HomeMy WebLinkAbout3211721420028-03172014SURVEY FOR :Norton Homes.
Foundation As Built
DESCRIBED AS :Lot 1, Block 2, FRIDLUND'S ADDITION, City of Edina, Hennepin County,
Minnesota and reserving easements of record.
902.9L J 901.1
Exist Home
TOB= 901.9
y,11/11,'
Exist Landscape
Timber
FND IP
890.1 T= 908. 0 T=906.0 B=904.0 902.2 B=904.0 T=910.0 B=907.0905.9
230.50 N89°58'E Plat
E=891.9 =894.2 898.9 230.77 N89°58'4 "E Meas
-903.0 OOOOOOOOO• • • • x 900.3 908.6 Affh-
BM NAI 911.77 x903.2
902.0
Rock Const.
Ent.
I in 0°902.8 I • 0
BM: MH
(..) I 902.93
00
„4=904
"Ty I 44, •
I
I 1/4-1
-
_x
1893.8 919.9 1
16"Oak 9 X 903.2
78c8"
6.
0.00
2.01 A. 14"Map
916.5 UG GAS Marker
19"Ash 913.6
Garage
9 • 2 913.6-1
B=912.0 915.7X
x917.8
912.
ND IP °
12
FD IP
911.1
(911.D
9"A
• 11111:1-2r:Iirak 91 4=1. 916.7
915.2 -Erarigi 26 58956'24"E Meas
BM NAII-1 26 0 N89°56'E Plat 916.53 •
917.2
FND IP 896.9 • 6
Exist Home
F.F.=917.7
0 0 o N.)0 .0 o 0. o
(140
0) 0
9FN12D7IP 01.
-0
CD E o co
LOT SQ. FOOTAGE = 20,456
IMPERV. SQ. FOOTAGE = 2,660
IMPERVIOUS COVERAGE =-1370
As-Bit 3/14/14
912.4 (47--
912.0
903.7
I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION
OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO
SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN.
JOB NO:
PAGES:
House Side -10
Garage Side-10
Front- x
Rear- x SURVEYOR
BER 14376
CAD FILE:
Norton 13 INNESOTA LICENSE NU SCALE: 1 Inch = 30 feet
D. LINDGREN, L
8
13R- 219
(897
917.6
e -8- I I L- I
8=905.6 T=908.8
905.6
43.50
907.2
913.9
Srv's
2'3.00
ci
HEDLUND
PLANNING ENGINEERING SURVEYING
2005 Pin Oak Drive
Eagan, MN 55122
Phone: (651) 405-6600
Fax : (651) 405-6606
17 Oak 89l.8 X
o'
X 893.61 Lo2
2fc ------11"o - , ... 1.- _...2.-" il. • I • I902.01111* ..
903.5 9"Oak 46, . 1 90
90'A4s.1h
I Il -
L
L X X49874 •X v ,..... X 104.25 N89°54'03"E Meas
104.28 N89°56'E Plat
I In -I-L- I I
SA , I tii.t.00ae
ro AMR 0 45'
° PMC
Power Pole
N&S
902.3 co
FND IP
901.1
893.1
SET IP
897.6
House = 2,644 sq.ft.
Pad = 16 sq.ft.
PROPOSED ELEVATIONS
Top of Foundation =912.4
Garage Floor =912.0
Basement Floor = 903.7
Aprox. Sewer Service = Verify
Proposed Elev. = coo.0
Existing Elev. = 000.0
Drainage Directions
Denotes Offset Stake = •
917.9
BENCHMARK,
MH Rim @ 5804 Stacy Ave
Elev= 902.93
z_r
MIN. SETBACK REQUIREMENTS