ORONO COPY
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<br />KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF �.._.._
<br />PROFESSIONAL LAND SURVEYORS g 0 15 30 1 INCH EQUALS 30 FEET
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<br />OAK 111 C E
<br />721 OLD HIGHWAY 8 N.W. [L
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<br />NEW BRIGHTON, MINNESOTA 55112 BASIS FOR BEARINGS:
<br />Z_ HENNEPIN
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<br />651-631-0351' COUNTY
<br />COORDINATE SYSTEM
<br />FAX 651-631-8805 C3 b (NAD 83, 1996)
<br />email: kePper@prY ns.net 26®5 KELLY
<br />ersurve s.com�'-,�, (*� BASIS FOR ELEVATION:
<br />AVENUE
<br />>www.kem
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
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<br />"ELWELL"
<br />\ STATION
<br />= ELEV.=980.175 (NGVD 29)
<br />LOT 5, BLOCK 5, LAN G D O N PARK 3:W (VIA REAL TIME GPS
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<br />MINNESOTA DEPARTMENT
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<br />CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA '�•�► �_ 0' 0 a VRS NETWORK)ATION
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<br />SECTION 20, T117N, R23W�
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<br />£'_ y 931 CONTOUR IN 1993 SURVEY SANITARY
<br />BY [�1- 5
<br />KEMPER &ASSOCIATES INC. SEWER
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<br />, a <�� ,. ,•, �': �.:. �` >,,, .�� *.f.,�• ~�- ���h, r �� ,. (UNDER WATER IN 2013 SURVEY) 1-4 (0.52%)
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<br />(EE HOUSE 2605 KELLY AVENUE / 931. (NGVD 29) - URN
<br />ffi S PLANS BY SWAN ARCHITECTURE) {07/1( 2013)
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<br />TYPE 3 \ 1-1 WET i{� 1r1uP y� QO t'
<br />1" STEEL
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<br />3 9 WETLAND � %m GAS MAIN
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<br /><� 60 WETLAND DELINEATED BY WAYNE 1-19
<br />�1- JACOBSON (PSS #30611, PWS S? o
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<br />0JANUARYJACOBSON25N 20RON
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<br />VICINITY MAP
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<br />(CONDITIONAL USE PERMIT 1_ rn z z
<br />// Al I T A L 1 9 DOC. NO. 6400056) �h� // / S PP
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<br />DOC. 0. 67 4) / �PG�PGcv I RO 12"&15" / / 9 �Oa
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<br />NOTE: ADJ CEN SH G S / 932 F� SSMH
<br />OVERHANG A 2 1 13 /
<br />ROPERTY LIN A 2 3 1-15 3
<br />U -2UP �1 1� i 934 g,. W 1/2" IRON PIPE FOUND 9
<br />IN 1993 SURVEY BY
<br />\
<br />KEMPER & ASSOCIATES
<br />Y r t,S t y1 J F D o (UNDER WATER AT THE
<br />1ep P /
<br />53. y 15" TE
<br />6• TIME OF 2013 SURVEY) \
<br />6`oORO y0?�G- FL ARE E g„ ��
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<br />\ 8j GJ FP 5� O G° . ... WHITE
<br />3� DEA FOUND 1" IRON PIPE
<br />' �G <<S��ti' • W PINE IN 1993 SURVEY BY
<br />60.22KEMPER &ASSOCIATES
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<br />S
<br />STEPS S CE
<br />, MAP
<br />SET POINT
<br />LINE SLOPE 9 5�
<br />NOTE: LAMP POST ENCROACHES ONTO
<br />SOUTHWEST SIDE OF PROPOSED RESIDENCE ADJACENT PROPERTY 3.1 FEET
<br />2605 KELLY AVENUE
<br />(SEE HOUSE PLANS BY SWAN ARCHITECTURE) o`er°�r
<br />X695 LINE CONNECTING E O T / R.: Ism
<br />LAKE WARD PR S N 0 960
<br />a
<br />THE RESIDE C B IL INS N / �0 30"' N LE rn 0
<br />°'
<br />THE IMME I D C NT o PROPOSED:
<br />LAKESHO E 0 / POINT BOULfl. R WALLS: 24o M P
<br />/ ON LINE
<br />TOP 57 QQ� P
<br />yiP 65 9 TE. Tl TO
<br />0L rly ' 24" ELM PROPQSEI) �96t ? 5 s`�S . EX Tl D AY
<br />0 o DRIVEWAY o'i' ::. A 9s LEGAL DESCRIPTION
<br />SET 01 STEWART TITLE GUARANTY COMPANY
<br />LI E/ s COMMITMENT NO. 404092
<br />DATED MAY 14, 2013
<br />F
<br />\ NOTE: PROPOSE BUILD G CO NER IR N IP 6' O c�ys f; �6 L ARAGE �h 9>2° Lot 5, Block 5, Townsite of Langdon Park,
<br />TTR6
<br />IS 5.7 FEET EAS RLY 0 LINE �'opfisFO FL OR ELEV= 6 \ ? O G LINE OF LTH
<br />P Y g
<br />953.0 O / Hennepin Count Minnesota, including
<br />\ CONNECTI THE OST LA EWAR 8 9 S
<br />e S adjoining vacated 34 feet of Kell Avenue.
<br />PROTRUSIO OF REST ENCE 15" eEgAR ??4.95 3 �O PROP - / j g Y
<br />^4
<br />%
<br />BUILDI GS 0 THE I EDTA LY rn O o PPER GARAGE h° s
<br />ADJACE T LA SHO LOTS IN O / PP)SED h FLOOR ELEV.= =SE P01 T
<br />E, FIRST FLOOR �s h°
<br />N INE
<br />� o ELEV=964.20 'O ,,6' 96254 NO A L WALL OVER 4 FEET
<br />2 " P O - 96 IN IGH WILL B DESIGNED BY
<br />\ A?O O
<br />9" �L'
<br />? PROPOSED RESI[�ti E P 's R IS TE ED PROFESSIONAL NOTE: CONDITIONAL USE PERMIT DOCUMENT
<br />� � A / NO. 6400056 (CITY OF ORONO RESOLUTION
<br />��' Q' `SO NGIN ER. E PLANS FOR SUCH
<br />4 S S N
<br />x5 • co EIS G A GE No. 3517) PERMITTED THE EXCAVATION AND
<br />\ �( F 03, u'o ° o° 2605 KELLY AVE\ � LLS IN A SEPARATE DOCUMENT
<br />PROPOSED i o (T B R 0 D) CREATION OF A TYPE 3 WETLAND INVOLVING
<br />BASEMENT : Fi.4P THE MOVEMENT OF APPROXIMATELY 600
<br />�h
<br />9 GR T O 15 AS CUBIC YARDS OF FILL WITHIN THE STREET
<br />\ v FLOOR ELEV.=
<br />YARD OF THE LAKESHORE PROPERTY
<br />953.0' 06
<br />v, ED 6� f PROP E
<br />\
<br />12" ELM NOTE: CONDITIONAL USE PERMIT DOCUMENT
<br />RETAIN NO. 5467024 (CITY OF ORONO RESOLUTION
<br />NO. 3455) GRANTS USE AND VARIANCE FOR
<br />A E 0 s rn� �6 ° 76 �gP THE EXISTING GUEST HOUSE APARTMENT
<br />\ DU T 1" AK ` o�• fl6 ,) �SSO°h� TE POINT / 1 ��G� ABOVE THE DETACHED GARAGE TO BE
<br />/ SERVED BY SEWER AND WATER AND
<br />ON LINE
<br />27" LM O pc P GRANTS AN AREA VARIANCE OF
<br />9rn °O /
<br />° a3 i �� O'1 ��S 11,412 SQ. FT. OR .32 ACRES
<br />A O P 0 0 9 EXISTI HOUSE �.
<br />\ \
<br />10 s 16 6 C ryy. 6g (TO BE' EMOVED)/ P
<br />�9 ) 9' � � ,,, rn � TOP 967 /
<br />9„ EL s� BOTTOM 963.5
<br />p X > 4" 0 /
<br />o 9 1 ,Cs 12" ELM ^� l
<br />o.az
<br />I
<br />P IN
<br />0 NE 18" OAK
<br />6' 0 ��� VOLUME SUMMARY
<br />28.6 \ nye
<br />10 K
<br />10 AS �� s u L 6 -' ,'�jc,� CALCULATED CUT VOLUME BETWEEN PROPOSED AND
<br />wo� 14HON RFU ER LIE F L T 5 .4����� ORIGINAL SURFACES = 2673 CUBIC YARDS AREA SUMMARY (PROPOSED RESIDENCE)
<br />SE PdINT I _ \6, WALL S T 11 , �� q��P LOT 5 = ±74,302 SQ. FT. OR ±1.71 ACRES
<br />ONTSURVEY ON LI �3 °`r CALCULATED FILL VOLUME BETWEEN PROPOSED AND
<br />(TO ORDINARY HIGH WATER LEVEL)
<br />LINE 12' sP uc s i �° ORIGINAL SURFACES = 163 CUBIC YARDS
<br />9g0 rr,`y� PROPOSED HOUSE/GARAGE/SCREEN PORCH
<br />o LO 0) BALANCE OF 2510 CUBIC YARDS TO BE REMOVED
<br />2053 ' Xs3o.35 \ °0' m /
<br />FOOTPRINT = 4,196 SQ. FT.
<br />DOCK 24" APLE FROM SITE VIA COUNTY ROAD 19 (SHADYWOOD
<br />'N Q /> ��`ti5 ROAD, MANITOU ROAD, OAK STREET) TO STATE PROPOSED COVERED PORCH = 158 SQ. FT.
<br />'
<br />100 -YEAR FLOOD , 3 ? o -,;MI6 HIGHWAY 7
<br />\
<br />ELEV. 931 (NGVD 29) \ 0 K PROPOSED SIDE TERRACE = 144 SQ. FT.
<br />0 Poi%
<br />SHORELINE X930.35 \ -w / PROPOSED LAKESIDE TERRACE = 1,229 SQ. FT.
<br />(07/10/2013)
<br />ik / PROPOSED DRIVEWAY AND WALK = 6,148 SQ. FT.
<br />_ �' / PROPOSED CONCRETE PADS = 48 SQ. FT.
<br />?
<br />I
<br />/ E" ° A T P INT PROPOSED GUESTHOUSE STOOP = 96 SQ. FT.
<br />(WINTER WETLAND BOUNDARY I
<br />s
<br />AT ORDINARY HIGH WATER X930,26 IN o PROPOSED GUESTHOUSE STEPS = 102 SQ. FT.
<br />LEVEL) I LI CON CTI TH MO T
<br />LAK ARD 0 USI S 0
<br />E R SID N E B ILDI GS
<br />N IM DIA Y A JA NT EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT.
<br />WATER
<br />R(NGVD \ 1 LAK o LO EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT.
<br />(
<br />29) E ZONING REQUIREMENTS
<br />(07/10/2013) EXISTING LAKESIDE SCREENED PORCH = 106 SQ. FT.
<br />X930.24 9" ASH ZONED LR -1B - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT
<br />SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT EXISTING SCREENED PORCH CONC. STEPS = 40 SQ. FT.
<br />ORDINARY HIGH ISE I T
<br />SUBJECT TO SHORELAND MANAGEMENT
<br />WATER LEVEL �'' ON / SUBJECT TO FLOODPLAIN MANAGEMENT EXISTING SCREENED PORCH STONE STEPS = 25 SQ. FT.
<br />I
<br />I
<br />LAKE MINNETONKA (929.4 NGVD 29) SUBJECT TO WETLANDS PROTECTION
<br />1 ASH N TR ROACHES EXISTING BOULDER RETAINING WALL WITHIN 75' OF
<br />X930.38 0 PROP -FOOT MINIMUM LOT AREA - 1 ACRE (LR -1B) ORDINARY HIGH WATER LEVEL = 113 SQ. FT.
<br />IASH
<br />/�
<br />CARMAN BAY 9" / MINIMUM LOT WIDTH - 140 FEET (LR -1B) TOTAL IMPERVIOUS SURFACE COVERAGE _
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES 15,439 SQ. FT. (20.8% OF LOT AREA TO
<br />X930.13
<br />/ ORDINARY HIGH WATER LEVEL)
<br />0
<br />BOULDER �O MAXIMUM HARDCOVER - 25% (TIER 1)
<br />1
<br />ORDINARY HIGH WATER LEVEL=929.4 / RIP -RAP
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET NOTE: SEE ATTACHED HARDCOVER
<br />POINT / / CALCULATION WORKSHEETS
<br />HIGHEST RECORDED ELEV.=930.52 (09/07/2002) g30 SETON
<br />/ BUILDING SETBACKS:
<br />LOWEST RECORDED ELEV.=921.78 (12/16/1937) // xs2ss5 / ' / FLOOR ELEVATION SUMMARY FRONT- 35 FEET (WHERE THE AVERAGE DEPTH OF AT
<br />(NGVD 29 ELEVATIONS AS PER MINNESOTA / / LEAST TWO EXISTING FRONT YARDS FOR NOTE: "RETAINING WALLS" ARE EXCLUDED
<br />PROPOSED FIRST FLOOR = 964.20 BUILDINGS WITHIN 150 FEET OF THE LOT IN FROM HARDCOVER CALCULATIONS
<br />DEPARTMENT OF NATURAL RESOURCES QUESTION AND WITHIN THE SAME BLOCK FRONT (AS PER CITY OF ORONO
<br />Dryo�' /
<br />LAKE FINDER" WEBSITE)
<br />PROPOSED BASEMENT FLOOR = 953.06 IS LESS OR GREATER THAN THE MINIMUM FRONT QUALITY OVERLAY STRICTORMWATER
<br />R REGULATIONS)
<br />YARD DEPTH REQUIRED FOR THE DISTRICT, THE
<br />/ oo
<br />/ o PROPOSED UPPER GARAGE FLOOR = 962.54 REQUIRED FRONT YARD SHALL NOT BE LESS
<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 />/
<br />' FRONT YARD SHALL NOT BE LESS THAN 10 FEET NOTE: SEE SHEET 2 FOR EXISTING
<br />100 -YEAR FLOOD ELEV.= / /
<br />29) NOR BE REQUIRED TO EXCEED 50 FEET) STRUCTURE -AND IMPROVEMENTS,
<br />931 (NGVDPER
<br />(AS PER FEMA MAP) / / / FOLLOWING PROVIDED BY ARCHITECT: AND HARDCOVER TOTALS
<br />x930.19 / SIDE - 10 FEET
<br />o LAKESIDE TOP OF FOUNDATION ELEVATION - OHW - 75 FEET (NO PRINCIPAL OR ACCESSORY STRUCTURE
<br />/ 21/4" BELOW TOP OF FIRST FLOOR SUBFLOOR - SHALL BE LOCATED CLOSER TO THE LAKESHORE
<br />o°' / 964.2'-21Y"=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 />( CONNECTING THE MOST LAKEWARD PROTRUSIONS
<br />FLOOR TRUSSES) 51/4" BELOW TOP OF FIRST THE -960- EXISTING CONTOUR LINE
<br />OF THE RESIDENCE BUILDINGS ON
<br />FLOOR SUBFLOOR. 964.2'-51/"=963.76' IMMEDIATELY ADJACENT LAKESHORE LOTS) X956.19 EXISTING SPOT ELEVATION
<br />ACCESSORY BUILDINGS: PP POWER POLE
<br />1/2" IRON PIPE FOUND IN 1993 ACCESSORY BUILDING SHALL EXCEED THE HEIGHT OF
<br />/ SURVEY BY KEMPER & ASSOCIATES, AC. THE
<br />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 � FIRE HYDRANT
<br />/ NO ACCESSORY BUILDING SHALL EXCEED 1,000 SQ. FT. OF
<br />FOOTPRINT AREA WV (& WATER VALVE
<br />SET POINT
<br />/ FLOODPLAIN NOTE: ACCESSORY STRUCTURES IN EXCESS OF 750 SQ. FT.
<br />ON LINE
<br />__-__. __- a,_ _�a•_ _--_l �/ -/ -------- - - --- - FOOTPRINT AREA BUT NOT EXCEEDING 1,000 SQ. FT. EM 0 ELECTRIC METER
<br />"X"
<br />%/ SUBJECT PROPERTY Wi THIN FLOOD ZuIvES - FGO~rt�l,a� rrtriEA s�;,LL BE LOCATED AT LEAST 15 FEET - - --- -
<br />/ (AREAS DETERMINED TO BE OUTSIDE THE 0.2% FROM ANY LOT LINE GM [] GAS METER
<br />CO / ANNUAL CHANCE FLOODPLAIN) AND "AE" NO ACCESSORY BUILDING OR STRUCTURE, UNLESS AN AC
<br />AIR CONDITIONER
<br />INTEGRAL PART OF THE PRINCIPAL BUILDING, SHALL BE
<br />(SPECIAL FLOOD HAZARD AREAS SUBJECT TO
<br />ERECTED, ALTERED OR MOVED WITHIN 10 FEET OF THE MB MAIL BOX
<br />INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; PRINCIPAL BUILDING, NOR WITHIN 10 FEET OF ANY OTHER
<br />BASE FLOOD ELEVATIONS DETERMINED) ACCESSORY STRUCTURE
<br />/ -- X CHAIN LINK FENCE
<br />/ 930.1 / ACCORDING TO THE FEDERAL EMERGENCY "MANAGE 3" WETLANDS PROTECTION WOOD FENCE
<br />/ MANAGEMENT AGENCY FLOOD INSURANCE RATE-
<br />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 - SS - SANITARY SEWER
<br />\ MINNESOTA (THE BASE FLOOD ELEVATION SHOWN SETBACK AT LEAST 20 FEET FROM THE UPSLOPE EDGE
<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 />�Iu r • D
<br />y� KEMPER 18407"
<br />" z,g 960 PROPOSED CONTOUR LINE
<br />DENOTES DIRECTION OF
<br />PROPOSED DRAINAGE
<br />SEE WETLAND DELINEATION REPORT
<br />PREPARED FOR: DATED JANUARY 28, 2014 BY:WAYNE PROPOSED SILT FENCE
<br />ARCHITECT: JACOBSON COBSONPSS, ENVIRONMENTAL, WDC, AFS DENOTES OFFSET STAKE
<br />LC
<br />ANDREA PESCHEL SWAN, AIA 5821 HUMBOLDT AVENUE NORTH 24" MAPLE TREE TO BE REMOVED
<br />SWAN ARCHITECTURE BROOKLYN CENTER, MN 55430
<br />sonenvOm � PROPOSED BITUMINOUS
<br />INTERNATIONAL MARKET SQUARE
<br />jaco
<br />jacobsonenv®msn.com 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 />LANDSCAPE DESIGN: �� tr 1-1UP ® WETLAND SAMPLE POINT
<br />c��t�tlFr�i��E
<br />/`�*� OUTLINE OF EXISTING
<br />KEN & ELIZABETH BECHLER W K4f, r HOUSE TO BE REMOVED
<br />BECHLER LANDSCAPE, INC. ,.�*•.,•,"A��� _
<br />`'{
<br />952-933-9944 +.•`••
<br />VIEW OF LAKE MINNETONKA FROM 2605 KELLY AVENUE GUEST HOUSE AT 2605 KELLY AVENUE CELL 612-308-7870 I l SuRtMo _ CERTIFICATION
<br />BUILDER: OR HEREBYCERTIFY WAS PREPAR GI SURVEY, OR PLAN
<br />DAVID ERQTAS ; UNDER MY DIRECT SUPERVISION AND THAT
<br />"" 1 Y I AM A DULY LICENSED PROFESSION#L LAND
<br />EROTAS BUILDING CORPORATION ."�►
<br />21930 MINNETONKA BOULEVARD ,,..•'`e+,s"� OFR MINNESOTA. THE LAWS OF T}l STATE
<br />EXCELSIOR, MINNESOTA 55331
<br />952-401-4300 tiitt5<Y
<br />FAX 952-401-4330
<br />C"NERTIFlu"ATE OF SURVEY
<br />MARK D. KEMPER, PLS 18407
<br />13126 (13126AR3.DWG) D.B. TODD HOLEN ADDED WETLAND INFORMATION 01/28/2014 SHEET 1 OF 2 DATED THIS 28TH DAY of JANUARY 2014
<br />KEMPER & ASSOCIATES, INC.
<br />2W5 1W�y nv�
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