Laserfiche WebLink
TOP OF FOUNDATION AS -BUILT FOR. <br />BELLA CUSTOM HOMES <br />Legend <br />_X x Fence <br />WTR Water Main <br />0 Tree Condition - Good TOP OF POURED WALL - DECEMBER 17, 2015 = 906.74 <br />0 Tree Condition - Poor <br />® Catch Basin <br />PROPOSED TOP OF POURED WALL = (906.7) <br />0 Sanitary Manhole <br />0 Power Pole <br />L'z�G Boulder Retaining Wall <br />X900.0 Existing Elevation 1 <br />4r:' <br />x900.OTC Top of Curb Elevation` <br />x900.OTW Top of Wall Elevation U0r <br />900 Existing ContourCC Py <br />j <br />35.4- <br />5.4 1 <br />/FZ <br />• Denotes Iron Monument Found908.2 <br />------------------ 30 <br />C Denotes Set, 1/2" x 14" � � --r <br />Iron Pipe w/ Plastic Cap <br />Inscribed R.L.S. 15230. L _ �./ I `i <br />#6008 SCALE: 1 INCH = 10 FEET <br />FRONT =09.6 <br />TOP OF ENTRYBLOCK=909 1 <br />x(900.0) <br />20.00M <br />Silt Fence for Erosion Control <br />Proposed Elevation <br />As -Built Measurement to Foundation <br />Drainage <br />TEMPORARY ROCK ENTRANCE <br />FOR CONSTRUCTION <br />PROTECTIVE TREE FENCING <br /><I <br />L1_ <br />ry <br />-3 <br />EXISTING AREA CALCULATION: <br />Lot Area = 10,574 SF <br />IMPERVIOUS SURFACE: <br />House = 2,374 SF <br />Patio Less 150 SF Allowance = 46 SF <br />Covered Entry = 74 SF Less 50 SF Allowance = 24 SF <br />Total = 2,444 SF <br />= 23.1 <br />., 907.8'1- <br />N <br />0 <br />e x907.8 lco <br />907.2 _\_ <br />.0 x x x <br />1. r <br />x x906.7 <br />SAN M.H. <br />TOP RIM=907.29 <br />INVERT=894.8 <br />904.4 <br />X904.0 <br />X904.1 <br />0 <br />X908.4 N <br />1 i <br />908.4 <br />0 <br />�1 120.56 MEAS. X <br />X i <br />50"ASH 1 x907,4 M ( x907.3 <br />® " IN -= i► <br />A <br />N-��(905.5 <br />1� 1 x <br />,P07.7 1 <br />(905.5) <br />x o 13.00x <br />q1 (908.3) <br />X 14.00 2.0 � 14.00 <br />X906.7 <br />s <br />qPATIO <br />196 SF <br />L 0 T 4 <br />I x907. 14.00 <br />(905.5) <br />X 907.1x <br />O W <br />907.1x <br />00 25.OM <br />O O _---- <br />O L025.00 ---- 9.0 <br />Z 00 <br />905.0 906.7x <br />W� <br />0. 9Q6,2L, <br />905.0 • cr <br />' x906.3 <br />k905.2 <br />12"ALE ; <br />'x90 .9 <br />X905.6 <br />1 <br />904.1 o°cLO <br />SAN M.H.® <br />TOP RIM=903.59 <br />INVERT=894.4 <br />218-151Btopwall reference 163-15 148/12 218-15A <br />0 <br />0 <br />N <br />9070 <br />X x 17.00 M <br />M <br />°�' o <br />N PROPOSED HOUSE <br />#6012 <br />EXISTING FRONT ENTRY=909.1 <br />FIRST FLOOR = (908.55) <br />GARAGE FLOOR =(906.8) <br />TOP OF POURED WALL =(906.7) <br />BASEMENT FLOOR =(898.99) <br />- <br />906.9 <br />907.0 x <br />281PPINE <br />90 .7 <br />X907.7 ; <br />r PROPQ <br />�o I STOCKPILE 1 <br />�\ LOCATION i---= <br />�Now// <br />907.0 <br />Ui9 6.5 <br />X907.0 <br />31.4 V) <br />9.08 --- --- a ---. --- <br />>- w M 906.9 = <br />L 00 PROPOS p 4'r SIDEWALK <br />wo <br />5.00 4.08 35.46 I - <br />35.5M <br />X <br />905.9 <br />M <br />n <br />M <br />-- X o`f <br />J <br />o <br />o, <br />32.00 M C;C'JEREC F'CF;:;I i x <br />00 <br />(906.8) o ' o ; <br />28"MAPLE <br />I - 4 a 4 906.5X 28.00 ; x 7 <br />a ° G ° 4 I 906. 904.4x <br />a , <br />G G <br />o I qG n 4, 60 MAPLE <br />N o a <br />I ® x906.1 905.5 <br />N <9 5.7x I x <br />a <br />° <br />a , <br />I ° N I 6" HDPE' 'ST. S. <br />120.41 MEAS. 90 <br />�'lCH DRAT a ° N87°44'02"x904.4 <br />SEE DETAIL G o a °Q CEDAR <br />X904.2 04.2 <br />a a a <br />� a <br />d <br />p 4 G O G d <br />a a <br />F 0 R S L I N D R I V E <br />to <br />X904.5 <br />IN <br />8"CE AR <br />1 <br />8"CEDAR <br />0 <br />903.30 <br />903.29E <br />xsoz.erL <br />Lj-z tj5-7 <br />`�✓�i � ll7.2�1• �i3� 40 �I <br />00 F.. C C nj <br />EXISTING AREA CALCULATION: <br />Lot Area = 10,574 SF <br />IMPERVIOUS SURFACE: <br />House = 1,959 SF <br />Shed = 57 SF <br />Patio Less 150 SF Allowance = 292 SF <br />Total = 2,308 SF <br />= 21.8% <br />PROPERTY DESCRIPTION: <br />Lot 4, Block 2, BIRCHCREST ADDITION, <br />Hennepin County, Minnesota. <br />BENCHMARK: <br />T.N.H. at the NE Corner of Forslin Dr. and Hansen Rd. <br />Elevation = 906.49. <br />NOTES: <br />-Al existing building dimensions are measured to the finished <br />siding and not the building foundation. <br />-No Search Was Made For Any Easements. <br />-The location of all utilities shown are from observed evidence in <br />the field and from plans furnished by the utility companies and <br />are approximate. Utility companies should be notified for exact <br />location before doing any excavation. <br />I hereby certify that this survey, plan, or report was prepared by <br />me or under my direct supervision and that I am a duly registered <br />Land Surveyor under the laws of the State of Minnesota. <br />W. BROWN LAND SURVEYING, INC. <br />60 �/ ff1j,41sj7P XV - <br />Woodrow A. Brown, R.L.S. MN REG 15230 <br />Dated: 12-17-2015 <br />