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ORONO COPY <br />2W5 1W�y nv� <br />Wl4 - 0U.+z <br />New RftP--, <br />KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF �.._.._ <br />PROFESSIONAL LAND SURVEYORS g 0 15 30 1 INCH EQUALS 30 FEET <br />LL I <br />OAK 111 C E <br />721 OLD HIGHWAY 8 N.W. [L <br />(7 <br />NEW BRIGHTON, MINNESOTA 55112 BASIS FOR BEARINGS: <br />Z_ HENNEPIN <br />[2c <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 <br />y� <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 <br />¢z <br />..i \ MEASUREMENTS UTILIZING <br />--+ Q <br />MINNESOTA DEPARTMENT <br />OF <br />Cr � <br />CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA '�•�► �_ 0' 0 a VRS NETWORK)ATION <br />¢a <br />a CONTOUR INTERVAL=1 FOOT <br />a. o <br />SECTION 20, T117N, R23W� <br />•-- a <br />City of Orono <br />Planning & Zoning Plan R <br />f x, <br />i Si Plan Review Date: EDGE OF <br />BITUMINOUS <br />8 <br />` <br />PPROVED \ <br />R �k <br />© PROVED WITH REVISIONS (sea nobs) <br />D DENIED <br />FOUND5/8 PP <br />IRON <br />c Z <br />1 �Y 3 <br />INVERT= <br />M 25.7 <br />8" VCP <br />£'_ y 931 CONTOUR IN 1993 SURVEY SANITARY <br />BY [�1- 5 <br />KEMPER &ASSOCIATES INC. SEWER <br />p��j <br />, a <�� ,. ,•, �': �.:. �` >,,, .�� *.f.,�• ~�- ���h, r �� ,. (UNDER WATER IN 2013 SURVEY) 1-4 (0.52%) <br />X6'6 <br />G93O <br />o SS 8" CI P <br />WATER <br />AIN <br />Qr <br /><G <br />u 15" CMP <br />SIDE OF PROPOSED R <br />NORTHEASTRESIDENCE _ V 929.20 <br />/�IN <br />(EE HOUSE 2605 KELLY AVENUE / 931. (NGVD 29) - URN <br />ffi S PLANS BY SWAN ARCHITECTURE) {07/1( 2013) <br />/ <br />TYPE 3 \ 1-1 WET i{� 1r1uP y� QO t' <br />1" STEEL <br />/ W_1 <� <br />3 9 WETLAND � %m GAS MAIN <br />IN <br />3 2 \SS <br /><� 60 WETLAND DELINEATED BY WAYNE 1-19 <br />�1- JACOBSON (PSS #30611, PWS S? o <br />0 A L o #1000, WDC 01019, AFS #A-171), <br />MENTAL PI 8 <br />L' E <br />0JANUARYJACOBSON25N 20RON <br />0M <br />VICINITY MAP <br />Ss N <br />(NO SCALE) 1-10 AL 1 7. ti , tiL:.c : LO <br />16.5' TLAND 0, N W <br />S UFFER / 1-11 I 2q M <br />/ w <br />a <br />(CONDITIONAL USE PERMIT 1_ rn z z <br />// Al I T A L 1 9 DOC. NO. 6400056) �h� // / S PP <br />z z <br />(CO IT10 L E P MIT 1-12 g� RS• - <br />DOC. 0. 67 4) / �PG�PGcv I RO 12"&15" / / 9 �Oa <br />Qo P� R WILLOW 1-2WET / `�' <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„ �� <br />/ <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 <br />J` a <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� <br />Wl4 - 0U.+z <br />New RftP--, <br />