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<br />KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF
<br />PROFESSIONAL LAND SURVEYORS0 15 3 3 15 0
<br />1 INCH EQUALS 30 FEET
<br />OAK HILL f ESIDENCE
<br />721 OLD HIGHWAY 8 N.W.
<br />NEW BRIGHTON, MINNESOTA 55112 BASIS FOR BEARINGS:
<br />651-631-0351 HENNEPIN COUNTY
<br />FAX 651-631-8805 COORDINATE SYSTEM
<br />(NAD 83,1996)
<br />email:
<br />www.kempersurveys.com BASIS FOR ELEVATION:
<br />www.kempersurveys.com
<br />com 2605 KELLY AVENUE
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />STATION "ELWELL"
<br />5 (NGVD 29)L0T 5, BLOCK 5, LANGDON PARK (VIA REAL TIME
<br />GPS
<br />MEASUREMENTS UTILIZING
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA VRS NETWORK)
<br />(MAY 2, 2014 UPDATE) CONTOUR INTERVAL=1 FOOT
<br />SECTION 20, T117N, R23W
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<br />• < `•, ` - NORTHEAST SIDE OF PROPOSED RESIDENCE
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<br />• 2605 KELLY AVENUE 931 CONTOUR IN 1993
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<br />\` NOTE: ADJ CENT SHED/ POGP� RS WILLOW O`v / 932 SSMH
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<br />S U P 934 %� 9" W 1/2" IRON PIPE FOUND
<br />( a / O O �' ES IN 1993 SURVEY BY \
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<br />SOUTHWEST SIDE OF PROPOSED RESIDENCE ;\o e : :: s✓ / ADJACENT PROPERTY 3.1 FEET
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<br />(SEE HOUSE PLANS BY SWAN ARCHITECTURE) / �'''��•'•'•;;•.,';%
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<br />THE RESIDEC BI ILdIN
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<br />THE IMME I T ADJ�4C NT ° � ••.•.•,F.'ROPO ;qD,' 961
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<br />LAKESHO E 0 POINT RETAINI : / '' G NOTE: TIE TO
<br />'\ 9�S JP EXIST1NG DRIVEWAY
<br />ON LINE ;,';,'•;k_'' �� 1 P / LEGAL DESCRIPTION
<br />1 '1 ' 28/ ge0 PROPOSED 96 ::.:,: '`, . ?S s 957 / STEWART TITLE GUARANTY COMPANY
<br />s O ibRl>{EwAY ��oOF p,fyry•''o 4092
<br />COMMITMENT NO 40
<br />t EV 96 `L° �6 :. 95 953
<br />s t.3ti A 9s� ....: :.?SS..OR :.;': ` SET oIN DATED MAY 14, 2013
<br />LE ��Oq ti,•, �g� 00 L 1 N LI E/ Lot 5, Block 5, Townsite of Langdon Park,
<br />Hennepin County, Minnesota, including
<br />0 F A O PROPOSED �' \
<br />I
<br />:' •S g5
<br />S0 OOg 6 O py01��s' j y6h LOWER GARAGE .^h0 ? °' adjoining vacated 34 feet of Kelly Avenue.
<br />NOTE: PROPOSE BUILD G CO NER R NN IP/
<br />\ L
<br />? F NO TH TERL
<br />FLOOR ELEV.= 0
<br />IS 5.7 FEET EAS RLY 0 LINE \ � i ?, �O-953.0R O • LINE OF L T 6
<br />CONNECTIN THE OST LA EWARRQ 8.SS PROPOSED
<br />PROTRUSIO OFT REST ENCS \ > ;" ?� �s O
<br />tO O 'UPPER O
<br />BUILLA GS 0 THE I EDTA LY 0 GARAGE
<br />/ o' PIN °' o,`° ,�° O .. PROPOSED h FLOOR ELEV.= `L� �• SE POI T NOTE: CONDITIONAL USE PERMIT DOCUMENT
<br />ADJACENT SHORE LOTS FIRST FLOOR j ° i
<br />\ � E S `� x i N ±SINE N0. 6400056 (CITY OF ORONO RESOLUTION
<br />�O ELEV.=964.20 00 �� 962.56 ,, NOTE: A L WALLS OVER 4 FEET NO. 3517) PERMITTED THE EXCAVATION AND
<br />PIN
<br />S�' 96 �. IGH WILL B DESIGNED BY CREATION OF A TYPE 3 WETLAND INVOLVING
<br />00 2, PROPOSED RESIDEf��E / / R ISTE ED PROFESSIONAL THE MOVEMENT OF APPROXIMATELY 600
<br />a 8
<br />.. `SO P N E IS NG GA GE NGIN ER. EE PLANS FOR SUCH CUBIC YARDS OF FILL WITHIN THE STREET
<br />\ \ • N W �S Y' �lF� �S O 0° 2605 KELLY AVE, e / I (T Bk R 0 D) LLS IN A SEPARATE DOCUMENT YARD OF THE LAKESHORE PROPERTY
<br />\ N 0 L`OT �q�F� 6 �S PROPOSED ' �O
<br />00 BASEMENT NOTE: CONDITIONAL USE PERMIT DOCUMENT
<br />FLOOR ELEV.= a 15" AS
<br />NO. 6467024 (CITY OF ORONO RESOLUTION
<br />0A / ! NO. 3455) GRANTS USE AND VARIANCE FOR
<br />P 18\MA L � �s F 11 - ��5 k ' THE EXISTING GUEST HOUSE APARTMENT
<br />/ �s �o ,' 12" ELM ABOVE THE DETACHED GARAGE TO BE
<br />\ A E 1 E " O SILO 3 •, �' 00 / \' 6\ P GRANTS AN ASERVED BY REA VARIANCE OF AND WATER AND
<br />\DU T A'I ��, "� / 0�%5 11,412 SQ, FT. OR ACRES
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<br />_ - rn J TOP 967
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<br />9" EL\ IP A
<br />L \ i BOTTOM 963.5 PROPOSED ' LOT 5 = ±74,302 SQ. FT. OR -_1.71 ACRES
<br />12" ELM RETAIN NG I VOLUME SUMMARY (TO ORDINARY HIGH WATER LEVEL)
<br />\ 9TE S l WALL I
<br />�o se
<br />V PIN
<br />SEE SHEET 3 j� ago m \ 6 0 K d L OAK y �� ' CALCULATED CUT VOLUME BETWEEN PROPOSED AND PROPOSED HOUSE/GARAGE/SCREEN PORCH
<br />FOR DETAILSs s9� AK �, �P��� ' ORIGINAL SURFACES = 2,713 CUBIC YARDS FOOTPRINT = 4,267 SQ. FT.
<br />o BOU ER `S U TE L +'�J��or CALCULATED FILL VOLUME BETWEEN PROPOSED AND PROPOSED COVERED PORCH & STOOP = 274 SQ. FT.
<br />tto Z
<br />NOTE: PROVIDE SILT SOCKS FOR ` o RETA ING u E F`L T 5 d7��y ORIGINAL SURFACES = 155 CUBIC YARDS PROPOSED SIDE TERRACE = 136 SQ. FT.
<br />EROSION CONTROL AND STORMWATER PROPS D WALL ' ON LI S T , > � ���P
<br />GRANT VALV I '3 0� PROPOSED LAKESIDE TERRACE = 1,320 SQ. FT.
<br />POLLUTION PREVENTION BELOW AREA URVEY CALCULATED CUT VOLUME FOR PROPOSED BOAT
<br />OF PROPOSED DISTURBANCE STEPS PROPOSED DINE \ i / �° HOUSE STEPS & WALL FROM ORIGINAL SURFACE = PROPOSED DRIVEWAYS = 5,152 SQ. FT,
<br />3'-11" ��
<br />BLOCK cv
<br />1 RETAINING I o 3 CUBIC YARDS PROPOSED CONCRETE PAD = 61 SQ. FT.
<br />WALLS \
<br />° I /
<br />POCK 2013 , 930.35 \ { / 24" APLE PROPOSED GUESTHOUSE STOOP = 96 SQ. FT.
<br />N� , r . CALCULATED FILL VOLUME FOR PROPOSED BOAT
<br />>z� HOUSE STEPS & WALL FROM ORIGINAL SURFACE = PROPOSED GUESTHOUSE STEPS = 68 SQ. FT.
<br />\ I
<br />-P TOP 936'4 'w o o K P°�� 15 CUBIC YARDS EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT.
<br />932.5 1
<br />xs3o.BOTTOM
<br />SHORELINE \ BALANCE OF 2,546 CUBIC YARDS TO BE REMOVED EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT.
<br />°
<br />(07/10/2013) Ida -YEAR FLOOD 1 2.5 / FROM SITE VIA COUNTY ROAD 19 (SHADYWOOD PORTION OF EXISTING TREE HOUSE BEYOND 75' OF
<br />ELEVATION 931.5 I / ROAD, MANITOU ROAD, OAK STREET) TO STATE ORDINARY HIGH WATER LEVEL = 33 SQ. FT.
<br />W-2/
<br />HIGHWAY 7
<br />(WINTER WETLAND BOUNDARY T P INT EXISTING BOAT HOUSE = 106 SQ. FT.IN � --- _ -\ "' O �s
<br />AT ORDINARY HIGH WATER 930.26X O
<br />LEVEL) REPLAE LOOSE LI CON CTI THE MO T
<br />EXISTING BOAT HOUSE CONC. STEPS = 40 SQ. FT. GRAVE WITH ' LAK ARD 0 USION� S 0
<br />SUB-GtAEXISTING BOULDER RETAINING WALL WITHIN 75' OF
<br />DE co E R SID N E B ILDINGS ORDINARY HIGH WATER LEVEL = 113 SQ. FT.
<br />% STABILI- 'N ' IM DIA Y A JA NT
<br />WATER ELEV.= t "GEOBL.K" LAK 0 LO
<br />929.9 (NGVD 29) 1 (±450 S , FT.) E ZONING REQUIREMENTS PORTION OF EXISTING TREE HOUSE WITHIN 75' OF
<br />(07/10/2013) I ZONED LR -1B - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT ORDINARY HIGH WATER LEVEL = 255 SQ. FT.
<br />xs3o.za 9" A H
<br />% ' ° \\\ SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT PROPOSED GRANITE STEPS NEXT TO BOAT
<br />ORDINARY HIGH SE I T SUBJECT TO SHORELAND MANAGEMENT HOUSE _
<br />WATER LEVEL �A3 0 / SUBJECT TO FLOODPLAIN MANAGEMENT 36 SQ. FT.
<br />I (929.4 NGVD 29) / SUBJECT TO WETLANDS PROTECTION
<br />N E: TR ROACHES PROPOSED BLOCK RETAINING WALLS ABOVE
<br />LAKE MINNETONKA X930.38
<br />�� \, � OV PROP Y -FOOT MINIMUM LOT AREA - 1 ACRE (LR -16) 100 -YEAR FLOOD LINE (WITHIN 75' OF
<br />9" AS
<br />CARMAN BAY X MINIMUM LOT WIDTH - 140 FEET (LR -1B) ORDINARY HIGH WATER LEVEL = 180 SQ. FT.
<br />7
<br />\ \X930.13 MAXIMUM LOT COVERAGE - 15% BY STRUCTURES TOTAL IMPERVIOUS SURFACE COVERAGE _
<br />/ BOULDER ° j' %` MAXIMUM HARDCOVER - 25% (TIER 1) 15,171 SQ. FT. (20.4% OF LOT AREA TO
<br />/ ORDINARY HIGH WATER LEVEL)
<br />ORDINARY HIGH WATER LEVEL=929.4 RIP -RAP
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET
<br />/
<br />`
<br />HIGHEST RECORDED ELEV.=930.52 (09/07/2002) 930 SET POINT
<br />NOTE: SEE HARDCOVER
<br />/ xszsss ON LINE / / \ BUILDING SETBACKS: ATTACHED
<br />LOWEST RECORDED ELEV.=921.78 (12/16/1937) I f i /I \ FLOOR ELEVATION SUMMARY FRONT - 35 FEET (WHERE THE AVERAGE DEPTH OF AT CALCULATION WORKSHEETS
<br />/ I LEAST TWO EXISTING FRONT YARDS FOR
<br />(NGVD 29 ELEVATIONS AS PER MINNESOTA
<br />PROPOSED FIRST FLOOR = 964.20 BUILDINGS WITHIN 150 FEET OF THE LOT IN
<br />DEPARTMENT OF NATURAL RESOURCES / QUESTION AND WITHIN THE SAME BLOCK FRONT NOTE: "RETAINING WALLS" ARE EXCLUDED
<br />LAKE FINDER' WEBSITE) ! �' PROPOSED BASEMENT FLOOR = 953.06 IS LESS OR GREATER THAN THE MINIMUM FRONT FROM HARDCOVER CALCULATIONS
<br />YARD DEPTH REQUIRED FOR THE DISTRICT, THE
<br />/ 0) (AS PER CITY OF ORONO STORMWATER
<br />PROPOSED UPPER GARAGE FLOOR = 962.54 REQUIRED FRONT YARD SHALL NOT BE LESS QUALITY OVERLAY DISTRICT REGULATIONS)
<br />60" WILLOW THAN THE AVERAGE DEPTH OF SUCH EXISTING
<br />PROPOSED LOWER GARAGE FLOOR 953,00
<br />/ = FRONT YARDS; HOWEVER, THE DEPTH OF A
<br />100 -YEAR FLOOD ELEV.= FRONT YARD SHALL NOT BE LESS THAN 10 FEET
<br />931 (NGVD 29) / / / i NOR BE REQUIRED TO EXCEED 50 FEET) NOTE: SEE SHEET 2 FOR EXISTING
<br />(AS PER FEMA MAP) / j / FOLLOWING PROVIDED BY ARCHITECT: STRUCTURE AND IMPROVEMENTS,
<br />X9,30.19/ SIDE - 10 FEET AND HARDCOVER TOTALS
<br />LAKESIDE TOP OF FOUNDATION ELEVATION -
<br />AO j / OHW - 75 FEET (NO PRINCIPAL OR ACCESSORY STRUCTURE
<br />/
<br />00' / ' 21/ BELOW TOP OF FIRST FLOOR SUBFLOOR - SHALL BE LOCATED CLOSER TO THE LAKESHORE
<br />964.2'-21/"=964.0' THAN THE AVERAGE DISTANCE FROM THE
<br />SHORELINE OF EXISTING RESIDENCE BUILDINGS
<br />/ SIDES AND FRONT OF HOUSE — TOP OF ON ADJACENT LOTS. THE AVERAGE LAKESHORE LEGEND
<br />/ / FOUNDATION —USING TOP CHORD BEARING SETBACK LINE SHALL BE A STRAIGHT LINE
<br />/ ' —(USING CONNECTING THE MOST LAKEWARD PROTRUSIONS —960— EXISTING CONTOUR LINE
<br />I FLOOR TRUSSES) 5/4 BELOW TOP OF FIRST OF THE RESIDENCE BUILDINGS ON THE
<br />/
<br />FLOOR SUBFLOOR. 964.2'-51/4"=963.76' IMMEDIATELY ADJACENT LAKESHORE LOTS) X956.19 EXISTING SPOT ELEVATION
<br />1/2" IRON PIPE FOUND IN 1993 / ACCESSORY BUILDINGS: PP 0 POWER POLE
<br />NO ACCESSORY BUILDING SHALL EXCEED THE HEIGHT OF
<br />SURVEY BY KEMPER & ASSOCIATES, INC. THE PRINCIPAL BUILDING, NOR SHALL AN ACCESSORY LP 0 LAMP POST
<br />(OVERGROWN BY TREE ROOTS IN 2013) BUILDING EXCEED 30 FEET IN HEIGHT FH O, FIRE HYDRANT
<br />/ NO ACCESSORY BUILDING SHALL EXCEED 1,000 SQ. FT. OF
<br />FOOTPRINT AREA WV G WATER VALVE
<br />SET POINT ACCESSORY STRUCTURES IN EXCESS OF 750 SQ. FT.
<br />/ ON LINE FLOODPLAIN NOTE: FOOTPRINT AREA BUT NOT EXCEEDING 1,000 SQ. FT. EM E❑ ELECTRIC METER
<br />SUBJECT PROPERTY LIES WITHIN FLOOD ZONES --" X" FOOTPRINT AREA SHALL BE LOCATED AT LEAST 15 FEET
<br />/
<br />/ (AREAS DETERMINED TO BE OUTSIDE THE 0.2% FROM ANY LOT LINE GM© GAS METER
<br />ANNUAL CHANCE FLOODPLAIN) AND "AE" NO ACCESSORY BUILDING OR STRUCTURE, UNLESS AN
<br />AC AIR CONDITIONER
<br />INTEGRAL PART OF THE PRINCIPAL BUILDING, SHALL BE
<br />(SPECIAL FLOOD HAZARD AREAS SUBJECT TO
<br />INUNDATION BY THE 1% ERECTED, ALTERED OR MOVED WITHIN 10 FEET N THE
<br />ANNUAL CHANCE FLOOD; PRINCIPAL BUILDING, NOR WITHIN 10 FEET OF ANY OTHER MB � MAIL i10X
<br />/ BASE FLOOD ELEVATIONS DETERMINED) ACCESSORY STRUCTURE 3E CHAIN LINK FENCE
<br />ACCORDING TO THE FEDERAL EMERGENCY "MANAGE 3" WETLANDS PROTECTION —f�— WOOD FENCE
<br />MANAGEMENT AGENCY FLOOD INSURANCE RATE WIDTH OF BUFFER AREA FROM WETLAND BOUNDARY -
<br />SET POINT MAP COMMUNITY PANEL NUMBER 27053C-0311 E, 16,5 FEET — OH — OVERHEAD UTILITY LINES
<br />ON LINE DATED SEPTEMBER 2, 2004, HENNEPIN COUNTY, ALL BUILDINGS (PRINCIPAL AND ACCESSORY), MUST BE
<br />MINNESOTA (THE BASE FLOOD ELEVATION SHOWN SETBACK AT LEAST 20 FEET FROM THE UPSLOPE EDGE — SS — SANITARY SEWER
<br />FOR LAKE MINNETONKA IS 931 NGVD 29) OF THE WETLAND BUFFER — W — WATER MAIN/SERVICE
<br />(AS PER CITY OF ORONO ZONING CODE) — G — GAS MAIN/SERVICE
<br />— UT — UNDERGROUND TELEPHONE LINES
<br />NOTE: SUBJECT PROPERTY LIES DENOTES DIMENSION
<br />WITHIN A TIER 1 DISTRICT (M) MEASURED DURING THE
<br />AS SHOWN ON THE CITY OF COURSE OF THIS SURVEY
<br />ORONO STORMWATER QUALITY DENOTES RECORD
<br />OVERLAY DISTRICT MAP (R) DIMENSION AS PER PLAT
<br />OF LANGDON PARK
<br />DENOTES SURVEY
<br />• MONUMENT MARKED
<br />} "KEMPER 18407"
<br />960 PROPOSED CONTOUR LINE
<br />DENOTES DIRECTION OF
<br />IIIAW.. �_ PROPOSED DRAINAGE
<br />I,
<br />a ` ' SEE WETLAND DELINEATION REPORT
<br />PREPARED FOR: BY; PROPOSED SILT FENCE
<br />_ WAYNE JACOBSON, PSS, WDC, PWS, AFS 13 DENOTES OFFSET STAKE
<br />e ARCHITECT: JACOBSON ENVIRONMENTAL, PLLC
<br />ANDREA PESCHEL SWAN, AIA 5821 HUMBOLDT AVENUE NORTH _ TREE TO BE REMOVED
<br />SWAN ARCHITECTURE BROOKLYN CENTER, MN 55430
<br />1
<br />612-802-6619PROPOSED BITUMINOUS
<br />INTERNATIONAL MARKET SQUARE 66®msn
<br />obsone oom
<br />-. AND/OR PAVER DRIVEWAY
<br />>= -' 275 MARKET STREET, SUITE 438
<br />MINNEAPOLIS, MINNESOTA 55405 EXISTING BITUMINOUS
<br />` DRIVEWAY TO REMAIN
<br />612-743-9650
<br />1-1UP ® WETLAND SAMPLE POINT
<br />LANDSCAPE DESIGN:
<br />KEN BECHLER & ELIZABETH SEDGWICK OUTLINE OF EXISTING
<br />LI HOUSE TO BE REMOVED
<br />BECHLER LANDSCAPE, INC.
<br />952-933-9944
<br />VIEW OF LAKE MINNETONKA FROM 2605 KELLY AVENUE GUEST HOUSE AT 2605 KELLY AVENUE CELL 612-308-7870 CERTIFICATION
<br />I HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />BUILDER: OR REPORT WAS PREPARED BY ME OR
<br />GARY KRAEMER AT
<br />- I PROF_ ' �, , - 11 AM A DULNDER MY YIRLICENSEDECT EPROFESSIC)NARVISION AND L LAND
<br />NOTE: PROPOSED DRIVEWAYS, KRAEMER & SONS, INC. ssl r �� -
<br />Lf',; •, R _ SURVEYOR UNDER THELAWS OF/THE STATE
<br />RETAINING WALLS AND GRADING 4906 LINCOLN DRIVE _ vv F•YvR ` —_ OF MINNESOTA.
<br />SHAMS HEREON PER PLAN BY EDINA, MINNESOTA 55436
<br />TRAVIS VAN LIERE, PLA - %S. 18407
<br />(612-760-0494) 952-935-9100 �j:- ..
<br />FAX 952-935-9184
<br />CERTIFlu"ATE OF SURVE
<br />r��
<br />/oo Q
<br />� �\4 is e° MARK D. KEMPER, PLS 184%07
<br />13126 (13126AR7.DWG) D.B. TODD HOLEN ADDED WETLAND BUFFER STAKES 05/30/2014 SHEET 1 0 F 3 j r f 1 F ' ' ' 1 , S DATED THIS DAY ON 2014
<br />KEMPER & ASSOCIATES, INC.
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