HomeMy WebLinkAbout1902824120076-08182015SITE ADDRESS: 5504 KELLOGG AVE.
EDINA, MN 55424
rcl-on [a• 00710
EXISTING ELEVATIONS:
FRONT ENTRY =
�`P1fr1� l
(3 I � 7
Legend
x x
Fence
0
Sanitary Manhole
0
Deciduous Tree
Q895. x 895.
Concrete Curb
N 895.
Flagstone Retaining Wall
x894.5 �-
Proposed Retaining Wall
X900.0
Existing Elevation
X(900.0)
Proposed Elevation
x900.OTC
Top of Curb Elevation
x900.OTW
Top of Wall Elevation
x900.013W
Bottom of Wall Elevation
-900- �
Existing Contour
,--900-
Proposed Contour
• Denotes Iron Monument Found
O Denotes Set, 1/2" x 14"
Iron Pipe w/ Plastic Cap
Inscribed R.L.S. 15230.
x Q894. As -Built Elevation
5504
894.4
EXISTING ELEVATIONS:
FRONT ENTRY =
897.0
TOP OF BLOCK
= 895.5
GARAGE FLOOR
= 895.1
ROOF PEAK EL.
= 917.7
EXISTING AREA CALCULATION:
Lot Area = 7,988 SF
IMPERVIOUS SURFACE:
House = 1,624 SF
Deck Less 150 SF Allowance = 34 SF
Total = 1,658 SF
= 20.8%
PROPOSED ELEVATIONS:
FIRST FLOOR = (897.00) 897.16
BASEMENT FLOOR = (886.68)
TOP OF FOUNDATION = (896.81)
GARAGE FLOOR = (895.50) 895.
AS -BUILT AREA CALCULATION:
Lot Area = 7,988 SF
IMPERVIOUS SURFACE:
House w/ Overhang = 2,250 SF
Front Stoop Less 50 SF Allowance = 0 SF
Rear Stoop Less 50 SF Allowance = 0 SF
Rear Patio = 172 SF Less 150 SF Allowance = 122 SF
Front Landing = 28 SF
Total = 2,400 SF
= 30%
X
(894.1) 'i'
894.1)( o
1.1 x894.6
X
894. x
X 894.
I
L_
v
FINAL AS -BUILT SURVEY FOR:
BOISCLAIR, LLC
x 894. 894.7 E
x;
894. Xr
895-�"
895.
x (895 _Q)-__ ._,.. _
894.4
�
x 30.7
-------'mac 894. ------
895
Wx
895.
I
892
X
O
x
Lo D7
a
g5
L0
Q895. x 895.
N 895.
eo
O
x894.5 �-
O
x }
z �
x 94.
O
8?4.1
x I
89A
FINAL AS -BUILT SURVEY FOR:
BOISCLAIR, LLC
x 894. 894.7 E
x;
894. Xr
895-�"
895.
x (895 _Q)-__ ._,.. _
APPR_ OVER
BY:
DEPT:
DATE:
BY:
DEPT:
DATE:
BY:
DEPT'
DATE:
11
#5500
FRONT ENTRY=896.2
TOP OF BLOCK=895.0
ROOF PEAK EL.=925.9
S89° 19'41 "E
133.7 PLAT 133.39 M
(894.8) � SWALE M x 894. 4'
94. o o ci onCc
HOUSE
#5504
I PROPOSED ELEVATIONS:
STOOP
FIRST FLOOR = (897.00) 97,1
/BASEMENT FLOOR - (886.68
/ TOP OF FOUNDATION = (896.81
GARAGE FLOOR = (895.50) 895.
("894.1
` NI
. U0 a)
SW- ALE ► (893.7))(
10.00'
STOOP
1 .48
0x L OT 21""�'�
(0 x 895. 95. 95. x1. 895.0 /
894. NEW DRAIN 6" BELOW 1.0i' ONERFIANO
EXISTING GRADE i
X
X. 5' FROM PROPERTY LINES 895. is L6
00
894. 895. x
X �•-- -- x 895. �d --- / WINDOW WELL
T / R (GRAVEL PATIO AREA) �S
co
X 89 0'° O �o,``� WINDOW WELL
S _ (O,
X894.71. -
0895. x894.8 k 95. 895. x 895.1 - - - - -
894.7 895. ,n 895. X M
(894.7)
ColLO133.34 PLA 895• x`133.85 MEAS. ic"O
0
i" N89" 10'38"W
1.
#5508
HOUSE UNDER CONSTRUCTION
HOUSE LOCATION PER SURVEY PROVIDED
BY OLIVER SURVEYING AND ENGINEERING, INC.
127-15 138/74 REF: 13-14 132/49
I n -T-
L
L_ \I/ I
34.5
M
00
x 93. I
C140000 x 00
1 (891.8) I1
891.8 x x891.41
Ln
a)
X894.3 _ - -
�
9g \ 93.9
I
898
\
x8933LO
g
I
/3
���•
\
00 00 1
1
/ui
z
I
I
I
LO
/ 3
894.9)(
1
x
I
895.5
8?4.1
x I
89A
95.
895-
'
00,
I
895.4
12' x 14'
PATIO
APPR_ OVER
BY:
DEPT:
DATE:
BY:
DEPT:
DATE:
BY:
DEPT'
DATE:
11
#5500
FRONT ENTRY=896.2
TOP OF BLOCK=895.0
ROOF PEAK EL.=925.9
S89° 19'41 "E
133.7 PLAT 133.39 M
(894.8) � SWALE M x 894. 4'
94. o o ci onCc
HOUSE
#5504
I PROPOSED ELEVATIONS:
STOOP
FIRST FLOOR = (897.00) 97,1
/BASEMENT FLOOR - (886.68
/ TOP OF FOUNDATION = (896.81
GARAGE FLOOR = (895.50) 895.
("894.1
` NI
. U0 a)
SW- ALE ► (893.7))(
10.00'
STOOP
1 .48
0x L OT 21""�'�
(0 x 895. 95. 95. x1. 895.0 /
894. NEW DRAIN 6" BELOW 1.0i' ONERFIANO
EXISTING GRADE i
X
X. 5' FROM PROPERTY LINES 895. is L6
00
894. 895. x
X �•-- -- x 895. �d --- / WINDOW WELL
T / R (GRAVEL PATIO AREA) �S
co
X 89 0'° O �o,``� WINDOW WELL
S _ (O,
X894.71. -
0895. x894.8 k 95. 895. x 895.1 - - - - -
894.7 895. ,n 895. X M
(894.7)
ColLO133.34 PLA 895• x`133.85 MEAS. ic"O
0
i" N89" 10'38"W
1.
#5508
HOUSE UNDER CONSTRUCTION
HOUSE LOCATION PER SURVEY PROVIDED
BY OLIVER SURVEYING AND ENGINEERING, INC.
127-15 138/74 REF: 13-14 132/49
I n -T-
L
L_ \I/ I
34.5
M
00
x 93. I
C140000 x 00
1 (891.8) I1
891.8 x x891.41
Ln
a)
X894.3 _ - -
�
9g \ 93.9
I
898
\
x8933LO
I
���•
\
00 00 1
1
/ui
I
\
\
I
I
I
LO
CONCIRETE DRIVE
894.9)(
+ `p9S 89A
8?4.1
x I
89A
.
+895
'
00,
I
895.4
cy,
0)
I L000
=
LANDING
8yR
I }
�
O
I I
x89 .11
1 24'OAK I �11
1 ( I
i O I
894.7)( / 894.0 o
+ �i / p I
SO 18"OAK I I
S i x I
+ x894.4 x89P 2 892 1- x1 91.2
89s 1 1 I
894.2 x89.x2 1 I 8190.7
(
R
---� - - - (984:0 - - - - Oi- 4 - 1 89(�.5T/C
I ---- x 92.1--- I -j
!/
�� (-s2.1)
1+10' + °° N
00 F
89 ---- 1
+ + o
RID
AN M.H.
TOP=891.20
INV.=880.80
z
W
X
N
000
I SAN
30
0
0
[nl
P
SERVICE
=880.3±
SCALE: 1 INCH = 10 FEET
PROPERTY DESCRIPTION: Lot 2, Block 11, SOUTH HARRIET PARK,
Hennepin County, Minnesota.
BENCHMARK: T.N.H. at the NE Corner of Kellogg Ave. and W 55th St.
Elevation = 893.54.
NOTE: No Search Was Made For Any Easements
NOTE: The location of all utilities shown are 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.
Woodrow A. Brown, R.L.S. MN REG 15230
Dated: 08-18-2015
W. BROWN LAND SURVEYING, INC.
8030 Cedar Avenue So., Suite 228.
Bloomington, MN 55425
Bus: (952) 854-4055
Fax: (952) 854-4268
Drawing: Date: 08-18-2015
127-15 Scale: 1 Inch = 10 Feet Of