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HomeMy WebLinkAbout3311721310010-07032013 Total Lot Area ±13,604 sq ft. Gross Building Area ±2,853 sq ft. House Foundation ±2,753 sqft. Covered Porch (without stairs) ±80 sq ft. Cantilevers ±20 sq ft. Building Coverage ±21.0% Certificate of Survey for: JMS CUSTOM HOMES, LLC House Address: 5108-59th Street West, Edina, MN Located in the SW 1/4 of Sec. 33, Twp. 117, Rge. 21 - 947,u. 4, 7 948.8 •I (Plat=85:-(i) 84:83 Pineght Top 6' Wood Fen,ce Pi ch /moo • Ex. • Shed /11.00 X 0 16" Maple (2) 6" M 16" Maple (2) 947'8 23" Birch (2) // / / / ////// //-x9.37-s k/7 / / 1(4 7 • fef i • / Yi6/1f,// v / // ((i t• //// /I / 1.8 / 1 X 932.5 / /// Al :40:72//// 147 / 039_ - A / / 1I I / / 7 X 935 2. / / 9 / / / / y37.1/ // / / 1 1. / fx 9313 / ( ( X9 2.1 N. \i .g 935.3 • 1 x 937 X945.4 k e _obs_ 946.7 7 • • X 948.8 I 948.5 X 948.8 203 -947 -946- x 944.7 -945--p.4T r7:3‘ 12.5 II (3) x 944.5 - Deck Co ) '7 7777777 7 94,4.2 Existing House F.F.E.=946.4 (at front door) A .9,%, • ,• 0ethk: •-• Amu 4) 431 7.5 36.0 937.2> rn ci .1,3 X 94.3.6 -1.1 4.3------ -- r-- X944.9 945. 938 937.4 948.4 947.5, Boulder Retaining war-- 00000000000000_000 C120000000Q_,..- -00cocxj 46.9 )< x 944.5 30.0 t.c) 943.9 - I L ) x 944.3 (943.) \ 24' MI _/ "") / 112.5 /or I to 0) 5936.5 2" Tree 935 -85.44', 0. / (Plat=85.0)/\ „ 13.17 +56' PROPOSED DRIVEW Y 1' cant A (-‘ 937.0x 939.8 x937.5 GARAGE 21.0 34.E X - -11 X {1-6° 5-01 x 6.9f PROPOSED HOUSE 9.33 POURED BSMT. 937.o 25.83 Covered Stoop 0 /16.0 I x936.4 4 X 936.8 937 93 X937.3 L 12.5 1<936.3 x935.3 x 935.7 x 936.7 89°5-9:41" / 935.3 inch TO X934.7) x s1932.1 P 931\ • 72" Tre ,,1 . ;T- 93,12) x 932.3 x 932.5 x 931,1 X931.4 1/J 948.4 x 948.3 x 947.8 X X 948.2 ___EibOocta 8 F945.0 f-- 614 6 944.4 944.9x Xi 945.0 X944.9 1(946. 4_...6,±D 94.. r 944.,,,..9 1 SPORT COURT / tO .• I (BELOW) 1 ./ \ 1 tO .• L .v. \ Si'---- . \ 9'4-2.8 x944.9 0 94.9 '14? x944.7 _94,5st2_ 445 3 933 TO 9 -V3.7 '933.1 . TC /- P.) L. I 0 ( 934.8 TC r LEGEND: RIM EL=9311 Denotes Manhole Denotes Light Pole Denotes Power Pole Denotes Proposed Elevation Denotes Existing Elevation Denotes Direction of Drainage Denotes Found Iron Monument Denotes Overhead Utility Line(s) Denotes Existing Contour Denotes Proposed Contour Denotes Existing Tree MEW ting Tree to be removed NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING_______ 7/02/13 on adjoining properties 932.6 932.0 TC TC PROPOSED BUILDING ELEVATIONS Lowest Floor Elevation. 937.6 Top of Foundation Elevation: 946.6 Garage Slab Elevation (at door). 937.2 (Previous FFE = ±937.2) PARCEL DESCRIPTION: Lot 10, BENTON PARK, according to the recorded plat thereof, Hennepin County, Minnesota Subject to all easements of record, if any NOTES: 1) Legal description was taken from Hennepin County Tax Records. Parcel is subject to all easements of record, if any. 2) Surveyed property contains ±13,604 sq. ft. 3) House to be staked at a later date. 7 /1 /2,ZaC,Q Signed: Carlson McCain, Inc. By: 944(1.7; 9 44.2 94)49 Canr /2,canN 30.0 Thomas R. Balluff, L.S. Reg. No. 40361 Bearings shown are assumed GRAPHIC SCALE 20 10 () 20 (IN FEET) Top Nut Hydrant located at the northwest quadrant of the intersection of 59th Street W. and Tingdale Avenue. Elevation = 930.95 (NGVD 29) (Per the City of Edina) BENCHMARK 0 LP PP crOo X .)0 X 0 0 0.0 ohe June, 2013. 932.9 TC Custom Homes, LLC, that this survey, plan or report was prepared by me or under m direct supervision ^ensed land surveyor under the laws of the State of Minnesota. ”.itr-bal•3. 0010 3 LEGEND (PI at= 850 84:83 S. S. C Denotes Existing Well Denotes Existing Electric Meter Denotes Existing Power Pole Denotes Existing Overhead Utility Line(s) Denotes Existing Fence Denotes Existing Bituminous Surface Denotes Existing Concrete Surface Denotes Existing Elevation Denotes Proposed Elevation Denotes Direction of Drainage Denotes Found Iron Monument, as noted Denotes Set Iron Monument Denotes Existing Contour Denotes Proposed Contour Denotes Existing Hydrant Denotes Existing Telephone Box WELL EM 0 PP x Pinch/ Top Fu ch Top - , „ _ape Q46.7 6 Wood Fence 949„)- C 16" Maple (2) 11.00 Fe, Ex. d Shed ;1) 11.00' 947.8 23" Birch (2) -q" 6 Mople -(4). E NV I R ON M EN 947.5 5949.9 948.5 000.0 5937,5 X 948.8 948.4 x 948.3 x x 949.2 5947.8 :941.9 S Boulder Retaining Wail • . •,4.9x 2.„.....945-0x 3 ;5 1 ifc 44.6 944.4 <-.:-'0 , x 9-45 x 949 .0 944.5 X-, -o ----- 'co- .„.-------- (5 ,, ,--' x94 (N0 x 944.9 -4" i I. 7- a 945. • • 24" Mopl ST O R M W A T ER M A NA G E M E N T P L A N X-6-44.7 944.8 CN1 (NE W CO N S T R U C TI O N ) 0 9 LE-1-----5.1) C946 11 -er -7, 15.0 30.0 j, 10.05 •.X 0 kb p a •943.9 II Denotes Existing Trees as noted Denotes Existing Tree to be Removed - Denotes Proposed Silt Fence Denotes Proposed Rock Entrance Denotes Proposed Retaining Wall 944.9 1. -0 a a SILT EN CE SPORT COL RT (BELOW) *14-41-1 411, 41•1n 41•1, X 932.5 EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. 940.9 C) '7 7/ /7777 7/7 - PROPOSED HOUSE 9.33 POURED BSMT. ../A q 1 ./ 1 x 936.8 -9-3.7 79:- 937.9 ! I ,9 I ._1 ,0 ; 937.P 25.83 936.7 ,-, x 9:7.3 1 Covered Stoopo I _Ja-.9..5 _ - I 16.0 tr) 2. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. Existing House F.F.E.=946.4 (at front door) GARAGE 5931.4 5932.5 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. o 93 193 15.24C9--T ZY/..L , 936:6 <, Deck , `,,936.2 21.0 (937.2) I 1' cant 4. All silt fences, bio rolls and catch basin inlet protection devises must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches Ji of the height of the device. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 938.0 5936,4 " 967.45 x937.5 7 0 937.01 - V 937,25 _ 1 +56 PROPOSED DRIVEWAY I I ra 1 I ROC „7. 1 CONSTRUC ON--s x:;-- \ ENTRANC -H , ' 12" Tee l 936 N I a. <936.3 X 931.1 x 931.7 , x 931.7 REVISIONS 945.6 d- 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with sediment and/or excessive sediment is being tracked from the site. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. N -H x 9 2.1 x 9357 +6.5% X 935.5 X 942.4 x 936 5 _ DRAWN Be: 110 931.9 DESIGNED BY: BIB 935,7 ISSUE DATE: 06/20/13 x 931.7 9<532.1 X 932.5 932.3 935..• "inch TO , x 934.7( ;' 933.4: • I hereby certify that tnis elan, spec:notion or report was prepared by me 0< under an direct supervision and that I am a duly Licensed Professional Enolneer under Use laws of the State of Minnesota 72' Tree,„, x53,6 4-- `'n S 935.8 933.2 4 Name: Brian), Krystofiak, P.E. Signature: Date: 06/20513 License 5, 25063 95R4„ >08 • • • • 932.6 932.0 TC , TO 932.9 -0-- TO 933.9 933.7 TO TO 934.8 TO 935.7 TO 44, c"." .k .4 A c, t".••• C ." v 2 10 20 40 '9.1•18K97-118211611H • IN FEET ) 0