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HomeMy WebLinkAbout2014 Grading PlanORONO COPY 2W5 1W�y nv� Wl4 - 0U.+z New RftP--, KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF �.._.._ PROFESSIONAL LAND SURVEYORS g 0 15 30 1 INCH EQUALS 30 FEET LL I OAK 111 C E 721 OLD HIGHWAY 8 N.W. [L (7 NEW BRIGHTON, MINNESOTA 55112 BASIS FOR BEARINGS: Z_ HENNEPIN [2c 651-631-0351' COUNTY COORDINATE SYSTEM FAX 651-631-8805 C3 b (NAD 83, 1996) email: kePper@prY ns.net 26®5 KELLY ersurve s.com�'-,�, (*� BASIS FOR ELEVATION: AVENUE >www.kem MINNESOTA DEPARTMENT OF TRANSPORTATION y� "ELWELL" \ STATION = ELEV.=980.175 (NGVD 29) LOT 5, BLOCK 5, LAN G D O N PARK 3:W (VIA REAL TIME GPS ¢z ..i \ MEASUREMENTS UTILIZING --+ Q MINNESOTA DEPARTMENT OF Cr � CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA '�•�► �_ 0' 0 a VRS NETWORK)ATION ¢a a CONTOUR INTERVAL=1 FOOT a. o SECTION 20, T117N, R23W� •-- a City of Orono Planning & Zoning Plan R f x, i Si Plan Review Date: EDGE OF BITUMINOUS 8 ` PPROVED \ R �k © PROVED WITH REVISIONS (sea nobs) D DENIED FOUND5/8 PP IRON c Z 1 �Y 3 INVERT= M 25.7 8" VCP £'_ y 931 CONTOUR IN 1993 SURVEY SANITARY BY [�1- 5 KEMPER &ASSOCIATES INC. SEWER p��j , a <�� ,. ,•, �': �.:. �` >,,, .�� *.f.,�• ~�- ���h, r �� ,. (UNDER WATER IN 2013 SURVEY) 1-4 (0.52%) X6'6 G93O o SS 8" CI P WATER AIN Qr <G u 15" CMP SIDE OF PROPOSED R NORTHEASTRESIDENCE _ V 929.20 /�IN (EE HOUSE 2605 KELLY AVENUE / 931. (NGVD 29) - URN ffi S PLANS BY SWAN ARCHITECTURE) {07/1( 2013) / TYPE 3 \ 1-1 WET i{� 1r1uP y� QO t' 1" STEEL / W_1 <� 3 9 WETLAND � %m GAS MAIN IN 3 2 \SS <� 60 WETLAND DELINEATED BY WAYNE 1-19 �1- JACOBSON (PSS #30611, PWS S? o 0 A L o #1000, WDC 01019, AFS #A-171), MENTAL PI 8 L' E 0JANUARYJACOBSON25N 20RON 0M VICINITY MAP Ss N (NO SCALE) 1-10 AL 1 7. ti , tiL:.c : LO 16.5' TLAND 0, N W S UFFER / 1-11 I 2q M / w a (CONDITIONAL USE PERMIT 1_ rn z z // Al I T A L 1 9 DOC. NO. 6400056) �h� // / S PP z z (CO IT10 L E P MIT 1-12 g� RS• - DOC. 0. 67 4) / �PG�PGcv I RO 12"&15" / / 9 �Oa Qo P� R WILLOW 1-2WET / `�' NOTE: ADJ CEN SH G S / 932 F� SSMH OVERHANG A 2 1 13 / ROPERTY LIN A 2 3 1-15 3 U -2UP �1 1� i 934 g,. W 1/2" IRON PIPE FOUND 9 IN 1993 SURVEY BY \ KEMPER & ASSOCIATES Y r t,S t y1 J F D o (UNDER WATER AT THE 1ep P / 53. y 15" TE 6• TIME OF 2013 SURVEY) \ 6`oORO y0?�G- FL ARE E g„ �� / \ 8j GJ FP 5� O G° . ... WHITE 3� DEA FOUND 1" IRON PIPE ' �G <<S��ti' • W PINE IN 1993 SURVEY BY 60.22KEMPER &ASSOCIATES J` a S STEPS S CE , MAP SET POINT LINE SLOPE 9 5� NOTE: LAMP POST ENCROACHES ONTO SOUTHWEST SIDE OF PROPOSED RESIDENCE ADJACENT PROPERTY 3.1 FEET 2605 KELLY AVENUE (SEE HOUSE PLANS BY SWAN ARCHITECTURE) o`er°�r X695 LINE CONNECTING E O T / R.: Ism LAKE WARD PR S N 0 960 a THE RESIDE C B IL INS N / �0 30"' N LE rn 0 °' THE IMME I D C NT o PROPOSED: LAKESHO E 0 / POINT BOULfl. R WALLS: 24o M P / ON LINE TOP 57 QQ� P yiP 65 9 TE. Tl TO 0L rly ' 24" ELM PROPQSEI) �96t ? 5 s`�S . EX Tl D AY 0 o DRIVEWAY o'i' ::. A 9s LEGAL DESCRIPTION SET 01 STEWART TITLE GUARANTY COMPANY LI E/ s COMMITMENT NO. 404092 DATED MAY 14, 2013 F \ 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, TTR6 IS 5.7 FEET EAS RLY 0 LINE �'opfisFO FL OR ELEV= 6 \ ? O G LINE OF LTH P Y g 953.0 O / Hennepin Count Minnesota, including \ CONNECTI THE OST LA EWAR 8 9 S e S adjoining vacated 34 feet of Kell Avenue. PROTRUSIO OF REST ENCE 15" eEgAR ??4.95 3 �O PROP - / j g Y ^4 % BUILDI GS 0 THE I EDTA LY rn O o PPER GARAGE h° s ADJACE T LA SHO LOTS IN O / PP)SED h FLOOR ELEV.= =SE P01 T E, FIRST FLOOR �s h° N INE � o ELEV=964.20 'O ,,6' 96254 NO A L WALL OVER 4 FEET 2 " P O - 96 IN IGH WILL B DESIGNED BY \ A?O O 9" �L' ? PROPOSED RESI[�ti E P 's R IS TE ED PROFESSIONAL NOTE: CONDITIONAL USE PERMIT DOCUMENT � � A / NO. 6400056 (CITY OF ORONO RESOLUTION ��' Q' `SO NGIN ER. E PLANS FOR SUCH 4 S S N x5 • co EIS G A GE No. 3517) PERMITTED THE EXCAVATION AND \ �( F 03, u'o ° o° 2605 KELLY AVE\ � LLS IN A SEPARATE DOCUMENT PROPOSED i o (T B R 0 D) CREATION OF A TYPE 3 WETLAND INVOLVING BASEMENT : Fi.4P THE MOVEMENT OF APPROXIMATELY 600 �h 9 GR T O 15 AS CUBIC YARDS OF FILL WITHIN THE STREET \ v FLOOR ELEV.= YARD OF THE LAKESHORE PROPERTY 953.0' 06 v, ED 6� f PROP E \ 12" ELM NOTE: CONDITIONAL USE PERMIT DOCUMENT RETAIN NO. 5467024 (CITY OF ORONO RESOLUTION NO. 3455) GRANTS USE AND VARIANCE FOR A E 0 s rn� �6 ° 76 �gP THE EXISTING GUEST HOUSE APARTMENT \ DU T 1" AK ` o�• fl6 ,) �SSO°h� TE POINT / 1 ��G� ABOVE THE DETACHED GARAGE TO BE / SERVED BY SEWER AND WATER AND ON LINE 27" LM O pc P GRANTS AN AREA VARIANCE OF 9rn °O / ° a3 i �� O'1 ��S 11,412 SQ. FT. OR .32 ACRES A O P 0 0 9 EXISTI HOUSE �. \ \ 10 s 16 6 C ryy. 6g (TO BE' EMOVED)/ P �9 ) 9' � � ,,, rn � TOP 967 / 9„ EL s� BOTTOM 963.5 p X > 4" 0 / o 9 1 ,Cs 12" ELM ^� l o.az I P IN 0 NE 18" OAK 6' 0 ��� VOLUME SUMMARY 28.6 \ nye 10 K 10 AS �� s u L 6 -' ,'�jc,� CALCULATED CUT VOLUME BETWEEN PROPOSED AND wo� 14HON RFU ER LIE F L T 5 .4����� ORIGINAL SURFACES = 2673 CUBIC YARDS AREA SUMMARY (PROPOSED RESIDENCE) SE PdINT I _ \6, WALL S T 11 , �� q��P LOT 5 = ±74,302 SQ. FT. OR ±1.71 ACRES ONTSURVEY ON LI �3 °`r CALCULATED FILL VOLUME BETWEEN PROPOSED AND (TO ORDINARY HIGH WATER LEVEL) LINE 12' sP uc s i �° ORIGINAL SURFACES = 163 CUBIC YARDS 9g0 rr,`y� PROPOSED HOUSE/GARAGE/SCREEN PORCH o LO 0) BALANCE OF 2510 CUBIC YARDS TO BE REMOVED 2053 ' Xs3o.35 \ °0' m / FOOTPRINT = 4,196 SQ. FT. DOCK 24" APLE FROM SITE VIA COUNTY ROAD 19 (SHADYWOOD 'N Q /> ��`ti5 ROAD, MANITOU ROAD, OAK STREET) TO STATE PROPOSED COVERED PORCH = 158 SQ. FT. ' 100 -YEAR FLOOD , 3 ? o -,;MI6 HIGHWAY 7 \ ELEV. 931 (NGVD 29) \ 0 K PROPOSED SIDE TERRACE = 144 SQ. FT. 0 Poi% SHORELINE X930.35 \ -w / PROPOSED LAKESIDE TERRACE = 1,229 SQ. FT. (07/10/2013) ik / PROPOSED DRIVEWAY AND WALK = 6,148 SQ. FT. _ �' / PROPOSED CONCRETE PADS = 48 SQ. FT. ? I / E" ° A T P INT PROPOSED GUESTHOUSE STOOP = 96 SQ. FT. (WINTER WETLAND BOUNDARY I s AT ORDINARY HIGH WATER X930,26 IN o PROPOSED GUESTHOUSE STEPS = 102 SQ. FT. LEVEL) I LI CON CTI TH MO T LAK ARD 0 USI S 0 E R SID N E B ILDI GS N IM DIA Y A JA NT EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT. WATER R(NGVD \ 1 LAK o LO EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT. ( 29) E ZONING REQUIREMENTS (07/10/2013) EXISTING LAKESIDE SCREENED PORCH = 106 SQ. FT. X930.24 9" ASH ZONED LR -1B - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT EXISTING SCREENED PORCH CONC. STEPS = 40 SQ. FT. ORDINARY HIGH ISE I T SUBJECT TO SHORELAND MANAGEMENT WATER LEVEL �'' ON / SUBJECT TO FLOODPLAIN MANAGEMENT EXISTING SCREENED PORCH STONE STEPS = 25 SQ. FT. I I LAKE MINNETONKA (929.4 NGVD 29) SUBJECT TO WETLANDS PROTECTION 1 ASH N TR ROACHES EXISTING BOULDER RETAINING WALL WITHIN 75' OF X930.38 0 PROP -FOOT MINIMUM LOT AREA - 1 ACRE (LR -1B) ORDINARY HIGH WATER LEVEL = 113 SQ. FT. IASH /� CARMAN BAY 9" / MINIMUM LOT WIDTH - 140 FEET (LR -1B) TOTAL IMPERVIOUS SURFACE COVERAGE _ MAXIMUM LOT COVERAGE - 15% BY STRUCTURES 15,439 SQ. FT. (20.8% OF LOT AREA TO X930.13 / ORDINARY HIGH WATER LEVEL) 0 BOULDER �O MAXIMUM HARDCOVER - 25% (TIER 1) 1 ORDINARY HIGH WATER LEVEL=929.4 / RIP -RAP MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET NOTE: SEE ATTACHED HARDCOVER POINT / / CALCULATION WORKSHEETS HIGHEST RECORDED ELEV.=930.52 (09/07/2002) g30 SETON / BUILDING SETBACKS: LOWEST RECORDED ELEV.=921.78 (12/16/1937) // xs2ss5 / ' / FLOOR ELEVATION SUMMARY FRONT- 35 FEET (WHERE THE AVERAGE DEPTH OF AT (NGVD 29 ELEVATIONS AS PER MINNESOTA / / LEAST TWO EXISTING FRONT YARDS FOR NOTE: "RETAINING WALLS" ARE EXCLUDED PROPOSED FIRST FLOOR = 964.20 BUILDINGS WITHIN 150 FEET OF THE LOT IN FROM HARDCOVER CALCULATIONS DEPARTMENT OF NATURAL RESOURCES QUESTION AND WITHIN THE SAME BLOCK FRONT (AS PER CITY OF ORONO Dryo�' / LAKE FINDER" WEBSITE) PROPOSED BASEMENT FLOOR = 953.06 IS LESS OR GREATER THAN THE MINIMUM FRONT QUALITY OVERLAY STRICTORMWATER R REGULATIONS) YARD DEPTH REQUIRED FOR THE DISTRICT, THE / oo / o PROPOSED UPPER GARAGE FLOOR = 962.54 REQUIRED FRONT YARD SHALL NOT BE LESS 60" WILLOW ' THAN THE AVERAGE DEPTH OF SUCH EXISTING PROPOSED LOWER GARAGE FLOOR 953.00 = FRONT YARDS; HOWEVER, THE DEPTH OF A / ' FRONT YARD SHALL NOT BE LESS THAN 10 FEET NOTE: SEE SHEET 2 FOR EXISTING 100 -YEAR FLOOD ELEV.= / / 29) NOR BE REQUIRED TO EXCEED 50 FEET) STRUCTURE -AND IMPROVEMENTS, 931 (NGVDPER (AS PER FEMA MAP) / / / FOLLOWING PROVIDED BY ARCHITECT: AND HARDCOVER TOTALS x930.19 / SIDE - 10 FEET o LAKESIDE TOP OF FOUNDATION ELEVATION - OHW - 75 FEET (NO PRINCIPAL OR ACCESSORY STRUCTURE / 21/4" BELOW TOP OF FIRST FLOOR SUBFLOOR - SHALL BE LOCATED CLOSER TO THE LAKESHORE o°' / 964.2'-21Y"=964.0' THAN THE AVERAGE DISTANCE FROM THE SHORELINE OF EXISTING RESIDENCE BUILDINGS SIDES AND FRONT OF HOUSE - TOP OF ON ADJACENT LOTS. THE AVERAGE LAKESHORE LEGEND FOUNDATION - USING TOP CHORD BEARING SETBACK LINE SHALL BE A STRAIGHT LINE ( CONNECTING THE MOST LAKEWARD PROTRUSIONS FLOOR TRUSSES) 51/4" BELOW TOP OF FIRST THE -960- EXISTING CONTOUR LINE OF THE RESIDENCE BUILDINGS ON FLOOR SUBFLOOR. 964.2'-51/"=963.76' IMMEDIATELY ADJACENT LAKESHORE LOTS) X956.19 EXISTING SPOT ELEVATION ACCESSORY BUILDINGS: PP POWER POLE 1/2" IRON PIPE FOUND IN 1993 ACCESSORY BUILDING SHALL EXCEED THE HEIGHT OF / SURVEY BY KEMPER & ASSOCIATES, AC. THE THE PRINCIPAL BUILDING, NOR SHALL AN ACCESSORY LP 0 LAMP POST (OVERGROWN BY TREE ROOTS IN 2013) BUILDING EXCEED 30 FEET IN HEIGHT FH � FIRE HYDRANT / NO ACCESSORY BUILDING SHALL EXCEED 1,000 SQ. FT. OF FOOTPRINT AREA WV (& WATER VALVE SET POINT / FLOODPLAIN NOTE: ACCESSORY STRUCTURES IN EXCESS OF 750 SQ. FT. ON LINE __-__. __- a,_ _�a•_ _--_l �/ -/ -------- - - --- - FOOTPRINT AREA BUT NOT EXCEEDING 1,000 SQ. FT. EM 0 ELECTRIC METER "X" %/ SUBJECT PROPERTY Wi THIN FLOOD ZuIvES - FGO~rt�l,a� rrtriEA s�;,LL BE LOCATED AT LEAST 15 FEET - - --- - / (AREAS DETERMINED TO BE OUTSIDE THE 0.2% FROM ANY LOT LINE GM [] GAS METER CO / ANNUAL CHANCE FLOODPLAIN) AND "AE" NO ACCESSORY BUILDING OR STRUCTURE, UNLESS AN AC AIR CONDITIONER INTEGRAL PART OF THE PRINCIPAL BUILDING, SHALL BE (SPECIAL FLOOD HAZARD AREAS SUBJECT TO ERECTED, ALTERED OR MOVED WITHIN 10 FEET OF THE MB MAIL BOX INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; PRINCIPAL BUILDING, NOR WITHIN 10 FEET OF ANY OTHER BASE FLOOD ELEVATIONS DETERMINED) ACCESSORY STRUCTURE / -- X CHAIN LINK FENCE / 930.1 / ACCORDING TO THE FEDERAL EMERGENCY "MANAGE 3" WETLANDS PROTECTION WOOD FENCE / MANAGEMENT AGENCY FLOOD INSURANCE RATE- WIDTH OF BUFFER AREA FROM WETLAND BOUNDARY - SET POINT MAP COMMUNITY PANEL NUMBER 27053C-0311 E, 16.5 FEET - OH - OVERHEAD UTILITY LINES ON LINE DATED SEPTEMBER 2, 2004, HENNEPIN COUNTY, ALL BUILDINGS (PRINCIPAL AND ACCESSORY), MUST BE - SS - SANITARY SEWER \ MINNESOTA (THE BASE FLOOD ELEVATION SHOWN SETBACK AT LEAST 20 FEET FROM THE UPSLOPE EDGE FOR LAKE MINNETONKA IS 931 NGVD 29) OF THE WETLAND BUFFER - W - WATER MAIN/SERVICE (AS PER CITY OF ORONO ZONING CODE) - G - GAS MAIN/SERVICE - UT - UNDERGROUND TELEPHONE LINES NOTE: SUBJECT PROPERTY LIES DENOTES DIMENSION WITHIN A TIER 1 DISTRICT (M) MEASURED DURING THE AS SHOWN ON THE CITY OF COURSE OF THIS SURVEY ORONO STORMWATER QUALITY DENOTES RECORD OVERLAY DISTRICT MAP (R) DIMENSION AS PER PLAT OF LANGDON PARK DENOTES SURVEY MONUMENT MARKED �Iu r • D y� KEMPER 18407" " z,g 960 PROPOSED CONTOUR LINE DENOTES DIRECTION OF PROPOSED DRAINAGE SEE WETLAND DELINEATION REPORT PREPARED FOR: DATED JANUARY 28, 2014 BY:WAYNE PROPOSED SILT FENCE ARCHITECT: JACOBSON COBSONPSS, ENVIRONMENTAL, WDC, AFS DENOTES OFFSET STAKE LC ANDREA PESCHEL SWAN, AIA 5821 HUMBOLDT AVENUE NORTH 24" MAPLE TREE TO BE REMOVED SWAN ARCHITECTURE BROOKLYN CENTER, MN 55430 sonenvOm � PROPOSED BITUMINOUS INTERNATIONAL MARKET SQUARE jaco jacobsonenv®msn.com AND/OR PAVER DRIVEWAY 275 MARKET STREET, SUITE 438 MINNEAPOLIS, MINNESOTA 55405 EXISTING BITUMINOUS DRIVEWAY TO REMAIN 612-743-9650 LANDSCAPE DESIGN: �� tr 1-1UP ® WETLAND SAMPLE POINT c��t�tlFr�i��E /`�*� OUTLINE OF EXISTING KEN & ELIZABETH BECHLER W K4f, r HOUSE TO BE REMOVED BECHLER LANDSCAPE, INC. ,.�*•.,•,"A��� _ `'{ 952-933-9944 +.•`•• VIEW OF LAKE MINNETONKA FROM 2605 KELLY AVENUE GUEST HOUSE AT 2605 KELLY AVENUE CELL 612-308-7870 I l SuRtMo _ CERTIFICATION BUILDER: OR HEREBYCERTIFY WAS PREPAR GI SURVEY, OR PLAN DAVID ERQTAS ; UNDER MY DIRECT SUPERVISION AND THAT "" 1 Y I AM A DULY LICENSED PROFESSION#L LAND EROTAS BUILDING CORPORATION ."�► 21930 MINNETONKA BOULEVARD ,,..•'`e+,s"� OFR MINNESOTA. THE LAWS OF T}l STATE EXCELSIOR, MINNESOTA 55331 952-401-4300 tiitt5<Y FAX 952-401-4330 C"NERTIFlu"ATE OF SURVEY MARK D. KEMPER, PLS 18407 13126 (13126AR3.DWG) D.B. TODD HOLEN ADDED WETLAND INFORMATION 01/28/2014 SHEET 1 OF 2 DATED THIS 28TH DAY of JANUARY 2014 KEMPER & ASSOCIATES, INC. 2W5 1W�y nv� Wl4 - 0U.+z New RftP--,