HomeMy WebLinkAbout14145 BELFAST CT - OriginalCertificate for:
Construction Project Services, Inc.
SAMUELSON SURVEYING INC.
118 North Fourth Street :R Samuelson
Cannon Falls, MN 55009 egistered Land Surveyor
SURVEYOR'S CERTIFI
N 89'22'21" W
17.71'
10'
10
L
„W C0R
rDRAINAGE UTILITYr
EASEMENT
O
DENOTES
97.90
x 977.20
9 80 ERM
TOP
BLOCK 1
LOT 15
TOP BERM
LEGAL. PESCRIPI1CN
LOT 15, BLOCK 1,
COR BISCAYNE POINTE
ACCORDING TO THE RECORDED PLAT THEREOF,
DAKOTA COUNTY,SOTA
ADDRESS, 14145 BELFAST CT.
ROSEMOUNT, MINNESOTA
975.90
TOE
N
1 0 (L
ske
0 DENOTES FOUND IRON PIPE
X 973.32 DENOTES EXISTING ELEVATION
(976.64) DENOTES PROPOSED ELEVATION
D DENOTES OFF —SET HUB
(976.54
976.3
5 00
r
76.52
15'OS
S 88'20'15" W
LOT 14
DIRECTION OF SURFACE DRAINAGE
PHONE (507) 263 -3274
s CL:
rr a s2
(976.64);
976.2 i/
NOTE: VERIFY ELEVATIONS Sc DIMENSIONS PRIOR TO CONSTRUCTION
913 -S&
TOP OF
BENCHMARK =TOP NUT HYDRANT
FIRST HYD EAST OF BISCAYNE AVE. ON
NORTH SIDE OF BELFAST STREET WEST (LOTS 3 4)
ELEVATION= 974.86
k 976.4
976.4
977.1
(976.64) Mai
j L
r
5 sn 38.49'
TBACK
140.16' (976.64)
977.00
GAR.COR.
78/,8/ TOP OF BLOCK ELEVATION
`l l r /'f =TOP OF FINISHED GARAGE FLOOR
BASEMENT FLOOR ELEVATION
Bk: 23 pg. 50
SCALE 1 =20'
LOT 16 DRIVEWAY WIDTH
INSTALL,FORD A -1 METER BOX
COVER OVER CURB BOX IN DRIVEWAY
2 6
1 7
J
0 0 0 0
g;, G
CID
'974.20
PROP COR
Engineering Reviewed
-Date: WE
EROSION CONTRdL
MUST BE IN PLACE
BEFORE FOOTINGS
PASS INSPECTION
NO SPOIL PILES
IN RIGHT -OF -WAY
974.20
PROP COR
973.14
TOP CURB
BELFAST CT.
973.32
TOP CURB
Dated June 4, 1999
V. Richard Samuelson
Minnesota Registration No. 16998
Sao CIL
elagRod
1S'
973.02
TOP CURB
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Registered Land Surveyor under the laws of
the State of Minnesota.