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CERTIFICATE OF SURVEY FOR
<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 />6 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 fence 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 />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 />Also that part of the vacated portion of Washburn Street lying between the North
<br />line of said Lois, 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 />Oo : Denotes Hennepin County right-of-way marker
<br />- 9aa Denotes existing contour line, mean sea level datum
<br />Denotes proposed contour line, mean sea level datum
<br />948.5 : 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.
<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.
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<br />929. A CONTOUR LINE LOWER FLOOR ELEV = 40.12
<br />�t CONTOUR � UPPER FLOOR ELEV =940.12
<br />MINNETONKA
<br />WEST ARM
<br />STEEi FENQ POST IT POST),
<br />INBNIF 5' ICVf+,
<br />B' MAAIHUH SPApNG.
<br />POST NOTO
<br />TO FACE —
<br />FROM FABFIIC
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<br />RO C PER ENT Cf TABUS
<br />3W,1.%Efl FIIIDOi TABLE
<br />38861.
<br />— ATTACH FABRIC TO POST MM
<br />HINIM lZ TIB(%U
<br />TENTRE) PEA FUST IN TOO 8'
<br />OF FABRIC
<br />— LAY FABRIC IN THE TREWX
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<br />EIONT EQUIPENt PRIOR M
<br />NA@IE11T Of THE P¢STS
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<br />1. SRKMO YALL BE PACE ATOPPOa'3NG SLLT RHCE POSIT BY PIAt]NG 1'DSTT
<br />AND SAi fE1RE NEXT TO EACH UTNER AM ROTAT$1G ]EO'.
<br />2. NFAw DUTY SLT FENCE IS PMOIO.E SLICED il'FE 56T FENCE THAT 6 HAAID
<br />INSTALLED IN MEAS INACCESSIM TO EQUIPFrtNT DUE TO SPACE
<br />lMfiAndlS, YhT SOLLS, STEEP SLCf6, ETC
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<br />SILT FENCE AP+tooe
<br />HEAVY DUTY
<br />ERO-TC
<br />NOTES:
<br />ROCK SIZE SHOULD BE I' TO Z- N SIZE SUCH AS M /DOT CA -I
<br />OR CA -2 COURSE AGGREGATE. (WASHED)
<br />A CEOTEKTEE FABRIC 1 RE USED UNDER THE ROLL( TO PREVENT
<br />EBORAT OF THE UNOERLn 500. INTO THE STONE.
<br />STANDARD DETAILS
<br />ROCK ENTRANCE TO CONSTRUCTION SITE
<br />7lYIVW IVIIVIYNVMCI/MIK UTTMT111RT 1-
<br />REVISIONS
<br />DESIGNED
<br />1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
<br />AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
<br />AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />DATE
<br />5-12-10G
<br />RO N B E RG &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 />DATE BY REMARKS
<br />SCALE
<br />1~-20E
<br />12-16 10 PROPOSED HOUSE AND GRADES SHOWN
<br />DRAWN
<br />CHE CKED
<br />II
<br />1-11-11 ADDITIONAL GRADES
<br />/00 /
<br />DATE MINN.LICENSENUMBER
<br />ETOf ETS
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<br />BOTTOM = 949.0
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<br />RO C PER ENT Cf TABUS
<br />3W,1.%Efl FIIIDOi TABLE
<br />38861.
<br />— ATTACH FABRIC TO POST MM
<br />HINIM lZ TIB(%U
<br />TENTRE) PEA FUST IN TOO 8'
<br />OF FABRIC
<br />— LAY FABRIC IN THE TREWX
<br />BACxFrtt v .1—
<br />SM AND CO.R.A(.7 —H
<br />EIONT EQUIPENt PRIOR M
<br />NA@IE11T Of THE P¢STS
<br />8.
<br />N' NIMMUN
<br />POST EMeE[MiET
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<br />6'
<br />1. SRKMO YALL BE PACE ATOPPOa'3NG SLLT RHCE POSIT BY PIAt]NG 1'DSTT
<br />AND SAi fE1RE NEXT TO EACH UTNER AM ROTAT$1G ]EO'.
<br />2. NFAw DUTY SLT FENCE IS PMOIO.E SLICED il'FE 56T FENCE THAT 6 HAAID
<br />INSTALLED IN MEAS INACCESSIM TO EQUIPFrtNT DUE TO SPACE
<br />lMfiAndlS, YhT SOLLS, STEEP SLCf6, ETC
<br />0
<br />SILT FENCE AP+tooe
<br />HEAVY DUTY
<br />ERO-TC
<br />NOTES:
<br />ROCK SIZE SHOULD BE I' TO Z- N SIZE SUCH AS M /DOT CA -I
<br />OR CA -2 COURSE AGGREGATE. (WASHED)
<br />A CEOTEKTEE FABRIC 1 RE USED UNDER THE ROLL( TO PREVENT
<br />EBORAT OF THE UNOERLn 500. INTO THE STONE.
<br />STANDARD DETAILS
<br />ROCK ENTRANCE TO CONSTRUCTION SITE
<br />7lYIVW IVIIVIYNVMCI/MIK UTTMT111RT 1-
<br />REVISIONS
<br />DESIGNED
<br />1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
<br />AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
<br />AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />DATE
<br />5-12-10G
<br />RO N B E RG &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 />DATE BY REMARKS
<br />SCALE
<br />1~-20E
<br />12-16 10 PROPOSED HOUSE AND GRADES SHOWN
<br />DRAWN
<br />CHE CKED
<br />I
<br />1-11-11 ADDITIONAL GRADES
<br />/00 /
<br />DATE MINN.LICENSENUMBER
<br />ETOf ETS
<br />'
<br />I
<br />CJ,QD
<br />I 1
<br />I-4
<br />I
<br />PROPOSED 4' HIGH
<br />MAC WALL
<br />TOP = 953.0 i
<br />BOTTOM = 949.0
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<br />RO C PER ENT Cf TABUS
<br />3W,1.%Efl FIIIDOi TABLE
<br />38861.
<br />— ATTACH FABRIC TO POST MM
<br />HINIM lZ TIB(%U
<br />TENTRE) PEA FUST IN TOO 8'
<br />OF FABRIC
<br />— LAY FABRIC IN THE TREWX
<br />BACxFrtt v .1—
<br />SM AND CO.R.A(.7 —H
<br />EIONT EQUIPENt PRIOR M
<br />NA@IE11T Of THE P¢STS
<br />8.
<br />N' NIMMUN
<br />POST EMeE[MiET
<br />u
<br />6'
<br />1. SRKMO YALL BE PACE ATOPPOa'3NG SLLT RHCE POSIT BY PIAt]NG 1'DSTT
<br />AND SAi fE1RE NEXT TO EACH UTNER AM ROTAT$1G ]EO'.
<br />2. NFAw DUTY SLT FENCE IS PMOIO.E SLICED il'FE 56T FENCE THAT 6 HAAID
<br />INSTALLED IN MEAS INACCESSIM TO EQUIPFrtNT DUE TO SPACE
<br />lMfiAndlS, YhT SOLLS, STEEP SLCf6, ETC
<br />0
<br />SILT FENCE AP+tooe
<br />HEAVY DUTY
<br />ERO-TC
<br />NOTES:
<br />ROCK SIZE SHOULD BE I' TO Z- N SIZE SUCH AS M /DOT CA -I
<br />OR CA -2 COURSE AGGREGATE. (WASHED)
<br />A CEOTEKTEE FABRIC 1 RE USED UNDER THE ROLL( TO PREVENT
<br />EBORAT OF THE UNOERLn 500. INTO THE STONE.
<br />STANDARD DETAILS
<br />ROCK ENTRANCE TO CONSTRUCTION SITE
<br />7lYIVW IVIIVIYNVMCI/MIK UTTMT111RT 1-
<br />REVISIONS
<br />DESIGNED
<br />1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,
<br />AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
<br />AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />DATE
<br />5-12-10G
<br />RO N B E RG &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 />DATE BY REMARKS
<br />SCALE
<br />1~-20E
<br />12-16 10 PROPOSED HOUSE AND GRADES SHOWN
<br />DRAWN
<br />CHE CKED
<br />i59 NO
<br />10-110 E
<br />1-11-11 ADDITIONAL GRADES
<br />DATE MINN.LICENSENUMBER
<br />ETOf ETS
<br />
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