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Home My WebLink About2014 Detail of Boat House 3 of 3KEMPER & ASSOCIATES INC. PROFESSIONAL LAND SURVEYORS 721 OLD HIGHWAY 8 N.W. NEW BRIGHTON, MINNESOTA 55112 651-631-0351 FAX 651-631-8805 email: kemper@pro—ns.net www.kempersurveys.com LAKE MINNETONKA CARMAN BAY ORDINARY HIGH WATER LEVEL=929.4 HIGHEST RECORDED ELEV.=930.52 (09/07/2002) t uo I I - I w 0 I 1 1\ SHORELINE (07/10/2013) LOWEST RECORDED ELEV.=921.78 (12/16/1937) 1 \ (NGVD 29 ELEVATIONS AS PER MINNESOTA I DEPARTMENT OF NATURAL RESOURCES "LAKE FINDER" WEBSITE) I I 100 -YEAR FLOOD ELEV.= WATER ELEV.= I 931 (NGVD 29) 929.9 (NGVD 29) I (AS PER FEMA MAP) (07/10/2013) I I I I I I I I I I I BOLL RIP -1 FLOODPLAIN NOTE: SUBJECT PROPERTY LIES WITHIN FLOOD ZONES (AREAS DETERMINED OUTSIDE AN UAL CHANCEFLOODPLAN)A0.2% AND "AE' / (SPECIAL FLOOD HAZARD AREAS SUBJECT TO / INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; BASE FLOOD ELEVATIONS DETERMINED) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 27053C-0311 E, DATED SEPTEMBER 2, 2004, HENNEPIN COUNTY, MINNESOTA (THE BASE FLOOD ELEVATION SHOWN FOR LAKE MINNETONKA IS 931 NGVD 29) 930 f 13126 (13126BR1.DWG) D.B. TODD HOLEN ADDED SECOND WALL 05/05/2 V � 2i" `-V `I ADJACENT O 21" OAK \ \ x '0 \ 's \ '&9 E\LM 10 9" ELM$ \ 0 0 oLQ 'o o EXITCO TI. STEPS�' \ . _ 1p rn NORI WESTERLY LINE OF L T 5, BLOC 5, LANG ON PARK to \ m 18' MAPLE 1 10 \ I TOP940. 0 OM 36.4 \ s v j C 1. \ \ 3 OAK w `.0, O \ 9RS a PROPOSED o ; \ STRE NITE �� oo \ PHON \ ' v \AL� PROPOSED S-11" BLOCK RETAINING \ WALLS 4 NOTE: PROVIDE SILT SOCKS \\ \\ FOR EROSION CONTROL AND \ N \ \ POLLUTION PREVENTION \ BELOW AREA OF PROPOSED DISTURBANCE TOP 936.4 \ BOTTOM 932.5 \ \ cP� o \ cP \ E IS N B L E IN' � AL ORDINARY HIGH \ WATER LEVEL \ (929.4 NGVD 29) t \ �\ \ \ 18" EL < o \ 100—YEAR FLOOD / ELEVATION 931.5 w ' N / I co / / I o / 9 ASH / 12" A H 01,1111i 9' ASH 110111111111 0 I / i i 1 I 27" i REPLACE LOOSE GR VEL WITH \S B—GRADE STABILIZATION EOBLOCK' \ ±450 SQ. FT.) 612 m \x. 1 I .0 SURVEY LINE DETAIL OF BOAT HOUSE AREA I& \ OAK HILL RESIDENCE � 2605 KELLY AVENUE LOT 5, BLOCK 5, LANGDON PARK \ CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA V, rn \ SOUTHEASTERLY LINE \ OF LOT 5, BLOCK 5, LANGDON PARK \ VOLUME SUMMARY CALCULATED CUT VOLUME FOR PROPOSED BOAT HOUSE STEPS & WALLS FROM ORIGINAL SURFACE _ 3 CUBIC YARDS CALCULATED FILL VOLUME FOR PROPOSED BOAT HOUSE STEPS & WALLS FROM ORIGINAL SURFACE _ 15 CUBIC YARDS • � i 935 930 925 945 935 0 5' 10' 15' EXISTING LIMESTONE STEPS TO BE REPLACED WITH GRANITE STEPS A 0 5' 0 5' 10' 15' PROPOSED GRANITE STEPS CROSS SECTION 1"=5' HORIZONTAL 1"=5' VERTICAL 945 MEG 935 930 10' 15' 20' 25' 30' A 35' 40' ARCHITECT: ANDREA PESCHEL SWAN, AIA I EXISTING GR D INTERNATIONAL MARKET SQUARE EXISTING GR ND CERTIFICATION MINNEAPOLIS, MINNESOTA 55405 ti �r^^ 612-743-9650 9 �` C ? J i,n UF, LANDSCAPE DESIGN: KEN BECHLER & ELIZABETH SEDGWICK 935 A 0 5' 0 5' 10' 15' PROPOSED GRANITE STEPS CROSS SECTION 1"=5' HORIZONTAL 1"=5' VERTICAL 945 MEG 935 930 10' 15' 20' 25' 30' A 35' 40' 0 5' 10' 15' 20' 25' 30' 35' PROPOSED BLOCK RETAINING WALL AND SOIL STABILIZATION (A -A') CROSS SECTION 1"=5' HORIZONTAL 1"=5' VERTICAL SHEET 3 OF 3 0 5 10 1 INCH EQUALS 10 FEET BASIS FOR BEARINGS: HENNEPIN COUNTY COORDINATE SYSTEM (NAD 83, 1996) BASIS FOR ELEVATION: MINNESOTA DEPARTMENT OF TRANSPORTATION STATION "ELWELL" ELEV.=980.175 (NGVD 29) (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) CONTOUR INTERVAL=1 FOOT AREA SUMMARY (PROPOSED RESIDENCE) LOT 5 = ±74,302 SQ. FT. OR ±1.71 ACRES (TO ORDINARY HIGH WATER LEVEL) PROPOSED HOUSE/GARAGE/SCREEN PORCH FOOTPRINT = 4,254 SQ. FT. PROPOSED COVERED PORCH & STOOP = 320 SQ. FT. PROPOSED SIDE TERRACE = 136 SQ. FT. PROPOSED LAKESIDE TERRACE = 1,320 SQ. FT. PROPOSED DRIVEWAYS = 5,104 SQ. FT. PROPOSED CONCRETE PADS = 96 SQ. FT. PROPOSED GUESTHOUSE STOOP = 96 SQ. FT, PROPOSED GUESTHOUSE STEPS = 68 SQ. FT. EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT. EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT. PORTION OF EXISTING TREE HOUSE BEYOND 75' OF ORDINARY HIGH WATER LEVEL = 33 SQ. FT. EXISTING BOAT HOUSE = 106 SQ. FT. EXISTING BOAT HOUSE CONC. STEPS = 40 SQ. FT. EXISTING BOULDER RETAINING WALL WITHIN 75' OF ORDINARY HIGH WATER LEVEL = 113 SQ. FT. PORTION OF EXISTING TREE HOUSE WITHIN 75' OF ORDINARY HIGH WATER LEVEL = 255 SQ. FT. PROPOSED GRANITE STEPS NEXT TO BOAT HOUSE _ 36 SQ. FT. PROPOSED BLOCK RETAINING WALL ABOVE 100—YEAR FLOOD LINE = 180 SQ. FT. TOTAL IMPERVIOUS SURFACE COVERAGE _ 15,191 SQ. FT. (20.4% OF LOT AREA TO ORDINARY HIGH WATER LEVEL) NOTE: SEE ATTACHED HARDCOVER CALCULATION WORKSHEETS NOTE: "RETAINING WALLS' ARE EXCLUDED FROM HARDCOVER CALCULATIONS (AS PER CITY OF ORONO STORMWATER QUALITY OVERLAY DISTRICT REGULATIONS) NOTE: SEE SHEET 2 FOR EXISTING STRUCTURE AND IMPROVEMENTS, AND HARDCOVER TOTALS LEGEND —960— EXISTING CONTOUR LINE EM Q ELECTRIC METER X CHAIN LINK FENCE ;T— WOOD FENCE NOTE: SUBJECT PROPERTY LIES WITHIN A TIER 1 DISTRICT 950 AS SHOWN ON THE CITY OF ORONO STORMWATER QUALITY OVERLAY DISTRICT MAP 945 PREPARED FOR: ARCHITECT: ANDREA PESCHEL SWAN, AIA I 940 INTERNATIONAL MARKET SQUARE 275 MARKET STREET, SUITE 438 CERTIFICATION MINNEAPOLIS, MINNESOTA 55405 ti �r^^ 612-743-9650 9 �` C ? J i,n UF, LANDSCAPE DESIGN: KEN BECHLER & ELIZABETH SEDGWICK 935 BECHLER LANDSCAPE, INC. 952-933-9944 LAND PROPOSED I P 0 OSED SURVEYORUNDER THE LAWS OF TH BUILDER: GARY KRAEMER KRAEMER & SONS, INC. 4906 LINCOLN DRIVE 930 3'-11" BLOCK PROPOS S B-LGRAD WALL GRADE E LOCK' -� EXISTI G 952-935-9100 FAX 952-935-9184 MARK D. KEMPER, PLS 8407 DATED THIS DAY OF ISA, 2014 EXISTING BOULDER GRADE , PRO OS D PR DPOSED 3 11 LO XK GR D WALL I i I 0 5' 10' 15' 20' 25' 30' 35' PROPOSED BLOCK RETAINING WALL AND SOIL STABILIZATION (A -A') CROSS SECTION 1"=5' HORIZONTAL 1"=5' VERTICAL SHEET 3 OF 3 0 5 10 1 INCH EQUALS 10 FEET BASIS FOR BEARINGS: HENNEPIN COUNTY COORDINATE SYSTEM (NAD 83, 1996) BASIS FOR ELEVATION: MINNESOTA DEPARTMENT OF TRANSPORTATION STATION "ELWELL" ELEV.=980.175 (NGVD 29) (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) CONTOUR INTERVAL=1 FOOT AREA SUMMARY (PROPOSED RESIDENCE) LOT 5 = ±74,302 SQ. FT. OR ±1.71 ACRES (TO ORDINARY HIGH WATER LEVEL) PROPOSED HOUSE/GARAGE/SCREEN PORCH FOOTPRINT = 4,254 SQ. FT. PROPOSED COVERED PORCH & STOOP = 320 SQ. FT. PROPOSED SIDE TERRACE = 136 SQ. FT. PROPOSED LAKESIDE TERRACE = 1,320 SQ. FT. PROPOSED DRIVEWAYS = 5,104 SQ. FT. PROPOSED CONCRETE PADS = 96 SQ. FT. PROPOSED GUESTHOUSE STOOP = 96 SQ. FT, PROPOSED GUESTHOUSE STEPS = 68 SQ. FT. EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT. EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT. PORTION OF EXISTING TREE HOUSE BEYOND 75' OF ORDINARY HIGH WATER LEVEL = 33 SQ. FT. EXISTING BOAT HOUSE = 106 SQ. FT. EXISTING BOAT HOUSE CONC. STEPS = 40 SQ. FT. EXISTING BOULDER RETAINING WALL WITHIN 75' OF ORDINARY HIGH WATER LEVEL = 113 SQ. FT. PORTION OF EXISTING TREE HOUSE WITHIN 75' OF ORDINARY HIGH WATER LEVEL = 255 SQ. FT. PROPOSED GRANITE STEPS NEXT TO BOAT HOUSE _ 36 SQ. FT. PROPOSED BLOCK RETAINING WALL ABOVE 100—YEAR FLOOD LINE = 180 SQ. FT. TOTAL IMPERVIOUS SURFACE COVERAGE _ 15,191 SQ. FT. (20.4% OF LOT AREA TO ORDINARY HIGH WATER LEVEL) NOTE: SEE ATTACHED HARDCOVER CALCULATION WORKSHEETS NOTE: "RETAINING WALLS' ARE EXCLUDED FROM HARDCOVER CALCULATIONS (AS PER CITY OF ORONO STORMWATER QUALITY OVERLAY DISTRICT REGULATIONS) NOTE: SEE SHEET 2 FOR EXISTING STRUCTURE AND IMPROVEMENTS, AND HARDCOVER TOTALS LEGEND —960— EXISTING CONTOUR LINE EM Q ELECTRIC METER X CHAIN LINK FENCE ;T— WOOD FENCE NOTE: SUBJECT PROPERTY LIES WITHIN A TIER 1 DISTRICT 950 AS SHOWN ON THE CITY OF ORONO STORMWATER QUALITY OVERLAY DISTRICT MAP 945 PREPARED FOR: 925 t ARCHITECT: ANDREA PESCHEL SWAN, AIA SWAN ARCHITECTURE 940 INTERNATIONAL MARKET SQUARE 275 MARKET STREET, SUITE 438 CERTIFICATION MINNEAPOLIS, MINNESOTA 55405 ti �r^^ 612-743-9650 9 �` C ? J i,n UF, LANDSCAPE DESIGN: KEN BECHLER & ELIZABETH SEDGWICK 935 BECHLER LANDSCAPE, INC. 952-933-9944 LAND CELL 612-308-7870 SURVEYORUNDER THE LAWS OF TH BUILDER: GARY KRAEMER KRAEMER & SONS, INC. 4906 LINCOLN DRIVE 930 EDINA, MINNESOTA 55436 952-935-9100 FAX 952-935-9184 925 t l'Sit \ _ CERTIFICATION ti �r^^ 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN, 9 �` C ? J i,n UF, OR REPORT WAS PREPARED BY ME - ^ -.V ; .,� f %C UNDER MY DIRECT SUPERVISION AND AT I AM A DULY LICENSED PROFESSI )NA LAND SURVEYORUNDER THE LAWS OF TH STATE OF SOTA C�, EXI �_� MARK D. KEMPER, PLS 8407 DATED THIS DAY OF ISA, 2014 KEMPER &ASSOCIATES, INC.