HomeMy WebLinkAbout0511621330015-06192013L. 1C
943.81
944.4IX 944.47 x944.40
490°00100"W 94.88
TC
-944.16
X945.16 X945.1I
1
- PAVER WALK
X945.24
COR
945.31
945.32
co 945.35
30.7 27.0
40
FEET
0 10 20
SCALE IN
CERTIFICATE OF SURVEY
\s_TC
943.34
EXISTING ELEVATIONS:
TOP OF FOUNDATION = 946.04
GARAGE FLOOR = 945.64
FIRST FLOOR = 946.86
BASEMENT FLOOR = 939.19
NOTES:
I. BEARINGS ARE ASSUMED PER PLAT
2. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE
FACADE.
OFFICE C
44.48
X944.94
X 44.57
X1145.07
x945.I2
4.6>
944.37 0,
944.42
r 4 FT WDF
PROPOSED ELEVATIONS:
TOP OF POOL APRON
TOP OF WATER
POOL BOTTOM (LOWEST)
LEGAL DESCRIPTION:
Lot 2, Block 2, CHAPEL HILL, Hennepin County,
Minnesota.
LOT AREA:
LOT AREA = 11,879 SQ. FT. OR 0.273 ACRES
IMPERVIOUS AREA = 3,506 SQ. FT (29.5%)
BUILDING FOOTPRINT AREA = 2,285 SQ. FT. (19.2%)
ADDRESS:
6005 CHAPEL DRIVE
EDINA, MINNESOTA
BENCHMARKS.
TNH LOCATED ACROSS THE STREET AT
6004 CHAPEL LANE HAS AN
ELEVATION= 946.00 NGVD29.
05-- tiro-at-33-001s-
NA
NA
Field Crew:
CE
LEGEND:
934.0 EXISTING ELEVATION
PROPOSED ELEVATION
DIRECTION OF DRAINAGE
CURB STOP
LOWEST POSSIBLE FLOOR
TOP OF CURB
IRON MONUMENT FOUND
ELECTRIC BOX
TELEPHONE BOX
CABLE TV BOX
SET CAP IRON MONUMENT 18425
STORM MANHOLE
SANITARY MANHOLE
EXISTING ELEVATION
DECIDUOUS TREE
LIGHT POLE
SETBACK LINE
OU
OVERHEAD UTILITY LINE
reixe&
Signature
- rye_ -
13c7te 6/I9713
6005 CHAPEL DRIVE
EDINA, MINNESOTA
LOT 2, BLOCK 2, CHAPEL HILL
IP 15230_ .
>C945.47 945.23 '
1r
24" LOCUST I
i
945.51
I 946.48
011
X946.72
I I
is.bo X948.67 X9
946.49
1/20PEN_
946.26
9,e3.
I o II 01
oil CA 945 28
X9478 X945.32 1
944.28
I
x947.77
<948.0I
t948.02 x947.08
Tc
- - --
946.30
944.99
4 Fl WDF
946.28
J:945.40
CONCRETE
DRIVEWAY
945.50 COR
945.53 2' 0.H - • 20.8
944.19 944.12
944.60
GARAGE
(2 STALL)
COR
945.30 cc,
20.1 cp'.
vt: 9.8
L-
5i5‘ • 5r 0
SUMP OUTLET,
X944.96
It) cst
x9
2
5.:.2111.1LAGE AND UTILITY
•
4 FT WDF JN90°00100E 94.88\4 FT WDF
r- 944.04 944.39
G
X945.60 )
WOOD DECK
ri
946.78 yila
EASEMEI
x945.0
30" BOXELDER
/
\ I
/ LANDSCAPING
X944.65
15° CRAP
G E AN
D UT
IL
IT
Y
EA
S
EM
EN
T
= 945.55
= 945.05
= 937.0
g.). oo_S-
Date Staked:
6/9/13
Checked By:
CE
Drawn By:
GB nse Numbe 46563
ctrt' Ac°
"3 tn
f> X rt.
CHAPEL DRIVE
COR
946.93
COR
946.86
X945.06
EXISTING
I-STORY HOUSE
WINDOW FULL
i--WELL -\ BASEMENT 944.05 \
COR \-94410 945.36 \ 23.8
111 _X945
▪
.68
2
COR
L( 945.50 co 15.3
943.61
x944.06 934.0
cs
LFE
TC
ID
(P)
1 hereby certify that this plan. specification or report
was prepared by me or under my direct supervision
and that I urn a duly Licensed Professional Land
Surveyor under Minnesota statutes 326.02 to 326.16.
Print Nome GARY J. BJORKLUND
\ Tr
943.43
TNH
_41,7946.00
8.0
`b.