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HomeMy WebLinkAbout2002824310072-11182015SITE ADDRES : 5804 ABBOTT AVE. S. EDINA, MN PROPERTY DESCRIPTION: Lot 2, Block 4, HARRIET MANOR 2ND ADDITION, Hennepin County, Minnesota. EXISTING AREA CALCULATION: 13U11DING DEPARTMENT Lot Area = 6,241 SF Nov i s Z015 IMPERVIOUS SURFACE: House = 1,093 SF lCm( OF EDINA Detached Garage = 440 SF Deck = 123 SF Less Allowance = 0 SF Front Stoop = LESS Allowance = 0 SF Concrete Over 4' Wide = 25 SF Total = 1,558 SF = 25% I cs� x Fence Deciduous Tree Concrete Retaining Wall X900.0 Existing Elevation x900.OTW Top of Wall Elevation �0ti�9 Existing Contour - 0 0-18883 16 4�^� O Denotes a Co } �y � Inscribed R.L.S. 15230. 45 a a 2 5 +'b z8�? �32.01/ / 4 I `° LAILA, GARAGE FLOOR = 886.0 4 GARAGE a vj Q 4 W 2 J°' a Q NO) Qp 'po u' :P 2 .0 a LO Z 2.3 k 68,5 S a G 4 Q 4 ,8 4 I TD 4F, 4 as as a a a --14 ---�4 a a o a a 4 1 � a �4 a a 'gj a a 94 e �� d S.0 °00 I '� ��ro• 2-5 14 FLAGSTONE WALL RA "GA GE 9 Legend x Fence Deciduous Tree Concrete Retaining Wall X900.0 Existing Elevation x900.OTW Top of Wall Elevation �--900--' Existing Contour - 0 Drainage • Denotes Iron Monument Found O Denotes Set, 1/2" x 14" Iron Pipe , w/ Plastic Cap Inscribed R.L.S. 15230. 219-15APSP 141/62 ® Gas Meter PROPOSED SITE PLAN FOR0 : C. ALAN HOMES I n -T- L_U 892.4 In DECK co 5' SETBACK - --------- 889.0 � r-� 26Maple 890.1 x U W 889.2 x n k888.1 x888.4 LLO1 ;ONCRETE WALL #5800 ROOF PEAK = 909.8 TOP OF BLOCK = 892.0 FIRST FLOOR = 893.2 N89°30' 15"E 128.04 plat 12.5.0.6 meas.. I °>z Irl 0+ �g0• fZ'111I#1 M M M 13.06 #5804 N EXISTING FIRST FLOOR = 892.9 13.06 x PROPOSED: ooh+ FIRST FLOOR = (893.8) ° ,61 00 .' - 34.3 r7 \ SOC AVG. ADJOINING SETBACK - - 33.30 9° '8 gg1 to O n 20"Maple 00' + 3.33 UJX U 8g•\ .2 TOP BLOCK = (892.2) X888.3 N 25' SETBACK 11.06ppSTING FOUNDATION o X ag1.2 'X 24.00 33 1 „ .,. - ------ ------ } L-- - ---- - ----- -- 1) -- --14 4- 89 Iro 890.5 90 09 x91 1 �� ���to ry V 5' SETBACK fD cc 60 r 128.03 plat 1s9os to I 124.66 meas. iS89e29'2301W o! 1 1 'x890.7 I� 1 1 x887.4 I X $g1 0 4 �O 32.3 L _ I #5808 FIRST FLOOR = 892.7 ROOF PEAK = 911.6 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly registered Land Surveyor under the laws of the State of Minnesota. W. BROWN LAND SURVEYING, INC. Woodrow A. Brown, R.L.S. MNREG 15230 Dated: 09-28-15 + e� 30 30 O W C9 UJ NOTE: The location of all utilities shown are from observed evidence in the field and from plans furnished by the utility companies and are approximate. Utility companies should be notified for exact location before doing any excavation. SCALE: 1 INCH I� X di00o rn O U- V) 0 z 0 U ( W I Z X LQ 0 00 Conditions of Demolition/Moving ✓ 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried 1' and spaced at a maximum 10' on center. ✓ Enclose stockpiled soils with properly installed silt fencing. ✓ Property must be restored within thirty (30) days of building demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the buildina demolition/move. Z& 9�%IRHD Confirm property may be RefleveloPed prior to demolition A demolition permit provides no Assurance of permitted future uses We& rwahrainlor r rnl 411 EWineeAV labdo Metal or SILT FENCE MUST BE lae INSTALLED PRIOR TO DISTURBING VEGETATION IFabdo anchorage Imnoh bac KIII with tamped natural sp1F wrectrunoff { ----7: ;�"• 'p eta N1Gh rnlnlmuro *• 6 Ignch minimum Note: Dependling upon c ordiguratlon, all! o fabric to wke mesh With hog rte, steel posts with tie wires, or wood poste ffr'rth sla ee- 1=igum 6 s TypWO InM411111tMan kwr sIN IN" Residential Temporary Rock Construction Exit tD S�t4 Q-Oaa I& ll -7r am" length / 9 10 T. troyard setback U.•ta dter backfill 5;o- 6" minimum thickness -7geotextile 4 1 1/2" to 3" washed rock 12' minl Non-winage width fabric under Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City. XOX c0 0 00 Q /z�q 'd,®• oaf • a�-. 3 L • oo�r� BENCHMARK: TOP NUT HYDRANT 0 NE CORNER ABBOTT AVE & 58TH ST. EDINA #707 - ELEV = 893.98 NOTE: No Search Was Made For Any Easements W. BROWN LAND SURVEYING, INC. 8030 Cedar Avenue So., Suite 228. Bloomington, MN 55425 Bus: (952) 854-4055 Fax: (952) 854-4268 Drawing: Date: 09-28-15 219-15A Scale: 1 Inch = 10 Feet Of 6)