HomeMy WebLinkAbout3311721220070-04292015,
SI39•44'19"E 75.00 I
931.591
X1932.43I
X1932.071
X
1.>1932.471
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j932.451
LOT 3
933.381BL0CK 6
X1933.361 X1933.1
8933.241
(19.3u3„ 41211
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DATE BY CHK DESCRIPTION REV NO
10 20
SCALE FEET
SHEET
1
OF
1
GRADING AS-BUILT
LOT 4, BLOCK 6
Aaron I Mann E
Stonebrooke
Enginacring Revensible So1eAlan'
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER My DIRECT SUPERVISION AND THAT (AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SIGNED AIM
DRAWN
(PG
CHECKED
WESTCHESTER KNOLLS
41
LEGEND
.9v
MONUMENT FOUND
0 IRON PIPE MONUMENT SET -Ca - Y
1111 WOOD HUB SET
n 11110. DENOTES DRAINAGE ARROW
A. EXISTING SPOT ELEVATION X \
(1027.76) PROPOSED ELEVATION
AS-BUILT ELEVATION
PROPOSED CONTOURS
EXISTING CONTOURS
CURB STOP
DECIDUOUS TREE
TREE REMOVAL
S F- SILT FENCE
-0 BIOROLL
(A) IF THERE ARE GUTTERS THEY
SHALL BE DIRECTED TO BURIED
DRAINS AND THE FLOW MUST BE
INFILTRATED PER TRENCH DRAIN
DETAIL
(B) CONSTRUCT SWALE BEHIND
RETAINING WALL TO DIRECT
DRAINAGE NORTH
PROPOSED ELEVATIONS:
FIRST FLOOR = 943.82
TOP OF FOUNDATION = 941.80
GARAGE FLOOR = 941.13
BASEMENT FLOOR (WO) = 933.3
EXISTING ELEVATIONS:
FINISHED FLOOR ELEVATION = 942.82
SURVEYOR:
Stonebrooke Engineering, Inc. I
12279 Nicollet Ave. S.
Burnsville, MN 55337
Phone: 952-402-9202
Fax: 952-403-6803
www.stonebrookeengineering.com
LEGAL DESCRIPTION:
Lot 4, Block 6, WESTCHESTER KNOLLS,
according to the plat thereof, on file
and of record in the Office of the
Hennepin County Recorder.
LOT AREA SQUARE FOOTAGE:
10452 SQUARE FEET
SET BACK REQUIREMENTS.
34.48' (FRONT SETBACK IS THE AVERAGE OF THE
FRONT STREET SETBACKS OF THE DWELLING UNITS
ON THE TWO ABUTTING LOTS)
10' GARAGE SIDE SETBACK
13' HOUSE SIDE (MINIMUM 10' SIDE HOUSE TO
PROPERTY LINE. THE REQUIRED SIDE YARD SETBACK
IS INCREASED BY 6 INCHES FOR EACH FOOT THE
BUILDING EXCEEDS 15'.)
25' REAR HOUSE TO PROPERTY LINE
NOTES:
-SEE BUILDING PLANS FOR
ARCHITECTURAL DIMENSIONS.
CONTRACTOR SHALL VERIFY
DIMENSION & EXTENT OF
BUILDING PAD SOILS CORRECTION.
-WATER AND SEWER SERVICES WILL
REMAIN UNCHANGED IN PUBLIC R/W.
l/i/V24_,P_//176)' z4S-iY U17 77
'17V:a VA7 1z-7A7 -z: f:t4.4, iv:47
-930,
X 933.04 \
933.16
1933.311
932.52
1932.451
1932.511
EEEILE1
V;
co "P•100
1934.091
-X 932.9 1933.451
1933.821
QOM 1935.201
z
1932.651
6
W=934.5
TWIN3
TW=937.5
!fi 936-.74 MEE
1011
934.82 932 66
1937.501
1938.081 LOT 5
BLOCK 6
1W-941.3
BW=938.3
932.66
.57,T67' CD
a)
EXISTING
HOUSE (WO)
'1A41: J940.081 El ELF. II
940 62 1941.011
EXISTING
GARAGE
4tt:#4,1
09' -x
1941.501
941.06
941 oi
X194o.791 (941)
34.47- SETBACK LINE
941.34
940.66
EXISTING
GARAGE
N)
• IA' 41.00'
941.06 938.88
941.01
940.87
1940.281 X
X
Xx 1941.041
1940.251
ct4t; 1940.821
X1940.93L
;I- 3 1 U0 P
11 64' ") ° -X940.98
X 940.16*
- 1940.74
_(941)-a----'
`g .4c,„xu,
EXISTING
HOUSE
EXISTING
HOUSE
co
"00010°
940.74
E•74 ni
940.32 1940.151
X
EDGE BITUMINOUS
531a. W itNAscr Ave-
VT• • co 7c,
940 34
APPROXIMATE SQUARE FOOTAGE*:
PROPOSED BUILDING AREA = 2326
PROPOSED DRIVEWAY AREA = 1188
PROPOSED IMPERVIOUS AREA = 3514
EXISTING IMPERVIOUS AREA = 2476
/THE BUILDING AREA OCCUPIES 22.3% OF
THE LOT. (25% OF THE LOT IS THE
MAXIMUM ALLOWABLE BUILDING AREA)
11027.761
1936.971