <992_E. ` SITE i i' _ /�b n �n
<br />Ln O o �. O rgci x99 7 v
<br />NCO (� BW(12) 011.4 X1004. 'x9e7 s1� ^ o -
<br />/
<br />o E 710119.733 �0. �QO_ �' - --- - - - - - - - -
<br />TCIS
<br />O d- L/ �o Side' Setback
<br />1 C oo = #s -� i _ - - ---- -- i
<br />O 1 a 1013.02 0-,/O/t,
<br />a 20 /0. OS #4
<br />z 1 0 0
<br />i -----=} _-_/0-f o /'nAoO / 2 020 JXr �h_steydr �o/k 2oo "
<br />1003.03
<br />SDP S #11 ALTERNATESEPXTLC
<br />o 190 '/
<br />gE i
<br />JIzls1019.84`o SITE
<br />'Drainage &
<br />U
<br />tilit
<br />Y
<br />Easement
<br />0 oph'/
<br />o o 1\� I - 932-150.0('V' ----
<br />S o w Q 1 x / - \ 50 D X
<br />^, d /r o /0 0 ode # w LO X N OZi i /
<br />T 3
<br />1000 7 n - 1�a
<br />1 OS #10-----------
<br />01s
<br />1 0
<br />. O� >e
<br />1018.92 ��' k / �;
<br />02 o c e _ "' o v
<br />986.9
<br />ooh - wonservatior -- ------ i --- g
<br />Qo�zr _ a, -` -- �Edge of Wetland as Located By
<br />r'
<br />Easement e GRONBERG & ASSOCI k l E INC
<br />1014.97 S
<br />o
<br />O �. -� Per GROk1BERG & A�����IHTEC, IIVC.
<br />(fl eQ0 a
<br />O 1 ., .A �) /S o \V s \�. Ory /
<br />los /� I Q BLOCK 2 983.4
<br />O M O o s
<br />6' L ( 1 0 3p .o N 89 52 06 V� 200.00
<br />i FND IP I/2 IN OPEN ° I II
<br />/� 1 s��Op� ��i 1 �V / 975.96
<br />DROsq Vgpy
<br />City.of-Orono
<br />Planning & Zoning Plan Review
<br />Site Plan Review Date: to .,L .(3
<br />APPROVED
<br />13 APPROVED WITH REVISIONS (see notes)
<br />'E3 DENIED
<br />__ 861lik-LJ) I
<br />i Uvj moo/ o
<br />5
<br />° o A f013.02 0
<br />= OS #
<br />�. 00 W 11.3 /p /S �O 1000.78
<br />CO' d�� j J F \ oge e�e�
<br />/ loe
<br />`Proposed OS #7 -
<br />/ .�
<br />��L-- Well \- 1004.37,
<br />0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - X i ^
<br />- O
<br />Cwy
<br />--- ------- I ----------
<br />/
<br />Os
<br />loOs.9 -
<br />--- 535 --,
<br />5o 1011.83 N89° 18'33"W 301.4377'
<br />SDP
<br />9°9.45 r
<br />i
<br />SURVEY LEGEND
<br />Al
<br />A/C UNIT
<br />u'
<br />CABLE TV PEDESTAL
<br />[E]
<br />ELECTRIC TRANSFORMER
<br />OO
<br />ELECTRIC MANHOLE
<br />OO
<br />ELECTRIC METER
<br />(C7'
<br />GAS METER
<br />CCG
<br />GAS VALVE
<br />- -°-°-
<br />GUARD RAIL
<br />D
<br />HAND HOLE
<br />sa
<br />SOIL BORING
<br />GAS UNDERGROUND
<br />TREE CONIFEROUS
<br />OVERHEAD UTILITY
<br />TREE DECIDUOUS
<br />OT
<br />TELEPHONE MANHOLE
<br />❑T
<br />TELEPHONE PEDESTAL
<br />STORM SEWER
<br />TRAFFIC SIGNAL
<br />u9)
<br />UTILITY MANHOLE
<br />❑u
<br />UTILITY PEDESTAL
<br />`J
<br />WELL
<br />NO. BY DATE
<br />1
<br />BDH
<br />05/04/15
<br />2
<br />BDH
<br />05/13/15
<br />3
<br />BRV
<br />05/2115
<br />�I BITUMINOUS
<br />CTv
<br />CABLE TV
<br />City Comments
<br />CONCRETE CURB
<br />-�
<br />CONCRETE
<br />Proposed First Floor Elevation
<br />CONTOUR EXISTING
<br />9so -
<br />CONTOUR PROPOSED
<br />DT
<br />DRAIN TILE
<br />Esc
<br />ELECTRIC UNDERGROUND
<br />-X-X-
<br />FENCE
<br />--- TO
<br />FIBER OPTIC UNDERGROUND
<br />-SAS
<br />GAS UNDERGROUND
<br />oHu
<br />OVERHEAD UTILITY
<br />11111111111111114
<br />RAILROAD TRACKS
<br />>
<br />SANITARY SEWER
<br />»
<br />STORM SEWER
<br />OS #4 = 1003.03 OS #9 = 1014.97
<br />TELEPHONE UNDERGROUND
<br />TEL
<br />UTi
<br />UTILITY UNDERGROUND
<br />WATERMAIN
<br />NOTES:
<br />1.) Existing utilities shown are shown in an approximate way only.
<br />The contractor shall determine the exact location of any and all
<br />existing utilities before commencing work. He agrees to be fully
<br />responsible for any and all damages arising out of his failure to
<br />exactly locate and preserve any and all existing utilities.
<br />2.) Must maintain a minimum 2% slope gradient to accommodate
<br />positive drainage.
<br />3.) All offset irons are measured to hundredths of a foot and can be
<br />used as benchmarks.
<br />4.) A title opinion was not furnished to the surveyor.
<br />5.) Proposed grades shown adjacent to building foundation refers to
<br />top of black dirt.
<br />REVISIONS
<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 AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITIMATE USE.
<br />House Staked in Field
<br />City Comments
<br />City Comments
<br />Proposed Top of Foundation Elevation
<br />= 1011.3
<br />Proposed First Floor Elevation
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation
<br />= 1011.0
<br />Proposed Garage Top of Foundation Elevation = 1011.3
<br />Proposed Top of Foundation Elevation
<br />= 1011.3
<br />Proposed First Floor Elevation
<br />= 1013.3
<br />Proposed Basement Floor Elevation
<br />= 1002.6
<br />Setbacks
<br />Min. Front Yard Setback = 50'
<br />Min. Side Yard Setback = 30'
<br />Min. Rear Yard Setback = 50'
<br />Offset Irons
<br />(elevations are to the top of pipe I
<br />OS #1 = 1019.73 OS #6 = 1000.78
<br />OS #2 = 1018.38 OS #7 = 1004.37
<br />OS #3 = 1013.02 OS #8 = 1013.02
<br />OS #4 = 1003.03 OS #9 = 1014.97
<br />OS #5 = 1000.47 OS #10 = 1018.92
<br />OS #11 = 1019.84
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the I ws of the State of Minnesota.
<br />Dated this t day of ril, 2015.
<br />gvlD c-:��trw�7
<br />David B. Pemberton, Professional Land Surveyor
<br />Minnesota License No. 40344
<br />Property Description:
<br />Lot 3, Block 2, KINTYRE TWO, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />Address:
<br />100 Kintyre Lane, Orono, MN 55356
<br />Hardcover
<br />Lot Area= 136,333 Sq.Ft.
<br />House Area = 3,501 Sq.Ft.
<br />Stoop Area = 75 Sq.Ft.
<br />Screen Porch Area = 222 Sq.Ft.
<br />Deck Area = 154 Sq.Ft.
<br />Driveway Area = 2,427 Sq.Ft.
<br />Total Impervious Surface = 6,379 Sq.Ft.
<br />Coverage = 4.7%
<br />Basement Calculation
<br />Total Perimeter at or Under Existing Contour 1007.3 = 139.90 Lin.Ft.
<br />Total Perimeter Over Existing Contour 1007.3 = 121.70 Lin.Ft.
<br />Total Perimeter = 261.6 Lin.Ft.
<br />Total Percentage Below Existing Contour 1007.3 = 53.3%
<br />TWP.117 - RGE.23 - SEC.06
<br />HENNEPIN COUNTY
<br />SATHRE-BERGQUIST, INC. ORONO,
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />MINNESOTA
<br />NORM
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 -1986 adj.)
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />CERTIFICATE OF SURVEY
<br />PREPARED FOR:
<br />GONYEA HOMES
<br />RECEIVED
<br />MAY 26 2015
<br />CITY OF ORONO
<br />FILE NO.
<br />31202-256
<br />1
<br />1
<br />loo kin�rc Lgnc.
<br />2015- 00513 New by-,
<br />
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