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HomeMy WebLinkAbout1802824410062-09292015 (2)FND IP 19162 —� 1.0 F X0, �.I X x o O O v JLo O E �o ~E O x oC C Lr) :3 � d x N LtJ N r – .c — — w o N oz - x c o J UJ O a 5 (n W Q x I I I - I +xg1�. I /D IP 1/2° —/Ftae-I22ft4-+ FND IP 19162 _R ioT—� X 11 1 o �° o 00 0 � C (D x - 4) In O E N C O O ~E 0'a C C Lri :3 M O N c- x W �r _ - N. O Z cO J (n Q O W Q x I I I 1 } x01Yr �D IP 1/2�� —fM6-+P 224+ili-i Existin Conditions Plan Proposed Conditions Plan. - - - - - - - - - - - - - 31.57 - - - - - - - - - - - - - - - — PROPOSED SILT FENCE xe4'2 ----------- 27.3/- ---------- 1 PROPERTY DESCRIPTION The North 56 Feet of that part of the West half of Lot 46, Auditors Subdivision No. 172, Hennepin County, Minnesota, Lying East of the West 135 Feet thereof, except street NOTES 1) Site Address: 5132 Gorgus Ave, Edina, Minnesota 2) Gross Land Area: 7,600+/- Sq. Ft. or 0.174+/- Acres 3) Benchmark: MNDOT GEODETIC MONUMENT #11513 (MEDIAN MN053) ELEVATION= 881.002 feet (NGVD29) 4) This survey was prepared for the purpose of preparing a building permit application to the city for a new house. 5) This survey was prepared without the benefit of a title commitment. There may be easements of record encumbering this property that are not shown hereon. 6) The property description was obtained from county tax information. This may or may not be the legal description of record. 7) We have not placed a Gopher State One Call for this survey. There may be other utilities serving this site that are not shown hereon. Therefore extreme caution must be exercised before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Zoning Information: The current Zoning for the subject property is R-1 per the City of Edina's zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the zoning requirements (Sec. 36-438) found on their web site on the date of March 31, 2015 and are as follows: PRINCIPAL STRUCTURE SETBACKS- Front 30' Side 12' total with no less than 5' on one side Rear 25' Project: 5132 Gorgas Ave Project Location: Edina, Minnesota Client: MJ Miller Construction 1014 Prairie Ridge Lane Lester Prairie, Minnesota Consultant: Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site: 9) Verify sanitary sewer service elevation prior to any concrete work. a ' 10 The proposed house as shown hereon was obtained from plans prepared b D.F.P. Planning and Desi dated !� I P P P Pref Y g � � � l� 3-22-15. �� J r] 11) Existing Hard Cover - Shed - 85; House -1239; Deck - 268 (beyond the 150 that is allowed; Cant - 9; Total - 1601; Ratio - 21.1% 12) Proposed Hard Cover - Stoop - 98; House - 1851; Deck -66 (beyond the 150 that is allowed); Total - 2,015; �" Ratio - 26.5% Existing Elevations Existing Garage Floor Elevation 883.0 Proposed Elevations Proposed Garage Floor Elevation = 883.9 Proposed Top of Foundation Elevation 884 $. ; Proposed First Floor Elevation --886.33 Proposed Basement Elevation 2°16.6 �L AV M�� ' J I Tree Inventory Trees to be Removed 8" Cedar 8" Cedar (within 10' of Proposed Footprint) �t 24" Maple 24" Maple (within 10' of Proposed Footprint) A I 30" Maple 00 -a U- O i ----- 3 �ro —�. a ----- -- $ - =60 - --- -------- - - - - --- L� FT 1 •�+/�� e1 "Y "i V.\ Sa�Frcaoa- $�o 6 ^,•a �j x tn. Xie?' VJ�/ I in Bearings are based on the Hennepin County Coordinate 1 System (NAD 83 -1986 adl.) O• CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION M GATE VALVE < GUY WIRE �(f HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND 0 SURVEY CONTROL POINT FIBER OPTIC UNDERGROUND LIGHT POLE cO--) POWER POLE �S SANITARY MANHOLE Q SANITARY CLEANOUT M SIGN •972.5 GROUND ELEVATION ® STORM DRAIN ST STORM MANHOLE OW YARD LIGHT 'OFF C �. rn) D, 10 5 0 5 10 20 SCALE IN FEET SURVEY LEGEND 0 A/C UNIT © CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER EO ELECTRIC MANHOLE OO ELECTRIC METER © GAS METER © GAS VALVE -°—°—°— GUARD RAIL H HAND HOLE FIBER OPTIC UNDERGROUND SOIL BORING GAS UNDERGROUND TREE CONIFEROUS OVERHEAD UTILITY TREE DECIDUOUS OT TELEPHONE MANHOLE M TELEPHONE PEDESTAL ® TRAFFIC SIGNAL OLI UTILITY MANHOLE OO UTILITY PEDESTAL OW WELL �TI BITUMINOUS CTv CABLE TV CONCRETE CURB CONCRETE CONTOUR EXISTING CONTOUR PROPOSED DT DRAIN TILE ELc ELECTRIC UNDERGROUND —X—X— FENCE FO— FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHLI OVERHEAD UTILITY RAILROAD TRACKS > SANITARY SEWER » STORM SEWER TEL TELEPHONE UNDERGROUND UTILITY UNDERGROUND LITE I WATERMAIN •10 U0 0 Zlot w U) F— 0) U) M In Z 0 rn � ~ W 3. L.LI °a I m F- 0 to to Quality Control: USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC:s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. Quality Assurance: PM: DBP Field Crew: CL Drafter: RLS Checked: DBP Review Data: 3-30.15 Vicinity Map: 51 St ~ � S T . Q Lj w l > > a Wo II 52nd ST. T 1 7N R244 zl 18 17 x .1-4 a 1920 �Il J, I 54th �HL STo i ---J _ I 7 -ml Submittals: 3/31/2015 Drawing issued 4/15/2015 Revision - Rear Grades and Walkout 4/16/2015 Revision - Rear top of wall elevation 9/6/2015 Tree Inventory Tree Protection Revised House Elevations Signature: I Hereby Ce ' that this survey, plan or report was prepared by me or under y direct supe 'sion and that I am a duly Licensed Land Surveyo under the la f the State of Minnesota. Dated this 1h ay of April 1 . a� David B. Pemberton- PLS Minnesota License No. 40344 pemberton@sathre.com Title: Certificate of Survey File No.: 59400-017 Sheet: Sheet 1 of 2