HomeMy WebLinkAbout3211721430040_10232013LEGEND
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
•
0
•
nn 111.
A •
(1027.76)
GYA),,--W1217C - W7/7
679.5 A71/26X7/j-LIF
_
\ \ LOT 1
BLOCK 5 1,1 027.761
e lei5,1Pb
1 -511Ca X' L'7:1-
\tub; cp. c,o1
v vc-\s‘c
CONc
LOT AREA SQUARE FOOTAGE:
21544 SQUARE FEET
21 CATCH BASIN
EXISTI NG HOUSE ® SEWER MANHOLES
MO MAILBOX
CURB STOP
• UTILITY PEDESTAL
▪ LIGHT POLE
_0_ SIGN
X1895.601 1896.161 893.29 APPROXIMATE SQUARE FOOTAGE*:
PROPOSED BUILDING AREA = 2420
PROPOSED DRIVEWAY AREA = 1563
PROPOSED SOD AREA = 5998
892.88
892.38 894.5
892.29 892.68
892.04
*NOTE:
CONTRACTOR TO FIELD VERIFY
ACTUAL SQUARE FOOTAGES. SOD
ESTIMATE IS MEASURED FROM BACK
OF CURB TO REAR OF HOUSE.
X489.1.601 891.83
1895.291 X1893.671 891.67 891.87 891.01
DECIDUOUS TREE 893.80
890.79 898.23
893.20 890.61 891.28 CONIFEROUS TREE =7,%7 890.27 893.86
897.40 1894.031 890.98 1890.621 1893.361 SILT FENCE 1891.611 890.60 890.39
189101 0 - 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:
Stone brooke 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 = 89+4
GARAGE FLOOR = 893.70
BASEMENT FLOOR (2-STORY) = 885.40
892.00 890.75
893.82 890.53 893.00 892.10
892.50 1893.471 890.90 892.95 891.281 893.59
NN 890.79
1891.981 1893.041 892.84 891.30
P >0892.44 , 6)
1892.271 on,.-
X a92.,91,...6--•
890.92 LOT 3
BLOCK 5
892.81 1892.721 893.05
[892.161 892.39 1892.641 892.08 1892.681 X
X1892.681- - oc„ 01 92 41 x1892.9o1 , 892.05 ,.:*1893.091 7
x,892.9,,X1893 441
I/ ‘1
(1,k° 9")'
891.96
891.85 1891.711
WILDING DEPARTMENT '
OCT 2 3 ?013L7
CITY OF EDINA
I 4' 2
891.78 50 X 891.73 x 1892.471 1891.561 NOTE:
SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
891.67 FOUNDATION AS-BUILT ELEVATIONS:
TOP OF FOUNDATION = 894.06 *1892.221
1891.901
102.0M
1891.591
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
(,0,c--/e(4‘6'4(//A
Fi/v4-(_ 6-4/we As4ei(449--
/206 2-4e -1117-Ai.0.004-$0
REV. NO DATE BY DESCRIPTION DESIGNED
DRAWN
A11.1
CHECKED
AIM
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.
SHEET
1
OF
1
GRADING AS-BUILT 10/22/13 GBL REV. GRADES Stonebrooke 15 30 2,4 45507 , 10-22-2013 .
LOT 2, BLOCK 5 SCALE FEET Engineering Responsible Solutions
COUNTRYSIDE Inn, Aaron J. Mages