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i
<br />I
<br />I
<br />^fr
<br />X-2
<br />.00
<br />R-0000 38.
<br />ON RTOWl1/ ROAD '` ��` 9,c ~y \
<br />1 r -.00
<br />PLAT QF K11 S/�plq,N
<br />_..._ 1018 ..r" r �, J
<br />/`..`--CULVERT
<br />f
<br />1020--- - _ R
<br />/G
<br />1�y O or
<br />A A Y AS SHO � Or KIN 7ME
<br />ON
<br />o
<br />_ -.1 C, r.. WOODED M
<br />ARE r
<br />BRUSH) r �••"•--. x102.4' r
<br />(TEES & r
<br />t r _ r
<br />z �---PAVE 50 FEET OF -
<br />DRIVEWAY AS REQUIRED i ' 0.7 \ • • r'
<br />BY CITY OF ORONO
<br />-- -- -
<br />'iQ`•L i \
<br />i ,--CONCRETE WASHOUT AREA ,--PERIMETER ERISON CONTROL
<br />o WITH IMPERVIOUS LINER r i (SILT FENCE, BIO LOGS, OR
<br />(IF NECESSARY) i i OTHER APPROVED METHOD)
<br />761
<br />/ 1
<br />0 1 Q25 8�\` ^ 1026-
<br />ROCK-`_-
<br />CONSTRUCTION
<br />ENTRANCE `\". �rL ` ~"!-----POSSIBLE��
<br />STOCKPILE v,\` /
<br />AREA
<br />-1026. - c.. c. c. ' 1030.9 _1028
<br />r\ i
<br />1030
<br />W
<br />0 1a' % css. 1030.9
<br />1031.7 r /
<br />r;�O
<br />�Soeo
<br />1032.7 q
<br />_C30 B
<br />RqU'QFSy
<br />J .
<br />PERIMETER ERISON CONTROL -- _
<br />(SILT FENCE, BIO LOGS, OR 1D30:. _ �Q r o�
<br />OTHER APPROVED METHOD)
<br />\ 06
<br />_ r
<br />oHE oHE OVERHEAD UTILITY LINE
<br />r - �
<br />- 1032- - _
<br />1p,3S
<br />WIRE FENCE
<br />r
<br />TOP OF GARAGE \
<br />SE.
<br />0
<br />FOUNDATION=1036.0
<br />28.0
<br />X as
<br />t
<br />- _ -950--
<br />1035.0 y 1032.
<br />STAIRS-� = 10,340
<br />o
<br />o 'PROPOSED
<br />TOP OF HOUSE OUNDAo
<br />035.3 coON 710N=1037
<br />- - - INTERMEDIATE CONTOUR
<br />(FROM SURVEY DATA)
<br />.0
<br />FO
<br />-1034 - - -q
<br />__ 77 x:==32.7-------
<br />(FROM MN DNR LiDAR DATA)
<br />/� 9�, -- ---_--------- s------87.4--�
<br />q q i
<br />i lfl3S,S
<br />LO
<br />�
<br />�' O X65
<br />Wa7 W
<br />q �� o
<br />,..,-: .,:'.:
<br />-
<br />-----------
<br />EXISTING 118.7 o O 30.6
<br />^
<br />. HOUSE
<br />`i
<br />7x3 o i� j
<br />``7034..
<br />o/
<br />1I5.7
<br />(taTOP OF be 1 ti PROPOSED S„r`
<br />HOUSE ��
<br />i
<br />♦
<br />FOUNDATION 1�^�`O.1036
<br />,NDa�
<br />'
<br />ELEV. -1036.75 L W 2k � - p 1 0j 12 `
<br />°Qa13.0
<br />N N
<br />10 u
<br />�12ED Sj �1 (10'MIN) ,
<br />E �
<br />BO�DE S
<br />2 10 36 6
<br />EEL
<br />0
<br />1035 5
<br />1036.9 \" 60.01036.5
<br />1036.5 =FUTURE
<br />0
<br />� -
<br />1 a6 1036'
<br />i �---� 70365
<br />o DECK OR ^ i
<br />i 037.1
<br />\�
<br />, o
<br />1036 8 : , rn
<br />r
<br />� j- PAT10 Z 2%
<br />2.0 r -moi' ` >� '343
<br />TOP OF WELL , ,ern
<br />---r 1037.0 �_o >•`� 1036.6>
<br />'jt
<br />\ W
<br />ELEV 1038 4
<br />`.� .`� i -
<br />\\ oZ,�O�h.1N;
<br />1
<br />\
<br />\
<br />m PROPOSED SWALE-�r/ 1037.2
<br />r a
<br />1036.
<br />1437 6
<br />z
<br />\
<br />/ \ITI
<br />\ 06
<br />9 \ -
<br />�___ REMOVE EXISTING TREES & BRUSH
<br />AS NEEDED FOR PROPOSED GRADING
<br />& SEPTIC SYSTEM INSTALLATION
<br />y r q (CROSS -HATCHED AREA)
<br />C4 v7 W
<br />Atoq
<br />26 _... - .._
<br />i
<br />133 9
<br />co
<br />Q m
<br />/
<br />1035.6 dO cr
<br />v o w
<br />X 1037.0\\1
<br />\ 105MIN \ \ _5l, 120\ vii
<br />�0�\\ �,� 1035.8 W
<br />: 1038.7 \ v� o \ \ ��O \\� ' 4
<br />W W a-
<br />0 i \ i g JW
<br />1.7- �p� - �- -� \ 00'Lcs \ y�®G
<br />10.4 moo. .. \ \ O,�® \ X20 i \ \
<br />zX
<br />_EXISTING \ \ \ O \ \ \
<br />ti -10124
<br />0\
<br />24 - -
<br />o\ (20'M!N)`
<br />SEPTIC SYSTEM - SEE SEPTIC DESIGN
<br />_ BY C.W. LUNSER COMPANY, INC.
<br />_ 7042
<br />nil
<br />CERTIFICATE OF SURVEY
<br />FOR
<br />MATT KA'TTE R HAG E N
<br />LEGEND
<br />(PROPOSED)
<br />990.9 GROUND ELEVATION
<br />-� DIRECTION OF DRAINAGE
<br />CONTOUR
<br />ROCK CONSTRUCTION ENTRANCE
<br />TREES/BRUSH TO BE REMOVED
<br />DRIVEWAY TO BE PAVED
<br />(EXISTING)
<br />oHE oHE OVERHEAD UTILITY LINE
<br />an
<br />UNDERGROUND GAS LINE
<br />WIRE FENCE
<br />-X-X-
<br />EDGE OF WOODED AREA
<br />0
<br />DECIDUOUS TREE
<br />CONIFEROUS TREE
<br />- _ -950--
<br />-- INDEX CONTOUR
<br />(FROM SURVEY DATA)
<br />- - - - -952-
<br />- - - INTERMEDIATE CONTOUR
<br />(FROM SURVEY DATA)
<br />- _.....-950-
<br />- -- -- - _ CONTOUR
<br />(FROM MN DNR LiDAR DATA)
<br />�t7
<br />9 \ -
<br />�___ REMOVE EXISTING TREES & BRUSH
<br />AS NEEDED FOR PROPOSED GRADING
<br />& SEPTIC SYSTEM INSTALLATION
<br />y r q (CROSS -HATCHED AREA)
<br />C4 v7 W
<br />Atoq
<br />26 _... - .._
<br />i
<br />133 9
<br />co
<br />Q m
<br />/
<br />1035.6 dO cr
<br />v o w
<br />X 1037.0\\1
<br />\ 105MIN \ \ _5l, 120\ vii
<br />�0�\\ �,� 1035.8 W
<br />: 1038.7 \ v� o \ \ ��O \\� ' 4
<br />W W a-
<br />0 i \ i g JW
<br />1.7- �p� - �- -� \ 00'Lcs \ y�®G
<br />10.4 moo. .. \ \ O,�® \ X20 i \ \
<br />zX
<br />_EXISTING \ \ \ O \ \ \
<br />ti -10124
<br />0\
<br />24 - -
<br />o\ (20'M!N)`
<br />SEPTIC SYSTEM - SEE SEPTIC DESIGN
<br />_ BY C.W. LUNSER COMPANY, INC.
<br />_ 7042
<br />nil
<br />CERTIFICATE OF SURVEY
<br />FOR
<br />MATT KA'TTE R HAG E N
<br />LEGEND
<br />(PROPOSED)
<br />990.9 GROUND ELEVATION
<br />-� DIRECTION OF DRAINAGE
<br />CONTOUR
<br />ROCK CONSTRUCTION ENTRANCE
<br />TREES/BRUSH TO BE REMOVED
<br />DRIVEWAY TO BE PAVED
<br />X 952 SPOT ELEVATION
<br />----< CULVERT
<br />-0- UTILITY POLE
<br />GUY WIRE
<br />0 ELECTRIC METER
<br />® WELL
<br />BITUMINOUS SURFACE
<br />GRAVEL SURFACE
<br />CONCRETE SURFACE
<br />BRICK PAVERS
<br />PROPOSED ELEVATIONS
<br />TOP OF HOUSE FOUNDATION = 1037.0
<br />70P OF GARAGE FOUNDATION = 1036.0
<br />GARAGE FLOOR = 1035.6
<br />LOWEST FLOOR = 1029.0
<br />0 20 40 60
<br />GRAPHIC SCALE IN FEET
<br />PROPERTY DESCRIPTION PROVIDED BY CLIENT
<br />All that part of the SE 1/4 of Section 32, Township 118, Range 23
<br />West of the 5th Principal Meridian described as follows: Beginning at
<br />a point on the South line of said SE 1/4, 1368 feet West of the
<br />Southeast Corner thereof; thence West along the South line 150 feet;
<br />thence North 20 rods, or more or less, to public road; thence
<br />Easterly along said road to its intersection with a line drawn North
<br />through the point of beginning at right angles to the South line of
<br />said SE 1/4, thence South to the point of beginning. Hennepin
<br />County, Minnesota
<br />NOTE:
<br />No title documentation was provided by the client other than the
<br />property description shown above. Easements or encumbrances may
<br />exist which are not shown hereon. We reserve the right to revise
<br />this drawing based on complete title information, if provided.
<br />? 1 (lKttJ ae OrcuOrY X 4X 3g i I
<br />1 i 1041.7 10 SOUTHEAST 1/4 OF SECTION i
<br />i 1 32, T. 118, R. 23 (FOUND r
<br />11044.2 \ r c\ r �1� HENNEPIN COUNTY MONUMENT) ,.
<br />1P 1042. ,
<br />OAA C,pP i r -_7`� JPO. �0--- 1 X __, � ---1368.00 ---
<br />o -WIRE FENCE CORNER 1.1 WIRE FENCE r 1041.1
<br />_- - - - 83'' 3' 53" n o - - 0.2 FT. -- N
<br />FT E. & 0.3 fT. S. OF l� i 0.2 1=T. W.
<br />PROPERTY CORNER ` (WEST DEED) `--SOUTH LINE OF THE SOUTHEAST 1/4 0.3 FT. S.
<br />1 OF SECTION 32, T. 118, R. 23
<br />f
<br />('42 - ..._
<br />VICINITY MAP
<br />(TO SHOW WATER BODIES WITHIN 1000 FEET)
<br />SOURCE: HENNEPIN COUNTY NATURAL RESOURCE INTERACTIVE MAP
<br />https://gis.hennepin. uslnaturairesources/map/default. aspx
<br />N:\Land Projects\17402 - Katterhagen\dwg\COS\17402 COS.dwg, 11/17/2017 2:48:54 PM
<br />CITY OF ORONO
<br />SITE PLAN O', GRADING PLAN
<br />❑APPROVED WITH REVISIONS
<br />❑ DISAPPROVED
<br />BY
<br />DATES SCI V 6 7Z'
<br />City of Orono
<br />Planning & Zoning Pian Review
<br />Site Plan Review Date: ��•�
<br />FIPPROVED
<br />❑ APPROVED WITH REVISIONS (see notes)
<br />DENIED
<br />REVISED 11/06/17 - ADDED SEPTIC TANKS AND SETBACK
<br />DIMENSIONS. REFER TO SEPTIC PLAN BY C.W. LUNSER
<br />COMPANY, INC. FOR SEPTIC DESIGN INFORMATION
<br />REVISED 11Z1711 TO ADDRESS CITY OF ORONO COMMENTS
<br />I hereby certify that this survey, plan, or
<br />report was prepared by me or under my
<br />RECEIVED direct supervision and that I am a Licensed
<br />Land Surveyor under the laws of the State
<br />of Minnesota.
<br />Nov 21
<br />Date 10131117
<br />CITY OF ORONO Trace C. McCoy
<br />License No. 44531
<br />REVISIONS
<br />11I06I17
<br />11I17I17
<br />708 1 sT AvENuF- NE, 4P1
<br />BUFFALO, MN 55313 DATE 1 OI31I17
<br />PH. 763.682.1781 WWW.MEYF-RROHLIN.COM
<br />DRAWN BY BOOK 388 SHEET 1 OF FILE NO.
<br />ALAN PAGE 87 1 SHEETS 17402
<br />j L -la - 1 -j *25 Wt)t}r�i'h�wn 2.s� 17-01� 7
<br />! N tw �� l ,
<br />I `'vVV ��v�vY.�
<br />(EXISTING)
<br />oHE oHE OVERHEAD UTILITY LINE
<br />an
<br />UNDERGROUND GAS LINE
<br />WIRE FENCE
<br />-X-X-
<br />EDGE OF WOODED AREA
<br />0
<br />DECIDUOUS TREE
<br />CONIFEROUS TREE
<br />- _ -950--
<br />-- INDEX CONTOUR
<br />(FROM SURVEY DATA)
<br />- - - - -952-
<br />- - - INTERMEDIATE CONTOUR
<br />(FROM SURVEY DATA)
<br />- _.....-950-
<br />- -- -- - _ CONTOUR
<br />(FROM MN DNR LiDAR DATA)
<br />X 952 SPOT ELEVATION
<br />----< CULVERT
<br />-0- UTILITY POLE
<br />GUY WIRE
<br />0 ELECTRIC METER
<br />® WELL
<br />BITUMINOUS SURFACE
<br />GRAVEL SURFACE
<br />CONCRETE SURFACE
<br />BRICK PAVERS
<br />PROPOSED ELEVATIONS
<br />TOP OF HOUSE FOUNDATION = 1037.0
<br />70P OF GARAGE FOUNDATION = 1036.0
<br />GARAGE FLOOR = 1035.6
<br />LOWEST FLOOR = 1029.0
<br />0 20 40 60
<br />GRAPHIC SCALE IN FEET
<br />PROPERTY DESCRIPTION PROVIDED BY CLIENT
<br />All that part of the SE 1/4 of Section 32, Township 118, Range 23
<br />West of the 5th Principal Meridian described as follows: Beginning at
<br />a point on the South line of said SE 1/4, 1368 feet West of the
<br />Southeast Corner thereof; thence West along the South line 150 feet;
<br />thence North 20 rods, or more or less, to public road; thence
<br />Easterly along said road to its intersection with a line drawn North
<br />through the point of beginning at right angles to the South line of
<br />said SE 1/4, thence South to the point of beginning. Hennepin
<br />County, Minnesota
<br />NOTE:
<br />No title documentation was provided by the client other than the
<br />property description shown above. Easements or encumbrances may
<br />exist which are not shown hereon. We reserve the right to revise
<br />this drawing based on complete title information, if provided.
<br />? 1 (lKttJ ae OrcuOrY X 4X 3g i I
<br />1 i 1041.7 10 SOUTHEAST 1/4 OF SECTION i
<br />i 1 32, T. 118, R. 23 (FOUND r
<br />11044.2 \ r c\ r �1� HENNEPIN COUNTY MONUMENT) ,.
<br />1P 1042. ,
<br />OAA C,pP i r -_7`� JPO. �0--- 1 X __, � ---1368.00 ---
<br />o -WIRE FENCE CORNER 1.1 WIRE FENCE r 1041.1
<br />_- - - - 83'' 3' 53" n o - - 0.2 FT. -- N
<br />FT E. & 0.3 fT. S. OF l� i 0.2 1=T. W.
<br />PROPERTY CORNER ` (WEST DEED) `--SOUTH LINE OF THE SOUTHEAST 1/4 0.3 FT. S.
<br />1 OF SECTION 32, T. 118, R. 23
<br />f
<br />('42 - ..._
<br />VICINITY MAP
<br />(TO SHOW WATER BODIES WITHIN 1000 FEET)
<br />SOURCE: HENNEPIN COUNTY NATURAL RESOURCE INTERACTIVE MAP
<br />https://gis.hennepin. uslnaturairesources/map/default. aspx
<br />N:\Land Projects\17402 - Katterhagen\dwg\COS\17402 COS.dwg, 11/17/2017 2:48:54 PM
<br />CITY OF ORONO
<br />SITE PLAN O', GRADING PLAN
<br />❑APPROVED WITH REVISIONS
<br />❑ DISAPPROVED
<br />BY
<br />DATES SCI V 6 7Z'
<br />City of Orono
<br />Planning & Zoning Pian Review
<br />Site Plan Review Date: ��•�
<br />FIPPROVED
<br />❑ APPROVED WITH REVISIONS (see notes)
<br />DENIED
<br />REVISED 11/06/17 - ADDED SEPTIC TANKS AND SETBACK
<br />DIMENSIONS. REFER TO SEPTIC PLAN BY C.W. LUNSER
<br />COMPANY, INC. FOR SEPTIC DESIGN INFORMATION
<br />REVISED 11Z1711 TO ADDRESS CITY OF ORONO COMMENTS
<br />I hereby certify that this survey, plan, or
<br />report was prepared by me or under my
<br />RECEIVED direct supervision and that I am a Licensed
<br />Land Surveyor under the laws of the State
<br />of Minnesota.
<br />Nov 21
<br />Date 10131117
<br />CITY OF ORONO Trace C. McCoy
<br />License No. 44531
<br />REVISIONS
<br />11I06I17
<br />11I17I17
<br />708 1 sT AvENuF- NE, 4P1
<br />BUFFALO, MN 55313 DATE 1 OI31I17
<br />PH. 763.682.1781 WWW.MEYF-RROHLIN.COM
<br />DRAWN BY BOOK 388 SHEET 1 OF FILE NO.
<br />ALAN PAGE 87 1 SHEETS 17402
<br />j L -la - 1 -j *25 Wt)t}r�i'h�wn 2.s� 17-01� 7
<br />! N tw �� l ,
<br />I `'vVV ��v�vY.�
<br />
|