HomeMy WebLinkAbout3211721430040-102313X 891.70
890.60
891.30
891.96
1893.321
15 30
SCALE FEET
REV. NO. DATE BY DESCRIPTION
10/22/13 GBL REV. GRADES
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.
EAVI UG,.. Aaron J. 1.1aqes 0-22-2013
DESIGNED
0.11.1
DRAWN
Alt1
CHECKED
tom
- Stonebrooke
Engineering Responsible Solutions
GRADING AS-BUILT
LOT 2, BLOCK 5
COUNTRYSIDE /(2 5507
SHEET
1
OF
1
0‘e WA V
FM/4-C- --APIA06 /964a(A9---
124262--11 411-A1.0.0040
SET BACK REQUIREMENTS:
- FRONT SETBACK IS THE AVERAGE OF THE FRONT
STREET SETBACKS ON THE DWELLING UNITS ON THE
TWO ABUTTING LOTS
- 5' SIDE GARAGE TO PROPERTY LINE
10' SIDE HOUSE TO PROPERTY LINE
THE REQUIRED SIDE YARD SETBACK SHALL BE
INCREASED BY 6 INCHED FOR EACH FOOT THE
BUILDING EXCEEDS 15'.
- 25' REAR HOUSE TO PROPERTY LINE
LEGEND
MONUMENT FOUND
IRON PIPE MONUMENT SET
WOOD HUB SET
DENOTES DRAINAGE ARROW
EXISTING SPOT ELEVATION
PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
FIRE HYDRANT
CATCH BASIN
SEWER MANHOLES
MAILBOX
CURB STOP
UTILITY PEDESTAL
LIGHT POLE
SIGN
DECIDUOUS TREE
CAW/NC 2-15 -,81/7/: _77
16 05 y .G71:77/: = 1?0,1,P J/A/7
LOT 1
BLOCK 5
nr/AF4°
-54
VC-v‘c
891.01
893.78 893.29
892.88
892.38
, ' X X1892.7819, ") 892
892.04
892.29
(893.38 .51
X4E+9.1 891.83
891.67
c.c30 :50)
1896.161
893.85
S
X 894.42
-0- CONIFEROUS TREE
SILT FENCE
BIOROLL
LEGAL DESCRIPTION:
Lot 2, Block 5, COUNTRYSIDE,
according to the plat thereof, on file and of record
in the Office of the Hennepin County Recorder.
SURVEYOR:
Stonebrooke Engineering, Inc.
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
PROPOSED ELEVATIONS:
FIRST FLOOR =895.30
TOP OF FOUNDATION - 894.1
GARAGE FLOOR = 893.70
BASEMENT FLOOR (2-STORY) = 885.40
NOTE:
SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
890.79
890.61 891.28 X1893.771
x
jX1893.211
X1893.101-
893ea F Et‘tC,E
X 893.00,
890.27
1890.621
890.75
890.98
892.00
1891.611
92.78
893.53 1893.481
890.90
890.79
t891.281
9(.92
(<-1
892.10
891.63
891.981
892.50
892.08
891.78
891.67
X 891.73
1892.161
1891.591
1891.561
1891.901
1892.721
891.85 1891.711 CEDER
891.501
893.82
1892.581
893.59
1892.681
893.05
892.05
J893.041
X #9277 P34
1892.271 n
X1892.63 DC
\f'S
x1892.901
cep 893.0911
, Y1893.44 Q0-1-
X1892.921
893.47-1
892.41
892.39
892.81
1
2.
893.191
X1892.841
1892.641
892.95
893.33
LOT 3
BLOCK 5
X
BUILDING DEPARTMENT
OCT 2 3 ?PAL-
CITY OF EDINA 'N 0,01-
FOUNDATION AS-BUILT ELEVATIONS:
TOP OF FOUNDATION = 894.06
891.87
890.39
•
11027.761
0
@
1=1413
_0_
LOT AREA SQUARE FOOTAGE:
21544 SQUARE FEET
APPROXIMATE SQUARE FOOTAGE*:
PROPOSED BUILDING AREA = 2420
PROPOSED DRIVEWAY AREA = 1563
PROPOSED SOD AREA = 5998
*NOTE:
CONTRACTOR TO FIELD VERIFY
ACTUAL SQUARE FOOTAGES. SOD
ESTIMATE IS MEASURED FROM BACK
OF CURB TO REAR OF HOUSE.
1892.051
It392.221
1892.471