HomeMy WebLinkAbout3311721330051-12172015TOP OF FOUNDATION AS -BUILT FOR.
BELLA CUSTOM HOMES
Legend
_X x Fence
WTR Water Main
0 Tree Condition - Good TOP OF POURED WALL - DECEMBER 17, 2015 = 906.74
0 Tree Condition - Poor
® Catch Basin
PROPOSED TOP OF POURED WALL = (906.7)
0 Sanitary Manhole
0 Power Pole
L'z�G Boulder Retaining Wall
X900.0 Existing Elevation 1
4r:'
x900.OTC Top of Curb Elevation`
x900.OTW Top of Wall Elevation U0r
900 Existing ContourCC Py
j
35.4-
5.4 1
/FZ
• Denotes Iron Monument Found908.2
------------------ 30
C Denotes Set, 1/2" x 14" � � --r
Iron Pipe w/ Plastic Cap
Inscribed R.L.S. 15230. L _ �./ I `i
#6008 SCALE: 1 INCH = 10 FEET
FRONT =09.6
TOP OF ENTRYBLOCK=909 1
x(900.0)
20.00M
Silt Fence for Erosion Control
Proposed Elevation
As -Built Measurement to Foundation
Drainage
TEMPORARY ROCK ENTRANCE
FOR CONSTRUCTION
PROTECTIVE TREE FENCING
<I
L1_
ry
-3
EXISTING AREA CALCULATION:
Lot Area = 10,574 SF
IMPERVIOUS SURFACE:
House = 2,374 SF
Patio Less 150 SF Allowance = 46 SF
Covered Entry = 74 SF Less 50 SF Allowance = 24 SF
Total = 2,444 SF
= 23.1
., 907.8'1-
N
0
e x907.8 lco
907.2 _\_
.0 x x x
1. r
x x906.7
SAN M.H.
TOP RIM=907.29
INVERT=894.8
904.4
X904.0
X904.1
0
X908.4 N
1 i
908.4
0
�1 120.56 MEAS. X
X i
50"ASH 1 x907,4 M ( x907.3
® " IN -= i►
A
N-��(905.5
1� 1 x
,P07.7 1
(905.5)
x o 13.00x
q1 (908.3)
X 14.00 2.0 � 14.00
X906.7
s
qPATIO
196 SF
L 0 T 4
I x907. 14.00
(905.5)
X 907.1x
O W
907.1x
00 25.OM
O O _----
O L025.00 ---- 9.0
Z 00
905.0 906.7x
W�
0. 9Q6,2L,
905.0 • cr
' x906.3
k905.2
12"ALE ;
'x90 .9
X905.6
1
904.1 o°cLO
SAN M.H.®
TOP RIM=903.59
INVERT=894.4
218-151Btopwall reference 163-15 148/12 218-15A
0
0
N
9070
X x 17.00 M
M
°�' o
N PROPOSED HOUSE
#6012
EXISTING FRONT ENTRY=909.1
FIRST FLOOR = (908.55)
GARAGE FLOOR =(906.8)
TOP OF POURED WALL =(906.7)
BASEMENT FLOOR =(898.99)
-
906.9
907.0 x
281PPINE
90 .7
X907.7 ;
r PROPQ
�o I STOCKPILE 1
�\ LOCATION i---=
�Now//
907.0
Ui9 6.5
X907.0
31.4 V)
9.08 --- --- a ---. ---
>- w M 906.9 =
L 00 PROPOS p 4'r SIDEWALK
wo
5.00 4.08 35.46 I -
35.5M
X
905.9
M
n
M
-- X o`f
J
o
o,
32.00 M C;C'JEREC F'CF;:;I i x
00
(906.8) o ' o ;
28"MAPLE
I - 4 a 4 906.5X 28.00 ; x 7
a ° G ° 4 I 906. 904.4x
a ,
G G
o I qG n 4, 60 MAPLE
N o a
I ® x906.1 905.5
N <9 5.7x I x
a
°
a ,
I ° N I 6" HDPE' 'ST. S.
120.41 MEAS. 90
�'lCH DRAT a ° N87°44'02"x904.4
SEE DETAIL G o a °Q CEDAR
X904.2 04.2
a a a
� a
d
p 4 G O G d
a a
F 0 R S L I N D R I V E
to
X904.5
IN
8"CE AR
1
8"CEDAR
0
903.30
903.29E
xsoz.erL
Lj-z tj5-7
`�✓�i � ll7.2�1• �i3� 40 �I
00 F.. C C nj
EXISTING AREA CALCULATION:
Lot Area = 10,574 SF
IMPERVIOUS SURFACE:
House = 1,959 SF
Shed = 57 SF
Patio Less 150 SF Allowance = 292 SF
Total = 2,308 SF
= 21.8%
PROPERTY DESCRIPTION:
Lot 4, Block 2, BIRCHCREST ADDITION,
Hennepin County, Minnesota.
BENCHMARK:
T.N.H. at the NE Corner of Forslin Dr. and Hansen Rd.
Elevation = 906.49.
NOTES:
-Al existing building dimensions are measured to the finished
siding and not the building foundation.
-No Search Was Made For Any Easements.
-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.
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.
60 �/ ff1j,41sj7P XV -
Woodrow A. Brown, R.L.S. MN REG 15230
Dated: 12-17-2015