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Fi�Tl�H�1�
<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 />CB 0 X
<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 />EHH
<br />Denotes Electric Handhole
<br />TR A N
<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 />H YD
<br />Denotes Fire Hydrant
<br />LP
<br />Denotes Light Pole
<br />M B
<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 />PI V
<br />Denotes Post Indicator Valve
<br />RCP
<br />Denotes Re-inforced Concrete Pipe/Size
<br />R D
<br />Denotes Roof Drain
<br />SCO
<br />Denotes Sanitary Cleanout
<br />SMH
<br />Denotes Sanitary Manhole
<br />SV
<br />Denotes Septic Vent
<br />SWL
<br />Denotes Swale
<br />S TM H
<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 />UGG
<br />Denotes Underground Gas Line
<br />SAN
<br />Denotes Underground Sanitary Sewer
<br />ST
<br />Denotes Underground Storm Sewer
<br />UP
<br />Denotes Utility Pole
<br />U LP
<br />Denotes Utility/Light Pole
<br />TN H
<br />Denotes Top Nut of Hydrant
<br />WM H
<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 />-
<br />Denotes Asbuilt Contour
<br />!
<br />Denotes Found Monument - As Denoted
<br />0
<br />Dentoes Found Cast - Iron - Monument
<br />!
<br />Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />I Stairs
<br />by License No. 40344
<br />,2
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<br />PROPOSED RETAINING WALL DETAIL
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<br />IN
<br />ASBUILT ELEVATIONS
<br />ASBUILT GARAGE FLOOR ELEVATION = 1015.6
<br />ASBUILT TOP OF FOUNDATION ELEVATION = 1016.0
<br />ASBUILT BASEMENT FLOOR ELEVATION = 1007.2
<br />ASBUILT LOOKOUT OPENING ELEVATION = 1013.0
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />Lot 2, Block 1, HOLLY ACRES 3RD ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />SITE ADDRESS
<br />200 Hollander Road, Orono, MN 55391
<br />NOTES
<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 was 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 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance
<br />stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the I%
<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.), per the National Flood Insurance Program, Flood Insurance Rate Map Community
<br />Panel No. 27053C0307E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency
<br />Web Site.
<br />Area Information : Lot Area = 92,447 Sq. Ft. - 2.12 Acres
<br />Current zoning and setback information:
<br />Zoning: RR -1B-1
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet
<br />Building Height: 2-1/2 stories - Not to exceed 30 feet
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono.
<br />Survey coordinate and bearing basis : Assumed 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. Its reproduction and redistribution without proper consent is
<br />prohibited.
<br />Benchmark: Top of top nut of fire hydrant at southeast quadrant of Ferndale Road N. and County Road No. 6
<br />Elevation = 1032.91 feet (Per City of Plymouth)
<br />City of Orono
<br />0*SoHo \ Hardcover Calculation Worksheet
<br />Property Address: 200 Eollander Road
<br />\ `�KFs"�aE` Prepared by: Sathre-Bergquist Inc. Date: July 14, 2014
<br />Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
<br />Step 1: EXISTING HARDCOVER
<br />In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
<br />Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing
<br />hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the
<br />75' setback line and calculate hardcover square footage separately for each portion.
<br />Key Hardcover Item (Describe)
<br />Survey
<br />Length x Width
<br />Total
<br />Square Feet
<br />16
<br />(Example) (Garage)
<br />(24'x 30')
<br />DBP
<br />720 S.F.
<br />A Structure- house and garage
<br />Miscellaneous
<br />3,768
<br />S.F.
<br />B Cantilever. Patio Porch
<br />Miscellaneous
<br />325
<br />S.F.
<br />C Concrete driveway
<br />Miscellaneous
<br />4,942
<br />S.F.
<br />D Paver sidewalk- front by garage
<br />Miscellaneous
<br />57
<br />S.F.
<br />E Paver sidewalk- front brch
<br />Miscellaneous
<br />139
<br />S.F.
<br />F Paver_ behind garage
<br />Miscellaneous
<br />886
<br />S.F.
<br />G Pool decking
<br />Miscellaneous
<br />3.314
<br />S.F.
<br />H Astroturf
<br />Miscellaneous
<br />1.074
<br />S.F.
<br />I Stairs
<br />M�sce aneous
<br />129
<br />S.F.
<br />J
<br />S.F.
<br />K
<br />S.F.
<br />L
<br />S.F.
<br />M
<br />S.F.
<br />N
<br />S.F.
<br />O
<br />S.F.
<br />P
<br />S.F.
<br />0
<br />S.F.
<br />R
<br />S.F.
<br />S
<br />S.F.
<br />T
<br />S.F.
<br />U
<br />S.F.
<br />V
<br />S.F.
<br />X
<br />S.F.
<br />Y
<br />S.F.
<br />Z
<br />S.F.
<br />1 Total Existing Hardcover
<br />14,634
<br />S.F.
<br />Excludable Hardcover See City Code Sec 78-1684):
<br />I Stairs
<br />100 S.F.
<br />S.F.
<br />S.F.
<br />S.F.
<br />S.F.
<br />2 Total Excludable Hardcover
<br />100
<br />S.F.
<br />3 Net Existing Hardcover Subtract line 2 from line 1
<br />14,534
<br />S.F.
<br />4 Total Lot Area
<br />92,447
<br />S.F.
<br />Proposed Hardcover Percentage
<br />[ (3) _ (4) ]
<br />15.72%
<br />(Proposed Hardcover next page)
<br />This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein;
<br />however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
<br />Page 8 of 9
<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 September, 2012.
<br />SATHRE-B GQUIST,
<br />David B. Pemberton, Professional Land Surveyor
<br />Minnesota License No. 40344
<br />RECEIVED
<br />JUL 15 20114
<br />CITE' OF ORONC
<br />REVISIONS
<br />FINAL SUBMITAL
<br />DBP
<br />16
<br />01/02/13
<br />RET. WALL DETAIL
<br />DBP
<br />(V
<br />(n
<br />0
<br />02/19/13
<br />FOUNDATION ASBUILT
<br />JJA
<br />LID
<br />04/01/13
<br />ADDED POOL
<br />MNK
<br />O
<br />09/19/13
<br />REVISED POOL PER
<br />MNK
<br />CITY COMMENTS
<br />10/07/13
<br />REVISED RET WALLS
<br />DBP
<br />Q
<br />04/14/14
<br />REVISED RET WALLS
<br />DBP
<br />m
<br />04/21/14
<br />ASBUILT SURVEY
<br />JML
<br />O
<br />0
<br />07/14/14
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<br />0
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<br />DEs`G�
<br />vwwv1•
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />09/28/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />64255-033
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />118-23-25
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET 1 OF
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<br />Xv5 — 0000-3
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<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />09/28/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />64255-033
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />118-23-25
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET 1 OF
<br />` 2M VdVK cA,#,-
<br />Xv5 — 0000-3
<br />
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