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CERTIFICATE OF SURVEY FOR
<br />CHRIS & DARLA TWOMEY
<br />OF LOTS 1 & 2, BLOCK 18, SAGA HILL REVISED
<br />AND IN GOVT LOT 3, SEC. 7-117-23
<br />HENNEPIN COUNTY, MINNESOTA
<br />n 20 40
<br />SCALE IN FEET - - .
<br />Temporary Erosion Control and Sequencing
<br />1. Install perimeter control fencing per the standard detail plates. No more than
<br />600 linear feet of silt felice should be continuous and collecting at one point.
<br />Undulate the silt fence or use "simles" or crescents of silt fence.
<br />2. Install a rock construction entrance per the standard detail plate. Rock pad
<br />exits are needed where the site exits to the private drive. Rock pads should
<br />be 3 inch rock, 6 inches deep, and 75 feet long and span the full width of the
<br />exit. Geotextile fabric should be placed under the rock.
<br />3. Use horizontal slope grading
<br />4. Install erosion control around any temporary dirt stockpile areas.
<br />5. The contractor for the project shall inspect all erosion control BMP's after
<br />each rainfall and repair as necessary and remove sediment from silf fences
<br />if it reaches 1/3 capacity.
<br />8. The contractor shall schedule his operations to minimize the amount of
<br />disturbed area at any given time. The contractor shall limit his activities
<br />to the grading limits as shown.
<br />9. Remove all temporary BMP's once the site has reached final stabilization (a
<br />uniform perennial vegetative cover with a density of 70 percent over all pervious
<br />surface areas).
<br />Permanent Erosion Control
<br />1. All exposed soils on site must be stabilized with in 3 days:
<br />a. Stabilization on slopes flatter than 4:1 consists of disc -anchored
<br />mulch and seed; stabilization on slopes greater than 4:1 and in areas
<br />of concentrated flows consists of erosion blankets and seed.
<br />2. Temporary mulch and seed is needed for exposed areas which sit fallow for
<br />3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21
<br />days. Also open stockpiles need to have temporary stabilization if they are to
<br />remain inactive for more than 7 days.
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<br />LOT 1, BLOCK 18,--...Q
<br />SAGA HILL/,REVISED
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<br />PROPOSED ELEVATIONS
<br />(VERIFY WITH ARCHITECT)
<br />BASEMENT 949.0
<br />FIRST FLOOR 960.5
<br />GARAGE (UPPER) 958.5
<br />GARAGE (LOWER) 949.5
<br />LEGAL DESCRIPTION OF PREMISES:
<br />Parcel 1
<br />Lots 1 and 2, Block 18, SAGA HILL REVISED;
<br />-:a,!so that part of the vacated portion of Washburn Street lying between -the North
<br />line of said Lots, the center of County Road No. 133 (now known as County
<br />Road No. 19) and the extension northward of the West line of Lot 1 and of the
<br />East line of Lot 2, except any part thereof lying northwest of the centerline of the
<br />canal.
<br />Parcel 2
<br />That part of Government Lot 3, Section 7, Township 117 North, Range 23 West
<br />of the 5th Principal Meridian, described as: Commencing at the Southwest corner
<br />of said Lot 1, Block 18, Sage Hill Revised, Hennepin County, Minnesota, where it
<br />intersects the shore line of Lake Minnetonka, said corner being 353.6 feet south
<br />of the Northwest corner of said Lot; thence westerly 26 feet along the shore of
<br />Lake Minnetonka to an iron post; thence on a line running northeasterly to a point
<br />in the westerly line of said Lot 1 distant 104.2 feet south from the Northwest
<br />corner of said Lot; thence south along the westerly line of said Lot 1 to the point
<br />of beginning.
<br />o Denotes Iron marker
<br />0 : Denotes Hennepin County right-of-way marker
<br />--944-- Denotes existing contour line, mean sea level datum
<br />Denotes proposed contour line, mean sea level datum
<br />W875 Denotes proposed spot elevation
<br />Bearings shown are based upon an assumed datum
<br />This survey shows the boundaries of the above described property, and the
<br />topography of the land, and the location of an existing house, boathouse,
<br />and the lake side of houses on adjoining properties, and the proposed
<br />location of a proposed house and driveway. It does not purport to show
<br />any other improvements or encroachments.
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<br />7,o 10-46 1 la 5
<br />C#y of Orono
<br />Placing & Zoning Plan .Review
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<br />ite Plan Review Date: -._./ f
<br />PRQVEO
<br />Q APPROVED WITH REVISIONS (see notes)
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<br />DENIED
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<br />PROPOSED 4' HIGH MAC WALL
<br />TOP= 953.0 I
<br />948.5 BOTTOM = 949.0
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<br />948,5 36" KE U FENCEROST I
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<br />948.5
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<br />PROPOSED v 1 � I I I ,, �= _ _ #4395
<br />- - SILT FENCE Q I /
<br />75 FT'S.ETBACK LINE \\
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<br />LOWER FLOOR ELEV = 932.86 - - - -
<br />UPPER FLOOR ELE'V = 9,40J2
<br />MINNETONKA
<br />WEST ARM
<br />SI%FENCE POST (T POST),
<br />MIN Y LONG,
<br />6' MAXIMUM SPACING.
<br />POST NOTQiES
<br />TO FAC£ AWAY
<br />FROM FABRIC
<br />DBtKTIpi OF /
<br />SURFACE
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<br />NONO,I_M NT G[rJ T11E
<br />FABRIC PER MNDOT TABLE
<br />30.46-1.
<br />ATTACH FABRIC TO POST WITH
<br />MINIMIM, 3 ZIP TIES ("`U
<br />TENSILE) PER POST INTW R'
<br />Of FABRIC.
<br />LAY FABRIC IN THE TRENOI,
<br />MCRFTLL WTR1 NATIRVE
<br />SO14 ANO COMPACT WTIH
<br />LIGHT EQUIPMENT MUOR TO
<br />PLACEMENT OF THE POSTS
<br />2e MINIMUM
<br />POST EMBEDMENT
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<br />NOTES:
<br />1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE FOSTS BT PLAONG POSTS
<br />SILT FENCE NEXT TO EACH OTHER D ROTATING 360°.
<br />,NO AN
<br />2. HEAVY DUTY 51LT FENCE IS MACHINE SLICED TYPE SILT FENCE TMAT IS RANO
<br />INSTALLED IN AREAS INACCESSIBLE TO EQUfMENT WE TO SPACE
<br />UMITATIONS, WET 50115, STEEP SLOPE, ETC
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<br />SILT PENCE
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<br />HEAVY DUTY
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<br />NOTE: The above described Parcel 2 has a call of 26 feet along the shore to an
<br />iron post. This is a vague description. For purposes of this survey the West line
<br />of Parcel 2 is shown as going through an iron marker 39 feet north of the shore
<br />which gives Parcel 2 approximately 26 feet of shoreline.
<br />10.100/10110TWOMEY/10110E DRAWING 1-11-11'
<br />REVISIONS DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT DATE
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, 5-12-10
<br />DATE BY REMARKS AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER SCALE
<br />DRAWN AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF 1"=20'
<br />12-16-10 PROPOSED HOUSE AND GRADES SHOWN MINNESOTA. JOB No.
<br />1-11-11 ADDITIONAL GRADES 10-110 E
<br />CHECKED SHEET f
<br />DATE��%1 // MINN. LICENSE NUMBER Z 7SS SHEET
<br />NOTES.
<br />ROCK SIZE SHOULD BE I• TO 2' .SIZE SUCH AS MN/DOT CA -I
<br />OR G-2 COURSE AGGREGATE. (WASHED)
<br />A CEOTEXBLE FABRIC ALLY BE USED UNDER TME ROCK TO PREVENT
<br />MIGRATION OF THE UNDERLYING SOIL INTO THE STONE
<br />STANDARD DETAILS
<br />ROCK ENTRANCE TO CONSTRUCTION SITE
<br />GRONBERG & ASSOCIATES, INC.
<br />CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS
<br />445 N. WILLOW DRIVE LONG LAKE, MN 55356
<br />PHONE: 952-473-4141 FAX: 952-473-4435
<br />RECEIVED
<br />JAN 13 2011
<br />CITY OF ORONO
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