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HomeMy WebLinkAbout2014 Retaining Walls and Grading 1 of 3DRGNO CUPID ZcMs Kduy Ou w4�ias�of o KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF PROFESSIONAL LAND SURVEYORS0 15 3 3 15 0 1 INCH EQUALS 30 FEET OAK HILL f ESIDENCE 721 OLD HIGHWAY 8 N.W. NEW BRIGHTON, MINNESOTA 55112 BASIS FOR BEARINGS: 651-631-0351 HENNEPIN COUNTY FAX 651-631-8805 COORDINATE SYSTEM (NAD 83,1996) email: www.kempersurveys.com BASIS FOR ELEVATION: www.kempersurveys.com com 2605 KELLY AVENUE MINNESOTA DEPARTMENT OF TRANSPORTATION STATION "ELWELL" 5 (NGVD 29)L0T 5, BLOCK 5, LANGDON PARK (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA VRS NETWORK) (MAY 2, 2014 UPDATE) CONTOUR INTERVAL=1 FOOT SECTION 20, T117N, R23W a ai'!•• 4 aa+, ♦ EDGE OF # # # • } # BITUMINOUS A`' � 't � fix+ v j •� • ' , •1 .:3 _ '19i FOUND 5/8'PP a -`' • •� PS { IRON ROD wft93 V '_ :.'4 INVERT= x �,}...,..w. , :,. ..•, 1'.fi" A _>' ,'!'T :...:.. •.ate ,a, ..,. .... .✓* taw -F r.4 ok _10\ ±925.7 • < `•, ` - NORTHEAST SIDE OF PROPOSED RESIDENCE / / 1-7 • 8" VCPRVE • 2605 KELLY AVENUE 931 CONTOUR IN 1993 "rt ` �.;. ,; # SURVEY SANITARY (SEE HOUSE PLANS BY SWAN ARCHITECTURE) BY KEMPER &ASSOCIATES, INC. / y, SEWER (UNDER WATER IN 2013 SURVEY) // qv r6'6 S CIP _8" a / °� / \ •-Ci t \ jt� `>'� Pic' S WATER .��, y� MAIN 3�, • ' ,,\\ � x ° - O� C 4 _ Off• �9l '' 15"CMP , ^," 1 W TER E L EV.= .� 1\ �. J IN 929.20 , / / 931. (NGVD 29) �' \ URN (07/1( 2013) o iso � / TYPE 3<'�.� '\ O / 1„ STEEL a. • I x L W-1 WETLAND -- V GAS MAIN ±9,358 FT. _ r WETLAND DELINEATED BY WAYNE I c Ilk, M N \ 6^6 JACOBSON (PSS #30611, PWS2 .9 - ?9, 3 A L ,o #1000, WDC #1019, AFS #A-171), ! 8 \ LI E 0 N JACOBSON ENVIRONMENTAL, PLLC VICINITY MAP O NIN t_t \ APRIL 25, 2014 Cq (NO SCALE) \ 9 \\ ^,r' / 'ti`�0' ,ONw / \ i t (CONDITIONAL USE PERMIT \ / 9 . r, z w / A L '> rn z z 6.5' ELAN DOC. NO. 6400056) / pp PONDING AREA (CONEIT10 USE PERMIT / �� I T 1 \ F ER 1 22 °'� / / `I FH zz DOC. W0. 7424) / OF Gt, I A0 1 1 / '' 9�� RSy - - (MAY 1, 2014) / JQ P \ 12"&15" oR A` \` NOTE: ADJ CENT SHED/ POGP� RS WILLOW O`v / 932 SSMH OVERHANG \PROPERTY LINE w / 9SS o 9 S U P 934 %� 9" W 1/2" IRON PIPE FOUND ( a / O O �' ES IN 1993 SURVEY BY \ a 2q G / 1 t6 / - KEMPER & ASSOCIATES ' „^ 1I s3.ao C2 (UNDER WATER AT THE •° v` 17 -t 935 P 1 Nj ITE TIME OF 2013 SURVEY) .. x� N� GARAG - b <y 08 FLOOR - 935 „ET 4. J P Oda ry0, EI I Q� '' � •-� � \ _ Q. � • � G `i` 00 953.89 �, � WHITE L �E 9 _ 36 P/ 47, DEA9 FOUND 1" IRON PIPE C� IN 1993 SURVEY BY it u i C_,Y , °s Q 60.22 a i ha r ?, *� •� Qy G 0 KEMPER & ASSOCIATES „ 9 MAPLE 2" SP CE �p�� x4 fir.-: ':`' �` O C s ��O w .._SET POINT CE LINE ..'. • �'�i ., SLOPE t O G 96 "' ""' "' NOTE: LAMP POST ENCROACHES ONTO J� �) 3 � ..... 10.0''.' ..•.•.'.'." ... .. .� 9" CE SOUTHWEST SIDE OF PROPOSED RESIDENCE ;\o e : :: s✓ / ADJACENT PROPERTY 3.1 FEET , �c tiG• O ry�b ..... '.'. ..... � .... .. � h '. '.'. t6 .'.'.' M, . .. ...... ..'.'.'.'.'. �' z� Ito \ 2605 KELLY AVENUE $c ° s ... w .. ::. o, .... ry ..'. :... .....� •'•:'rt^�xr:'.� : c�... /9 Q� \ °Fo m ''' (SEE HOUSE PLANS BY SWAN ARCHITECTURE) / �'''��•'•'•;;•.,';% / y X0...0 9fi1 :.: ........ .............. �... ••••••• •• •••, 16 5 LINE CONNECTING T E 0 T N 0 / i 8 O LAKEWARD PR SI \ / `>✓ f THE RESIDEC BI ILdIN ± • ' I THE IMME I T ADJ�4C NT ° � ••.•.•,F.'ROPO ;qD,' 961 � LAKESHO E 0 POINT RETAINI : / '' G NOTE: TIE TO '\ 9�S JP EXIST1NG DRIVEWAY ON LINE ;,';,'•;k_'' �� 1 P / LEGAL DESCRIPTION 1 '1 ' 28/ ge0 PROPOSED 96 ::.:,: '`, . ?S s 957 / STEWART TITLE GUARANTY COMPANY s O ibRl>{EwAY ��oOF p,fyry•''o 4092 COMMITMENT NO 40 t EV 96 `L° �6 :. 95 953 s t.3ti A 9s� ....: :.?SS..OR :.;': ` SET oIN DATED MAY 14, 2013 LE ��Oq ti,•, �g� 00 L 1 N LI E/ Lot 5, Block 5, Townsite of Langdon Park, Hennepin County, Minnesota, including 0 F A O PROPOSED �' \ I :' •S g5 S0 OOg 6 O py01��s' j y6h LOWER GARAGE .^h0 ? °' adjoining vacated 34 feet of Kelly Avenue. NOTE: PROPOSE BUILD G CO NER R NN IP/ \ L ? F NO TH TERL FLOOR ELEV.= 0 IS 5.7 FEET EAS RLY 0 LINE \ � i ?, �O-953.0R O • LINE OF L T 6 CONNECTIN THE OST LA EWARRQ 8.SS PROPOSED PROTRUSIO OFT REST ENCS \ > ;" ?� �s O tO O 'UPPER O BUILLA GS 0 THE I EDTA LY 0 GARAGE / o' PIN °' o,`° ,�° O .. PROPOSED h FLOOR ELEV.= `L� �• SE POI T NOTE: CONDITIONAL USE PERMIT DOCUMENT ADJACENT SHORE LOTS FIRST FLOOR j ° i \ � E S `� x i N ±SINE N0. 6400056 (CITY OF ORONO RESOLUTION �O ELEV.=964.20 00 �� 962.56 ,, NOTE: A L WALLS OVER 4 FEET NO. 3517) PERMITTED THE EXCAVATION AND PIN S�' 96 �. IGH WILL B DESIGNED BY CREATION OF A TYPE 3 WETLAND INVOLVING 00 2, PROPOSED RESIDEf��E / / R ISTE ED PROFESSIONAL THE MOVEMENT OF APPROXIMATELY 600 a 8 .. `SO P N E IS NG GA GE NGIN ER. EE PLANS FOR SUCH CUBIC YARDS OF FILL WITHIN THE STREET \ \ • 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 \ N 0 L`OT �q�F� 6 �S PROPOSED ' �O 00 BASEMENT NOTE: CONDITIONAL USE PERMIT DOCUMENT FLOOR ELEV.= a 15" AS NO. 6467024 (CITY OF ORONO RESOLUTION 0A / ! NO. 3455) GRANTS USE AND VARIANCE FOR P 18\MA L � �s F 11 - ��5 k ' THE EXISTING GUEST HOUSE APARTMENT / �s �o ,' 12" ELM ABOVE THE DETACHED GARAGE TO BE \ A E 1 E " O SILO 3 •, �' 00 / \' 6\ P GRANTS AN ASERVED BY REA VARIANCE OF AND WATER AND \DU T A'I ��, "� / 0�%5 11,412 SQ, FT. OR ACRES .32 '-1' AK O� �., A a �`ti POINT �A E \ \ m 3 OA a 88 ` /' ?00 OHO ON LINE / I I LM � m p � �P LO,o s '`� �O O ���° / °` EXISTING e`°R ARE S �_ _ 1st _ (To - v - POSED RESIDENCE) r \\ , BE �_ _ A SUMMARY (PRO _ - rn J TOP 967 C 9" EL\ IP A L \ i BOTTOM 963.5 PROPOSED ' LOT 5 = ±74,302 SQ. FT. OR -_1.71 ACRES 12" ELM RETAIN NG I VOLUME SUMMARY (TO ORDINARY HIGH WATER LEVEL) \ 9TE S l WALL I �o se V PIN SEE SHEET 3 j� ago m \ 6 0 K d L OAK y �� ' CALCULATED CUT VOLUME BETWEEN PROPOSED AND PROPOSED HOUSE/GARAGE/SCREEN PORCH FOR DETAILSs s9� AK �, �P��� ' ORIGINAL SURFACES = 2,713 CUBIC YARDS FOOTPRINT = 4,267 SQ. FT. o BOU ER `S U TE L +'�J��or CALCULATED FILL VOLUME BETWEEN PROPOSED AND PROPOSED COVERED PORCH & STOOP = 274 SQ. FT. tto Z 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. EROSION CONTROL AND STORMWATER PROPS D WALL ' ON LI S T , > � ���P GRANT VALV I '3 0� PROPOSED LAKESIDE TERRACE = 1,320 SQ. FT. POLLUTION PREVENTION BELOW AREA URVEY CALCULATED CUT VOLUME FOR PROPOSED BOAT OF PROPOSED DISTURBANCE STEPS PROPOSED DINE \ i / �° HOUSE STEPS & WALL FROM ORIGINAL SURFACE = PROPOSED DRIVEWAYS = 5,152 SQ. FT, 3'-11" �� BLOCK cv 1 RETAINING I o 3 CUBIC YARDS PROPOSED CONCRETE PAD = 61 SQ. FT. WALLS \ ° I / POCK 2013 , 930.35 \ { / 24" APLE PROPOSED GUESTHOUSE STOOP = 96 SQ. FT. N� , r . CALCULATED FILL VOLUME FOR PROPOSED BOAT >z� HOUSE STEPS & WALL FROM ORIGINAL SURFACE = PROPOSED GUESTHOUSE STEPS = 68 SQ. FT. \ I -P TOP 936'4 'w o o K P°�� 15 CUBIC YARDS EXISTING DRIVEWAY TO REMAIN = 2,359 SQ. FT. 932.5 1 xs3o.BOTTOM SHORELINE \ BALANCE OF 2,546 CUBIC YARDS TO BE REMOVED EXISTING GUEST HOUSE FOOTPRINT = 675 SQ. FT. ° (07/10/2013) Ida -YEAR FLOOD 1 2.5 / FROM SITE VIA COUNTY ROAD 19 (SHADYWOOD PORTION OF EXISTING TREE HOUSE BEYOND 75' OF ELEVATION 931.5 I / ROAD, MANITOU ROAD, OAK STREET) TO STATE ORDINARY HIGH WATER LEVEL = 33 SQ. FT. W-2/ HIGHWAY 7 (WINTER WETLAND BOUNDARY T P INT EXISTING BOAT HOUSE = 106 SQ. FT.IN � --- _ -\ "' O �s AT ORDINARY HIGH WATER 930.26X O LEVEL) REPLAE LOOSE LI CON CTI THE MO T EXISTING BOAT HOUSE CONC. STEPS = 40 SQ. FT. GRAVE WITH ' LAK ARD 0 USION� S 0 SUB-GtAEXISTING BOULDER RETAINING WALL WITHIN 75' OF DE co E R SID N E B ILDINGS ORDINARY HIGH WATER LEVEL = 113 SQ. FT. % STABILI- 'N ' IM DIA Y A JA NT WATER ELEV.= t "GEOBL.K" LAK 0 LO 929.9 (NGVD 29) 1 (±450 S , FT.) E ZONING REQUIREMENTS PORTION OF EXISTING TREE HOUSE WITHIN 75' OF (07/10/2013) I ZONED LR -1B - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT ORDINARY HIGH WATER LEVEL = 255 SQ. FT. xs3o.za 9" A H % ' ° \\\ SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT PROPOSED GRANITE STEPS NEXT TO BOAT ORDINARY HIGH SE I T SUBJECT TO SHORELAND MANAGEMENT HOUSE _ WATER LEVEL �A3 0 / SUBJECT TO FLOODPLAIN MANAGEMENT 36 SQ. FT. I (929.4 NGVD 29) / SUBJECT TO WETLANDS PROTECTION N E: TR ROACHES PROPOSED BLOCK RETAINING WALLS ABOVE LAKE MINNETONKA X930.38 �� \, � OV PROP Y -FOOT MINIMUM LOT AREA - 1 ACRE (LR -16) 100 -YEAR FLOOD LINE (WITHIN 75' OF 9" AS CARMAN BAY X MINIMUM LOT WIDTH - 140 FEET (LR -1B) ORDINARY HIGH WATER LEVEL = 180 SQ. FT. 7 \ \X930.13 MAXIMUM LOT COVERAGE - 15% BY STRUCTURES TOTAL IMPERVIOUS SURFACE COVERAGE _ / BOULDER ° j' %` MAXIMUM HARDCOVER - 25% (TIER 1) 15,171 SQ. FT. (20.4% OF LOT AREA TO / ORDINARY HIGH WATER LEVEL) ORDINARY HIGH WATER LEVEL=929.4 RIP -RAP MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET / ` HIGHEST RECORDED ELEV.=930.52 (09/07/2002) 930 SET POINT NOTE: SEE HARDCOVER / xszsss ON LINE / / \ BUILDING SETBACKS: ATTACHED 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 / I LEAST TWO EXISTING FRONT YARDS FOR (NGVD 29 ELEVATIONS AS PER MINNESOTA PROPOSED FIRST FLOOR = 964.20 BUILDINGS WITHIN 150 FEET OF THE LOT IN DEPARTMENT OF NATURAL RESOURCES / QUESTION AND WITHIN THE SAME BLOCK FRONT NOTE: "RETAINING WALLS" ARE EXCLUDED LAKE FINDER' WEBSITE) ! �' PROPOSED BASEMENT FLOOR = 953.06 IS LESS OR GREATER THAN THE MINIMUM FRONT FROM HARDCOVER CALCULATIONS YARD DEPTH REQUIRED FOR THE DISTRICT, THE / 0) (AS PER CITY OF ORONO STORMWATER PROPOSED UPPER GARAGE FLOOR = 962.54 REQUIRED FRONT YARD SHALL NOT BE LESS QUALITY OVERLAY DISTRICT REGULATIONS) 60" WILLOW THAN THE AVERAGE DEPTH OF SUCH EXISTING PROPOSED LOWER GARAGE FLOOR 953,00 / = FRONT YARDS; HOWEVER, THE DEPTH OF A 100 -YEAR FLOOD ELEV.= FRONT YARD SHALL NOT BE LESS THAN 10 FEET 931 (NGVD 29) / / / i NOR BE REQUIRED TO EXCEED 50 FEET) NOTE: SEE SHEET 2 FOR EXISTING (AS PER FEMA MAP) / j / FOLLOWING PROVIDED BY ARCHITECT: STRUCTURE AND IMPROVEMENTS, X9,30.19/ SIDE - 10 FEET AND HARDCOVER TOTALS LAKESIDE TOP OF FOUNDATION ELEVATION - AO j / OHW - 75 FEET (NO PRINCIPAL OR ACCESSORY STRUCTURE / 00' / ' 21/ BELOW TOP OF FIRST FLOOR SUBFLOOR - SHALL BE LOCATED CLOSER TO THE LAKESHORE 964.2'-21/"=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 / ' —(USING CONNECTING THE MOST LAKEWARD PROTRUSIONS —960— EXISTING CONTOUR LINE I FLOOR TRUSSES) 5/4 BELOW TOP OF FIRST OF THE RESIDENCE BUILDINGS ON THE / FLOOR SUBFLOOR. 964.2'-51/4"=963.76' IMMEDIATELY ADJACENT LAKESHORE LOTS) X956.19 EXISTING SPOT ELEVATION 1/2" IRON PIPE FOUND IN 1993 / ACCESSORY BUILDINGS: PP 0 POWER POLE NO ACCESSORY BUILDING SHALL EXCEED THE HEIGHT OF SURVEY BY KEMPER & ASSOCIATES, INC. THE PRINCIPAL BUILDING, NOR SHALL AN ACCESSORY LP 0 LAMP POST (OVERGROWN BY TREE ROOTS IN 2013) BUILDING EXCEED 30 FEET IN HEIGHT FH O, FIRE HYDRANT / NO ACCESSORY BUILDING SHALL EXCEED 1,000 SQ. FT. OF FOOTPRINT AREA WV G WATER VALVE SET POINT ACCESSORY STRUCTURES IN EXCESS OF 750 SQ. FT. / ON LINE FLOODPLAIN NOTE: FOOTPRINT AREA BUT NOT EXCEEDING 1,000 SQ. FT. EM E❑ ELECTRIC METER SUBJECT PROPERTY LIES WITHIN FLOOD ZONES --" X" FOOTPRINT AREA SHALL BE LOCATED AT LEAST 15 FEET / / (AREAS DETERMINED TO BE OUTSIDE THE 0.2% FROM ANY LOT LINE GM© GAS METER 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 INUNDATION BY THE 1% ERECTED, ALTERED OR MOVED WITHIN 10 FEET N THE ANNUAL CHANCE FLOOD; PRINCIPAL BUILDING, NOR WITHIN 10 FEET OF ANY OTHER MB � MAIL i10X / BASE FLOOD ELEVATIONS DETERMINED) ACCESSORY STRUCTURE 3E CHAIN LINK FENCE ACCORDING TO THE FEDERAL EMERGENCY "MANAGE 3" WETLANDS PROTECTION —f�— 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 MINNESOTA (THE BASE FLOOD ELEVATION SHOWN SETBACK AT LEAST 20 FEET FROM THE UPSLOPE EDGE — SS — SANITARY SEWER 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 } "KEMPER 18407" 960 PROPOSED CONTOUR LINE DENOTES DIRECTION OF IIIAW.. �_ PROPOSED DRAINAGE I, a ` ' SEE WETLAND DELINEATION REPORT PREPARED FOR: BY; PROPOSED SILT FENCE _ WAYNE JACOBSON, PSS, WDC, PWS, AFS 13 DENOTES OFFSET STAKE e ARCHITECT: JACOBSON ENVIRONMENTAL, PLLC ANDREA PESCHEL SWAN, AIA 5821 HUMBOLDT AVENUE NORTH _ TREE TO BE REMOVED SWAN ARCHITECTURE BROOKLYN CENTER, MN 55430 1 612-802-6619PROPOSED BITUMINOUS INTERNATIONAL MARKET SQUARE 66®msn obsone oom -. AND/OR PAVER DRIVEWAY >= -' 275 MARKET STREET, SUITE 438 MINNEAPOLIS, MINNESOTA 55405 EXISTING BITUMINOUS ` DRIVEWAY TO REMAIN 612-743-9650 1-1UP ® WETLAND SAMPLE POINT LANDSCAPE DESIGN: KEN BECHLER & ELIZABETH SEDGWICK OUTLINE OF EXISTING LI HOUSE TO BE REMOVED BECHLER LANDSCAPE, INC. 952-933-9944 VIEW OF LAKE MINNETONKA FROM 2605 KELLY AVENUE GUEST HOUSE AT 2605 KELLY AVENUE CELL 612-308-7870 CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY, PLAN, BUILDER: OR REPORT WAS PREPARED BY ME OR GARY KRAEMER AT - I PROF_ ' �, , - 11 AM A DULNDER MY YIRLICENSEDECT EPROFESSIC)NARVISION AND L LAND NOTE: PROPOSED DRIVEWAYS, KRAEMER & SONS, INC. ssl r �� - Lf',; •, R _ SURVEYOR UNDER THELAWS OF/THE STATE RETAINING WALLS AND GRADING 4906 LINCOLN DRIVE _ vv F•YvR ` —_ OF MINNESOTA. SHAMS HEREON PER PLAN BY EDINA, MINNESOTA 55436 TRAVIS VAN LIERE, PLA - %S. 18407 (612-760-0494) 952-935-9100 �j:- .. FAX 952-935-9184 CERTIFlu"ATE OF SURVE r�� /oo Q � �\4 is e° MARK D. KEMPER, PLS 184%07 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 KEMPER & ASSOCIATES, INC. ZcMs Kduy Ou w4�ias�of o