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NORTH
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />CITY OF ORONO
<br />SITE PLAN GRADING' P'_AN
<br />(5tAPPROVED
<br />❑ APPROVED WITH REVISIONS
<br />❑ DISAPP VED
<br />B
<br />DATE
<br />C 0,0, 4 T-1
<br />LEGEND
<br />AIS
<br />Denotes Advertising -Informational Sign
<br />AC
<br />Denotes Air Conditioning Unit
<br />BFE
<br />Denotes Basement Floor Elevation
<br />CB
<br />Denotes Catch Basin
<br />CBOX
<br />Denotes Curb Box
<br />COL
<br />Denotes Building Column
<br />BEE
<br />Denotes Building Entrance Elevation
<br />TB
<br />Denotes Tele/Comm. Box/Ped
<br />CHH
<br />Denotes Communication Handhole
<br />CMH
<br />Denotes Communication Manhole
<br />CONC
<br />Denotes Concrete Surface
<br />CMP
<br />Denotes Corrugated Metal Pipe/Size
<br />DIP
<br />Denotes Ductile Iron Pipe/Size
<br />EB
<br />Denotes Electric Box
<br />E H H
<br />Denotes Electric Handhole
<br />TRAN
<br />Denotes Electric Transformer
<br />EMH
<br />Denotes Electric Manhole
<br />EM
<br />Denotes Electric Meter
<br />FH
<br />Denotes Fire Hookup
<br />FP
<br />Denotes Flag Pole
<br />FES
<br />Denotes Flared End Section/Size
<br />G A S V
<br />Denotes Gas Valve
<br />GFE
<br />Denotes Garage Floor Elevation
<br />GM
<br />Denotes Gas Meter
<br />GDL
<br />Denotes Ground Light
<br />GP
<br />Denotes Guard Post
<br />GYW
<br />Denotes Guy Wire
<br />HCS
<br />Denotes Handicap Parking Sign
<br />HYD
<br />Denotes Fire Hydrant
<br />LP
<br />Denotes Light Pole
<br />MB
<br />Denotes Mailbox
<br />NOP
<br />Denotes No Parking Sign
<br />OHU
<br />Denotes Overhead Utility Line
<br />P K S
<br />Denotes Parking Sign
<br />P I V
<br />Denotes Post Indicator Valve
<br />RCP
<br />Denotes Re-inforced Concrete Pipe/Size
<br />RD
<br />Denotes Roof Drain
<br />SCO
<br />Denotes Sanitary Cleanout
<br />SMH
<br />Denotes Sanitary Manhole
<br />SV
<br />Denotes Septic Vent
<br />STP
<br />Denotes Stop Sign
<br />STMH
<br />Denotes Storm Manhole
<br />TRS
<br />Denotes Traffic Control Sign
<br />TL
<br />Denotes Traffic Light
<br />UGC
<br />Denotes Underground Communication Line
<br />UGE
<br />Denotes Underground Electric Line
<br />U G G
<br />Denotes Underground Gas Line
<br />SAN
<br />Denotes Underground Sanitary Sewer
<br />ST
<br />Denotes Underground Storm Sewer
<br />U P
<br />Denotes Utility Pole
<br />U LP
<br />Denotes Utility/Light Pole
<br />TN H
<br />Denotes Top Nut of Hydrant
<br />WMH
<br />Denotes Water Manhole
<br />WV
<br />Denotes Water Valve
<br />WET A-1
<br />Denotes Wetland Delineation/Flag Identifier
<br />Denotes Existing Contour
<br />g g Q Denotes Proposed Contour
<br />•
<br />Denotes Found Monument - As Denoted
<br />Q
<br />Dentoes Found Cast - Iron - Monument
<br />O
<br />Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />by License No. 40344
<br />POL O
<br />Denotes "Point on Line" set
<br />R/W O
<br />Denotes "Right of Way" limits set
<br />X 929.5
<br />X 930.8
<br />X 929.8 933.3
<br />X 929.8 / \ t 933.1
<br />/ 931.3
<br />x 929.5 (e
<br />NOffM LINE OF GOVERNMENT LOT 7 -REF. MONUMENT
<br />CORNER FALLS IN
<br />x 929. N89041'59"W 29MO(�- WETLAND
<br />124.54 x 931.3 - - 929 .00 - ' POL 18.70- 7.76
<br />930.9
<br />WET !A-1 STAR 1
<br />% L- 930 ' 1
<br />CORNER FALLS IN
<br />_ WETLAND
<br />x 931.4 930.3 t -33 / N
<br />PRESERVE - WETLAND -A 932 �''
<br />' \ x 933.0 /
<br />I
<br />' 933.2
<br />931.6 < 31.5 1 931.5 ELEVATION a
<br />- G�
<br />931.5
<br />(1�
<br />1 (REE GE OF WEiLANp \ x 31. I o
<br />- i 92� ��, 1
<br />x 931.6 I .... \ \
<br />931.5 1A-7 \ X O Q
<br />931.7 _ f k,-4 y - - O y
<br />`
<br />931.7 �3 931.5
<br />931.5 r planning
<br />9 & Zoy of ning g Plan Review
<br />93 . 1 50 vh�:. i 1 A-11 /� ` a D
<br />1 WET 1A _ ' v
<br />931.6 31.3 1 -0 ,N Site Plan Review Date: ?J �
<br />WET 1 10
<br />1 _ n PROVED
<br />' ` 1 25' WETLAND BUFFER x 931.7 /crj , 932 "
<br />_ G p APPROVED WITH REVISIONS (set notes)
<br />32.0 \ t�3�1.0 9333 t3 DENIED r c
<br />1.8 1 5' WETLAND SMACK „` �.` 329.7 1 I 933.0
<br />s
<br />!931.91 _ _ 3 "' i�f -- "'\ / // ♦ O 932.6 , 2.3 0
<br />-7 `� Ci
<br />X 931.7 O 1
<br />►ri
<br />N w 9 31'.51" .7 9 1.3rn
<br />1 1 / 0)
<br />Y 1 cp
<br />� cin / ° u' o -/s 0.11 1 0
<br />cfl / 1� _ / `r' `'z' ' I o
<br />rn,
<br />C14I < <n
<br />� IPOL I 1 l 1 ,-
<br />N POL
<br />\ \ 2.4 II N \ ®/ 1 m PROPOSED �� O , I O I -REF. MONUMENT
<br />O ® / ` WELL C7 1 fNrt Q I Z ' CORNER FALLS IN
<br />\ LOLr) 932.4 1 - 9 1 WETLAND
<br />\ 31.7 O t / x r D \ 931.8 w
<br />\ 932.0 / Z x 931.9 x 932.5 1. O 931.Q T -
<br />_ ....
<br />O W rT i
<br />A 932.5 931 9B L0
<br />r I 93 .0 \6
<br />r we \ ♦ 930: P c-) o N
<br />x 931.3
<br />x 931.2
<br />931.8
<br />931.7
<br />932.0
<br />WETLAND
<br />931.2
<br />932.7
<br />'V T 1D-9 93 5 o s
<br />A ' - 933.3 ` 933. o 1
<br />z
<br />1 PROPOSED � -n
<br />l PORCHpii.5/ (335.7) , -RET. WALL ���� S3 3 9 3.4 z 1 933.5
<br />(P) I ` \ 955.4 `i 933. 93 8 - r '
<br />°j 1 , / ` 22.0 MAX 935.7) 9�33.4f9 `. 9 3.4 g 4 93 .4
<br />933.3
<br />00
<br />-7
<br />9
<br />I 1 h 1 DECK _ 933 N� o ♦ -
<br />932.0 \ 1 �� fi 1 w 1 ! 933.3 4.3 / 934.- ✓fi \ x 9'3'2.
<br />WB i
<br />dr7 \ / oI / O
<br />1 w 9.7 x C17 ---
<br />1 / 0 k i 933.4 Q_ -
<br />932.5 O 93 .4 933.7 933.7 c� 1 O �� �+ n n� x 934.3
<br />9WET 2.0 �. w `,1A€L G 1933.1 93 .3 933.2 / / l J x 93 .5 ! i ® \ ��� 33 g 3 qo
<br />1 I 1 33.1 1 \ \ M 0 a 3'
<br />33. CONS. 94 .0 -t M
<br />932.211 15.7 940.
<br />�� iudT 932.9 � "� G' �'
<br />941.5 40.5 x 939.6
<br />vm i
<br />m
<br />I 9 2.2 �A i 940.7 \ ,: 939.6 t7� 9 3.10 n
<br />10.3 , -� CON \ __-_OHU \ 933.8 -< c�
<br />�, 940. - - x 939.4
<br />932 \
<br />2.7 0 932. x `'3c-9 7 % _
<br />C,i W i O 941.5 x 90 9940.6 \ \ \ \ o n
<br />X 930.9
<br />i0l
<br />�\ l -\t 3.i 6 ., 940. n -
<br />0I` \,
<br />9.$� 9322 3 .4 940- 39.9
<br />, 934.594Q5 50 0. 70.32 22g 934.6
<br />\ WETLAND i POL ® 6N89 41'59" M�940.9. 200.00 R W x x 9,3 .7
<br />\ 938.6 x 93 4
<br />931\.9 3-35. �, 941 1 \
<br />32.0 5 8 x I Cfl 140-0 1 \937.2 +x 93 .� \
<br />x 929 9 93 avFT 1 �� c O� ' x 940.8'
<br />0 - LO
<br />� 930.0 w G'
<br />x 941.2N
<br />1 x x 31.E JP1
<br />1 Z P x 940.6
<br />I .. 9� 1.7 x 9.13.4 /0\
<br />,. \ , 1 ` 939.8
<br />Denotes Proposed Structure
<br />Denotes Previously Approved Structure
<br />1 I
<br />936 1 I 1
<br />1x9 3.6 1 i
<br />\ \ \ \ 938.5 '�I 35-
<br />\X
<br />5- -
<br />\ 7
<br />x 93�`.C�38- 11
<br />x 133.7 I t1l 1 934.9
<br />X 931.2- - I , 935.2
<br />935.4
<br />1
<br />1
<br />PROPOSED ELEVATIONS
<br />2,105 sq. ft.
<br />Garage Elevation
<br />= 941.34 Feet
<br />Top of Foundation Elevation
<br />= 941.67 Feet
<br />Main Floor Elevation
<br />= 943.53 feet
<br />Basement Floor - Walkout
<br />= 934.0 Feet
<br />ORONO Corr
<br />SITE ADDRESS
<br />825 Willow Drive South, Orono, Minnesota.
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />The North 235 feet of the East 200 feet of Government Lot 7, Section 10, Township 117, Range 23,
<br />Hennepin County, Minnesota, according to the Government Survey thereof
<br />This survey does not purport to show all underground utilities. The source of information from plans and markings
<br />will be combined with observed evidence of utilities to develop a view of those underground utilities. However,
<br />lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted.
<br />Where additional or more detailed information is required, the client is advised that excavation may be necessary.
<br />The contractor shall determine the exact location of any and all existing utilities before commencing work. The
<br />contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all
<br />existing utility facilities.
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />No title commitment was provided or relied upon as to matters of record.
<br />The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain,
<br />areas of I% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % annual chance
<br />stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1%
<br />annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is
<br />not required in these zones and Zone A (Areas with a I% annual chance of flooding and a 26% chance of flooding
<br />over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base
<br />flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate
<br />Map Community Panel No. 27053C0304E, dated September 2, 2004 as acquired from the Federal Emergency
<br />Management Agency Web Site.
<br />Area Information: Gross: 47,000 sq. ft. - 1.079 acres
<br />RAV: 11,340 sq. ft. - 0.260 acres
<br />Net: 35,660 sq. ft. - 0.819 acres
<br />Current zoning and setback information:
<br />Zoning: RR -1B - One Famil, Rural Residential
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet
<br />Building Height: 2-1/2 Stories - 30 feet.
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono.
<br />Survey coordinate and bearing basis : Hennepin County
<br />No modifications to this survey or sketch may be performed by any person other than the surveyor signing this
<br />certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws.
<br />Its reproduction and redistribution without proper consent is prohibited.
<br />Benchmark: Water elevation of Lake Minnetonka November 20, 2012. = 927.70 feet
<br />(Per Minnehaha Creek Watershed district web site)
<br />EXISTING HARDCOVER INFORMATION
<br />House/Garage:
<br />2,105 sq. ft.
<br />Gravel Driveway:
<br />1,188 sq. ft.
<br />Concrete Surfaces:
<br />242 sq. ft.
<br />Deck:
<br />242 sq. ft.
<br />Steps:
<br />61 sq. ft.
<br />Total:
<br />3,838 sq. ft.
<br />Hardcover Percentage - Gross Area:
<br />Hardcover Percentage - Net Area:
<br />3,838/47,000 = 8.17%
<br />3,838/35,660 = 10.76%
<br />PROPOSED HARDCOVER INFORMATION- TIER 3
<br />House/Garage:
<br />2,648 sq. ft.
<br />Driveway:
<br />1,934 sq. ft. (1,468 sq. ft.)
<br />Porch/Deck:
<br />317 sq. ft.
<br />Stoop:
<br />119 sq.ft.
<br />Sidewalk:
<br />95 sq. ft.
<br />Total:
<br />5,113 sq, ft. (4,647 sq. ft.)
<br />Hardcover Percentage -
<br />Gross Area: 5,113/47,000 = 10.88%
<br />Hardcover Percentage - Net Area: 4,647/35,660 =13.03%
<br />Hardcover shall not exceed thirty-five percent of the gross lot area.
<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 laws of the State of Minnesota
<br />Dated this 28th day of November, 2012.
<br />SATH -BERG DIST, INC.
<br />f- .r� cam... _ - _.._ 1
<br />David B. Pemberton, Professional Land Surveyor
<br />Minnesota License No. 40344
<br />ORONO COPY
<br />REC'WE4
<br />FEB ?) ` 2015
<br />01TyOF ORONO
<br />REVISIONS
<br />NEW STRUCTURE,
<br />JJA
<br />HARD COVER 12-01-14
<br />NEW STRUCTURE,
<br />JJA
<br />ELEVATIONS 12-08-14
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<br />ELEVATIONS 02-03-15
<br />DBP
<br />NEW STRUCTURE
<br />JJA
<br />ELEVATIONS 02-04-15
<br />V
<br />WELL/RET. WALLS 2-17-15
<br />DBP
<br />CITY COMMENTS 2-23-15
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<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />11/2312012
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />40995-003
<br />FILE:
<br />BNDRY-ALTA.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />117-10-23
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET OF
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