HomeMy WebLinkAbout20404 Galveston Place-SurveySTO
Drainage
a
n
d
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
per the pl
a
t
o
f
C
E
D
A
R
H
I
L
L
S
3RD AD
D
I
T
I
O
N
Proposed House
Springfield EN06, Elev. A3
Full Basement
Lowest Floor Elev. = (1021.03)
1
22021GARGOYLE LANEWATWATWATWATWATWATWATWATWATWATWAT
WAT
WAT
WAT
WAT
WAT
WAT
WA
T20211
2STOSTOSTOSTOSTOSTO
STOSTOSANSANSANSANSANSAN
SANSANSANSA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SANBuilding Pad per Grading PlanBuilding
Setback1010 105
5
101010
LOT 1
10
(1026.9)
GALVES
T
O
N
P
L
A
C
E
N77°01
'
1
2
"
W
9
5
.
5
1
N14°00'49"E 132.57L=63.82R=310.00Δ=11°47'45"1026.8
N77°33'
4
1
"
W
8
0
.
3
7
L=4.95
R=180.
0
0
Δ=1°34
'
3
0
"N12°26'19"E 69.98(1024.0)
1024.2
(1027.8)
1027.1
(1025.1)
1024.9
S
S
S
60.00 foot Public Right of Way25.50Garage
Porch
(1026.16) X
1026.4
2
T
C
X
1025.74TC X1024.4
5
R
E
X
1024.6
2
R
E
X
1025.5
1
T
C
X
1026.4
2
T
C
X
1026.8
6
R
E
X
Propo
s
e
d
S
i
d
e
w
a
l
kProposed SidewalkProposed Sidewalk15.00
39.75
20.31
29.385.13
20.5010.002.0020.0017.756.
19
10.5029.7522.1314.87
23.76
25.5851.8955.101027.36
1025.26
1026.56
1025.75
60.00 foo
t
P
u
b
l
i
c
R
i
g
h
t
o
f
W
a
y
(1028.70)
(1
0
2
8
.
2
)
X
15.006.120.12 4.335.83
4.33Egress Well
X (1028.4)X
(1028
.4
)
X (1027.9)
X (1027.9)Sidewalk(9.5%)Drain Tile
1028
1026
1026
10241028
102810261028
1028
1
02
6
1025
.
0
7
T
C
X
1026.0
9
T
C
X
1026.8
8
T
C
X
1027.36TC X
CS
CO
CO
TV
X
1
0
2
6
.
4
1025.
9
X
1027.0
X
X 10
2
5.
5
166584.
6
0
N
527381.
1
1
E
166574.54 N
527354.45 E
166598.63 N
527339.81 E
166723.00 N527360.00 E
166692.05 N527455.84 E
166696.65 N527456.94 E
Drain TileCleanout13.81
27.26 55.6555.281024
16.00
21.67
N:\0025850.01\DWG\SURVEY\3RD ADD\0025850.01B10L01 3RD.DWGMJW
BTW
.FIELD CREW:
DRAWN:
CHECKED:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
Toll Free (888) 937-5150
:HVWZRRG3URIHVVLRQDO6HUYLFHV,QF
Lakeville, Minnesota
Cedar Hills
Certificate of SurveyLennar
PROJECT NUMBER: 0025850.01
0'20'40'
1) Curb & gutter and utilities are existing.
2) Building dimensions do not reflect brick facing.
3) Grading Plan by Westwood Professional Services Inc.
initial submittal date 02/06/20.
4) Building shown reflects Springfield foundation plan,
sheet A2, dated 03/01/2023.
Lot 1, Block 10, CEDAR HILLS 3RD ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 20404 Galveston Place
LEGEND
CABLE TV BOXTV
NATURAL GAS METERG
STREET LIGHT
ELECTRIC BOXE
ELECTRIC METERE
SANITARY MANHOLES
SEWER CLEANOUTCO
CATCH BASIN
STORM MANHOLEST
TELEPHONE BOXT
GATE VALVE
HYDRANT
WATER METERW
CURB STOP BOXCS
WATERMAIN
SANITARY SEWER
STORM SEWER
SAN
STO
WAT
FLARED END SECTION
Garage Floor Elev. = (1028.70)(at overhead door)
Top of Poured Foundation Wall Elev. = (1029.03)
Lowest Floor Elev. = (1021.03)
I hereby certify that this survey 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.
04/19/2023
Mathew J. Welinski Date
Minnesota License No. 53596
matt.welinski@westwoodps.com
Denotes iron monument foun
Denotes iron monument set
x xxx.x Denotes existing elevati
x (xxx.xx) Denotes proposed eleva
Benchmark- Minnesota
Department of
Transportation Control
Point "1914 H", Elevation
959.11 (N.A.V.D. 1988), no
graphically shown.
IMPERVIOUS SURFACE CALCULATIONS
Lot area = 11,716 sq. ft.
House area = 1,863 sq. ft.
Porch area = 82 sq. ft.
Driveway and Sidewalk = 764 sq. ft.
Impervious area 2,709 sq. ft. / 23.1% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = -233 cubic yards
Finished Lot Grading= +208 cubic yards
Swell Factor (10%)= +21 cubic yards
Material (excess)-4 cubic yards
NW Quarter, Section 27, Township 114, Range 20
Zoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' Corner
RY - 30'SY Buffer - 30'RY Buffer - 50'
The curb box, drain tile cleanout, and catch
basin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
EROSION CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Draintile connection required.
ENGINEERING REVIEWED
Date:__________________04/19/2023 asobottka