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HomeMy WebLinkAbout1902824120042-03022016(055.6) (090.2) / (889.7) LAIR POST 0 GE WATER RCA 0 (/) (8892) OAHLAWN GO Pio Yz" I /I F44-71.,‘ FAz g.,A5 3/4, " su3F/00,2 -1 4 tess 0 Oo CD REI, TER WAI,TON CONSTRUCTION INC. STORMWATER AND EROSION CONTROL PLAN FOR OF LOT 7, BLOCK 9, SOUTH HARRIET PARK HENNEPIN COUNTY, MINNESOTA WAN FLOOR= (894.4) 29.4 30.1 •-eso (808.5) Colic. WOO '& GUTTER 60 V--"..er Li Li 13 4 ."72:4 - .. ....35.04 . x‘Niwi i -- 1 0. ri !WS f4 r 1 1...Amwriretrzwisrac% - › 5 PROPOSED 72,%TR,E , 1..51 Euc -- 1 .irDw..1 _az . at momerw.rawrenn,====wsimmazoxerza GARAGE ,Abl_ ...------- (090.4 `1:-Vtoz- k 2.,-11. WINE CEDARS 'X 21.0 r PROPOSED PROPOSED TREE PROTECTION FENCE 7 89.9) 1091.31 , 10 ri8MRTLE 13.5 ._... ARNANENT 7 I PROPOSED 1 1 DRIVEWAY , , 'FT i 91.21 ri EU ri LBOAI ICI< rtolV -- 1 / 1 1 LINE --n,., i 0 (889.2) NOTES : 1) The existing driveway shall be used for a construction entrance. Keeping tires and vehicles from tracking dirt onto streets. (see city code chapter 10, article 7). 2) All construction refuse or debris to be placed in dumpsters, (see city code chapter 10, article 17). 3) Place silt fence as shown for a downstream perimeter sediment barrier. 4) The contractor for the owner will be responsible for site cleanliness and maintaining erosion and sediment control. 5) Vehicles to use the existing/proposed driveway area in order to avoid soil compaction. 6) Provide inlet protection for all downstream storm sewer inlets within one block. 7) Limit omount of exposed soils. Critical erosion areas shall be protected with temporary vegetation, mulching or other means acceptable to the city. 8) In the case of temporary pumped discharge, pump to on area surrounded by silt fence and into a small depression to allow sediment to settle out. PROPOSED BUILDING COVERAGE : Lot area = 8083 of House & screened porch - 2237 of Patio - 153 sI - 150 of credit - 3 of Total = 2240 of 2240 / 8083 x 100 = 27.71% LEGAL DESCRIPTION OF PREMISES : Lot 7, Block 9, SOUTH HARRIET PARK (0oz) EXISTING HOUSE #5420 892.7) STOOP CS EXISTING (0ne) (870)1 r(C79-i72)--'-' STOOP -411691.3f z....k."n 1% SPRUCE --- 34.25 58.0 55-1 HOUSE #5424 a WEIDOW WELL 750 STOOP a tAcc •ROPOSED c •: pagr P"P' FLUE SPRUCE PENCE ' (ewe) (889.3) 1711ITE CEDAR (.9 0.1) ZZ's. '44 N PROPOSED ELEVATIONS : (verify) 1) Garage = 1091.31 2) Top of foundation - 1891.91 3) First floor -1892.91 4) Basement =1991.31 /, 20. SPRUCE i Ld -3 ... S 89°18' 17" W 134.89 ...... 135.0,W' e : denotes iron marker found (900.3) : denotes existing spot elevation, mean sea level datum 1510.81: denotes proposed spot elevation, mean sea level datum --917--: denotes existing contour line, mean sea level datum -(904)-: denotes proposed contour line, mean sea level datum Bearings shown are based upon an assumed datum. GARAGE FLOOR= (woo) EXISTING HOUSE ff5428 13 (305.9) WAN FLOOR= (891.7) 28.8 (437-5-c>41 This survey intends to show the boundaries of the above described property, the location of on existing house, to be removed, trees, spot elevations ond topography, and the proposed location of a proposed house, patio, driveway and grades thereon. It does not purport to show any other vimprovements or encroachments. 542z1 ALA( 11. 16-035