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KEMPER & ASSOCIATES INC.
<br />PROFESSIONAL LAND SURVEYORS
<br />721 OLD HIGHWAY 8 N.W.
<br />NEW BRIGHTON, MINNESOTA 55112
<br />651-631-0351
<br />FAX 651-631-8805
<br />email: kemper@pro—ns.net
<br />www.kempersurveys.com
<br />LAKE MINNETONKA
<br />CARMAN BAY
<br />ORDINARY HIGH WATER LEVEL=929.4
<br />HIGHEST RECORDED ELEV.=930.52 (09/07/2002)
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<br />SHORELINE
<br />(07/10/2013)
<br />LOWEST RECORDED ELEV.=921.78 (12/16/1937) 1 \
<br />(NGVD 29 ELEVATIONS AS PER MINNESOTA I
<br />DEPARTMENT OF NATURAL RESOURCES
<br />"LAKE FINDER" WEBSITE) I I
<br />100 -YEAR FLOOD ELEV.= WATER ELEV.= I
<br />931 (NGVD 29) 929.9 (NGVD 29) I
<br />(AS PER FEMA MAP) (07/10/2013)
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<br />FLOODPLAIN NOTE:
<br />SUBJECT PROPERTY LIES WITHIN FLOOD ZONES
<br />(AREAS DETERMINED OUTSIDE
<br />AN UAL CHANCEFLOODPLAN)A0.2%
<br />AND "AE' /
<br />(SPECIAL FLOOD HAZARD AREAS SUBJECT TO /
<br />INUNDATION BY THE 1% ANNUAL CHANCE FLOOD;
<br />BASE FLOOD ELEVATIONS DETERMINED)
<br />ACCORDING TO THE FEDERAL EMERGENCY
<br />MANAGEMENT AGENCY FLOOD INSURANCE RATE
<br />MAP COMMUNITY PANEL NUMBER 27053C-0311 E,
<br />DATED SEPTEMBER 2, 2004, HENNEPIN COUNTY,
<br />MINNESOTA (THE BASE FLOOD ELEVATION SHOWN
<br />FOR LAKE MINNETONKA IS 931 NGVD 29) 930
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<br />13126 (13126BR1.DWG) D.B. TODD HOLEN ADDED SECOND WALL 05/05/2
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<br />NORI WESTERLY LINE
<br />OF L T 5, BLOC 5,
<br />LANG ON PARK
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<br />TOP940.
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<br />PROPOSED
<br />S-11" BLOCK
<br />RETAINING \
<br />WALLS 4
<br />NOTE: PROVIDE SILT SOCKS \\ \\
<br />FOR EROSION CONTROL AND \ N \ \
<br />POLLUTION PREVENTION \
<br />BELOW AREA OF PROPOSED
<br />DISTURBANCE
<br />TOP 936.4 \
<br />BOTTOM 932.5 \ \
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<br />ORDINARY HIGH \
<br />WATER LEVEL \
<br />(929.4 NGVD 29) t \
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<br />100—YEAR FLOOD /
<br />ELEVATION 931.5
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<br />REPLACE LOOSE
<br />GR VEL WITH
<br />\S B—GRADE
<br />STABILIZATION
<br />EOBLOCK'
<br />\ ±450 SQ. FT.)
<br />612
<br />m
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<br />SURVEY
<br />LINE
<br />DETAIL OF BOAT HOUSE AREA
<br />I& \ OAK HILL RESIDENCE
<br />� 2605 KELLY AVENUE
<br />LOT 5, BLOCK 5, LANGDON PARK
<br />\ CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA
<br />V,
<br />rn
<br />\ SOUTHEASTERLY LINE
<br />\ OF LOT 5, BLOCK 5,
<br />LANGDON PARK \
<br />VOLUME SUMMARY
<br />CALCULATED CUT VOLUME FOR PROPOSED BOAT
<br />HOUSE STEPS & WALLS FROM ORIGINAL SURFACE _
<br />3 CUBIC YARDS
<br />CALCULATED FILL VOLUME FOR PROPOSED BOAT
<br />HOUSE STEPS & WALLS FROM ORIGINAL SURFACE _
<br />15 CUBIC YARDS
<br />• � i
<br />935
<br />930
<br />925
<br />945
<br />935
<br />0 5' 10' 15'
<br />EXISTING LIMESTONE STEPS TO BE
<br />REPLACED WITH GRANITE STEPS
<br />A
<br />0 5'
<br />0 5' 10' 15'
<br />PROPOSED GRANITE STEPS
<br />CROSS SECTION
<br />1"=5' HORIZONTAL
<br />1"=5' VERTICAL
<br />945
<br />MEG
<br />935
<br />930
<br />10' 15' 20' 25' 30'
<br />A
<br />35' 40'
<br />ARCHITECT:
<br />ANDREA PESCHEL SWAN, AIA
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<br />EXISTING
<br />GR D
<br />INTERNATIONAL MARKET SQUARE
<br />EXISTING
<br />GR ND
<br />CERTIFICATION
<br />MINNEAPOLIS, MINNESOTA 55405
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<br />612-743-9650
<br />9 �`
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<br />LANDSCAPE DESIGN:
<br />KEN BECHLER & ELIZABETH SEDGWICK
<br />935
<br />A
<br />0 5'
<br />0 5' 10' 15'
<br />PROPOSED GRANITE STEPS
<br />CROSS SECTION
<br />1"=5' HORIZONTAL
<br />1"=5' VERTICAL
<br />945
<br />MEG
<br />935
<br />930
<br />10' 15' 20' 25' 30'
<br />A
<br />35' 40'
<br />0 5' 10' 15' 20' 25' 30' 35'
<br />PROPOSED BLOCK RETAINING WALL
<br />AND SOIL STABILIZATION (A -A')
<br />CROSS SECTION
<br />1"=5' HORIZONTAL
<br />1"=5' VERTICAL
<br />SHEET 3 OF 3
<br />0 5 10
<br />1 INCH EQUALS 10 FEET
<br />BASIS FOR BEARINGS:
<br />HENNEPIN COUNTY
<br />COORDINATE SYSTEM
<br />(NAD 83, 1996)
<br />BASIS FOR ELEVATION:
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />STATION "ELWELL"
<br />ELEV.=980.175 (NGVD 29)
<br />(VIA REAL TIME GPS
<br />MEASUREMENTS UTILIZING
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />VRS NETWORK)
<br />CONTOUR INTERVAL=1 FOOT
<br />AREA SUMMARY (PROPOSED RESIDENCE)
<br />LOT 5 = ±74,302 SQ. FT. OR ±1.71 ACRES
<br />(TO ORDINARY HIGH WATER LEVEL)
<br />PROPOSED HOUSE/GARAGE/SCREEN PORCH
<br />FOOTPRINT = 4,254 SQ. FT.
<br />PROPOSED COVERED PORCH & STOOP = 320 SQ. FT.
<br />PROPOSED SIDE TERRACE = 136 SQ. FT.
<br />PROPOSED LAKESIDE TERRACE = 1,320 SQ. FT.
<br />PROPOSED DRIVEWAYS = 5,104 SQ. FT.
<br />PROPOSED CONCRETE PADS = 96 SQ. FT.
<br />PROPOSED GUESTHOUSE STOOP = 96 SQ. FT,
<br />PROPOSED GUESTHOUSE STEPS = 68 SQ. FT.
<br />EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT.
<br />EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT.
<br />PORTION OF EXISTING TREE HOUSE BEYOND 75' OF
<br />ORDINARY HIGH WATER LEVEL = 33 SQ. FT.
<br />EXISTING BOAT HOUSE = 106 SQ. FT.
<br />EXISTING BOAT HOUSE CONC. STEPS = 40 SQ. FT.
<br />EXISTING BOULDER RETAINING WALL WITHIN 75' OF
<br />ORDINARY HIGH WATER LEVEL = 113 SQ. FT.
<br />PORTION OF EXISTING TREE HOUSE WITHIN 75' OF
<br />ORDINARY HIGH WATER LEVEL = 255 SQ. FT.
<br />PROPOSED GRANITE STEPS NEXT TO BOAT HOUSE _
<br />36 SQ. FT.
<br />PROPOSED BLOCK RETAINING WALL ABOVE
<br />100—YEAR FLOOD LINE = 180 SQ. FT.
<br />TOTAL IMPERVIOUS SURFACE COVERAGE _
<br />15,191 SQ. FT. (20.4% OF LOT AREA TO
<br />ORDINARY HIGH WATER LEVEL)
<br />NOTE: SEE ATTACHED HARDCOVER
<br />CALCULATION WORKSHEETS
<br />NOTE: "RETAINING WALLS' ARE EXCLUDED
<br />FROM HARDCOVER CALCULATIONS
<br />(AS PER CITY OF ORONO STORMWATER
<br />QUALITY OVERLAY DISTRICT REGULATIONS)
<br />NOTE: SEE SHEET 2 FOR EXISTING
<br />STRUCTURE AND IMPROVEMENTS,
<br />AND HARDCOVER TOTALS
<br />LEGEND
<br />—960— EXISTING CONTOUR LINE
<br />EM Q ELECTRIC METER
<br />X CHAIN LINK FENCE
<br />;T— WOOD FENCE
<br />NOTE: SUBJECT PROPERTY LIES
<br />WITHIN A TIER 1 DISTRICT
<br />950 AS SHOWN ON THE CITY OF
<br />ORONO STORMWATER QUALITY
<br />OVERLAY DISTRICT MAP
<br />945
<br />PREPARED FOR:
<br />ARCHITECT:
<br />ANDREA PESCHEL SWAN, AIA
<br />I
<br />940
<br />INTERNATIONAL MARKET SQUARE
<br />275 MARKET STREET, SUITE 438
<br />CERTIFICATION
<br />MINNEAPOLIS, MINNESOTA 55405
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<br />612-743-9650
<br />9 �`
<br />C ? J i,n
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<br />LANDSCAPE DESIGN:
<br />KEN BECHLER & ELIZABETH SEDGWICK
<br />935
<br />BECHLER LANDSCAPE, INC.
<br />952-933-9944
<br />LAND
<br />PROPOSED I P 0 OSED
<br />SURVEYORUNDER THE LAWS OF TH
<br />BUILDER:
<br />GARY KRAEMER
<br />KRAEMER & SONS, INC.
<br />4906 LINCOLN DRIVE
<br />930
<br />3'-11" BLOCK PROPOS S B-LGRAD
<br />WALL GRADE E LOCK'
<br />-� EXISTI G
<br />952-935-9100
<br />FAX 952-935-9184
<br />MARK D. KEMPER, PLS 8407
<br />DATED THIS DAY OF ISA,
<br />2014
<br />EXISTING BOULDER
<br />GRADE
<br />,
<br />PRO OS D PR DPOSED
<br />3 11 LO XK GR D
<br />WALL
<br />I
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<br />I
<br />0 5' 10' 15' 20' 25' 30' 35'
<br />PROPOSED BLOCK RETAINING WALL
<br />AND SOIL STABILIZATION (A -A')
<br />CROSS SECTION
<br />1"=5' HORIZONTAL
<br />1"=5' VERTICAL
<br />SHEET 3 OF 3
<br />0 5 10
<br />1 INCH EQUALS 10 FEET
<br />BASIS FOR BEARINGS:
<br />HENNEPIN COUNTY
<br />COORDINATE SYSTEM
<br />(NAD 83, 1996)
<br />BASIS FOR ELEVATION:
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />STATION "ELWELL"
<br />ELEV.=980.175 (NGVD 29)
<br />(VIA REAL TIME GPS
<br />MEASUREMENTS UTILIZING
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />VRS NETWORK)
<br />CONTOUR INTERVAL=1 FOOT
<br />AREA SUMMARY (PROPOSED RESIDENCE)
<br />LOT 5 = ±74,302 SQ. FT. OR ±1.71 ACRES
<br />(TO ORDINARY HIGH WATER LEVEL)
<br />PROPOSED HOUSE/GARAGE/SCREEN PORCH
<br />FOOTPRINT = 4,254 SQ. FT.
<br />PROPOSED COVERED PORCH & STOOP = 320 SQ. FT.
<br />PROPOSED SIDE TERRACE = 136 SQ. FT.
<br />PROPOSED LAKESIDE TERRACE = 1,320 SQ. FT.
<br />PROPOSED DRIVEWAYS = 5,104 SQ. FT.
<br />PROPOSED CONCRETE PADS = 96 SQ. FT.
<br />PROPOSED GUESTHOUSE STOOP = 96 SQ. FT,
<br />PROPOSED GUESTHOUSE STEPS = 68 SQ. FT.
<br />EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT.
<br />EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT.
<br />PORTION OF EXISTING TREE HOUSE BEYOND 75' OF
<br />ORDINARY HIGH WATER LEVEL = 33 SQ. FT.
<br />EXISTING BOAT HOUSE = 106 SQ. FT.
<br />EXISTING BOAT HOUSE CONC. STEPS = 40 SQ. FT.
<br />EXISTING BOULDER RETAINING WALL WITHIN 75' OF
<br />ORDINARY HIGH WATER LEVEL = 113 SQ. FT.
<br />PORTION OF EXISTING TREE HOUSE WITHIN 75' OF
<br />ORDINARY HIGH WATER LEVEL = 255 SQ. FT.
<br />PROPOSED GRANITE STEPS NEXT TO BOAT HOUSE _
<br />36 SQ. FT.
<br />PROPOSED BLOCK RETAINING WALL ABOVE
<br />100—YEAR FLOOD LINE = 180 SQ. FT.
<br />TOTAL IMPERVIOUS SURFACE COVERAGE _
<br />15,191 SQ. FT. (20.4% OF LOT AREA TO
<br />ORDINARY HIGH WATER LEVEL)
<br />NOTE: SEE ATTACHED HARDCOVER
<br />CALCULATION WORKSHEETS
<br />NOTE: "RETAINING WALLS' ARE EXCLUDED
<br />FROM HARDCOVER CALCULATIONS
<br />(AS PER CITY OF ORONO STORMWATER
<br />QUALITY OVERLAY DISTRICT REGULATIONS)
<br />NOTE: SEE SHEET 2 FOR EXISTING
<br />STRUCTURE AND IMPROVEMENTS,
<br />AND HARDCOVER TOTALS
<br />LEGEND
<br />—960— EXISTING CONTOUR LINE
<br />EM Q ELECTRIC METER
<br />X CHAIN LINK FENCE
<br />;T— WOOD FENCE
<br />NOTE: SUBJECT PROPERTY LIES
<br />WITHIN A TIER 1 DISTRICT
<br />950 AS SHOWN ON THE CITY OF
<br />ORONO STORMWATER QUALITY
<br />OVERLAY DISTRICT MAP
<br />945
<br />PREPARED FOR:
<br />925
<br />t
<br />ARCHITECT:
<br />ANDREA PESCHEL SWAN, AIA
<br />SWAN ARCHITECTURE
<br />940
<br />INTERNATIONAL MARKET SQUARE
<br />275 MARKET STREET, SUITE 438
<br />CERTIFICATION
<br />MINNEAPOLIS, MINNESOTA 55405
<br />ti �r^^
<br />612-743-9650
<br />9 �`
<br />C ? J i,n
<br />UF,
<br />LANDSCAPE DESIGN:
<br />KEN BECHLER & ELIZABETH SEDGWICK
<br />935
<br />BECHLER LANDSCAPE, INC.
<br />952-933-9944
<br />LAND
<br />CELL 612-308-7870
<br />SURVEYORUNDER THE LAWS OF TH
<br />BUILDER:
<br />GARY KRAEMER
<br />KRAEMER & SONS, INC.
<br />4906 LINCOLN DRIVE
<br />930
<br />EDINA, MINNESOTA 55436
<br />952-935-9100
<br />FAX 952-935-9184
<br />925
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<br />_
<br />CERTIFICATION
<br />ti �r^^
<br />1 HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />9 �`
<br />C ? J i,n
<br />UF,
<br />OR REPORT WAS PREPARED BY ME
<br />- ^
<br />-.V ; .,�
<br />f %C
<br />UNDER MY DIRECT SUPERVISION AND
<br />AT
<br />I AM A DULY LICENSED PROFESSI )NA
<br />LAND
<br />SURVEYORUNDER THE LAWS OF TH
<br />STATE
<br />OF SOTA
<br />C�,
<br />EXI
<br />�_�
<br />MARK D. KEMPER, PLS 8407
<br />DATED THIS DAY OF ISA,
<br />2014
<br />KEMPER &ASSOCIATES, INC.
<br />
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