HomeMy WebLinkAbout7356 204th St SurveyGATEWAY DRIVE204TH S
T
R
E
E
T
LOT 10
Drainage and Utility Easement per the
plat of CEDAR HILLS 2ND ADDITION
Building Pad per
Grading Plan
Building
Setback
6
Proposed House
Bristol EN12, Elev. B3
Lookout
Lowest Floor Elev. =
(1002.93)
Top of Foundation @
Lookout Elev.= (1006.10)
SAN
SAN
SAN
SAN
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SAN
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SANSANSANSANSANSANSANSAN
STO
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(1007.9)
1007.1
(989.8)
990.8
(1008.5)
1007.5
10
1010
1010(1010.6)
1010.3
L=61.69
R=770.00
Δ=4°35'24"
22.85
N78°52'
3
3
"
W
N06°29'17"E 176.87N87°02'08"W 118.62 L=169.92R=405.00Δ=24°02'20"Proposed SidewalkProposed S
idewalk
(1010.60)
10.00 2.0020.00
20.7914.87
30.7538.7526.046.1323.5019.97
14.88
20.7915.00
16.05
Garage
PorchSidewalk(5.5%)29.4651.5495.871002.90
1007.52
1008.31
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166392.91 N
526562.23 E
Drain
Tile
Cleanout
X (1008.12)60 foot Righ
t
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f
W
a
y
31.00
60 foot Right of Way10
1
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S
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1004
N:\0025850.01\DWG\SURVEY\2ND ADD\0025850.01B06L10 2ND.DWG1
1
02/28/2022
MJW
BTW
SHEET NUMBER:
DATE:
OF
.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
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
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 facin
3) Grading Plan by Westwood Professional Servi
initial submittal date 02/06/20.
4) Building shown reflects Bristol foundation pla
sheet A2, dated 12/01/2021.
Lot 10, Block 6, CEDAR HILLS 2ND ADDITION,
according to the recorded plat thereof, Dakota
County, Minnesota.
Address- 7356 204th Street
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. = (1010.60)(at overhead door)
Top of Poured Foundation Wall Elev. = (1010.93)
Lowest Floor Elev. = (1002.93)
Top of Foundation Wall @ Lookout Elev. = (1006.10)
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.
03/22/2022
Mathew J. Welinski Date
Minnesota License No. 53596
matt.welinski@westwoodps.com
Denotes iron monument found
Denotes iron monument set
x xxx.x Denotes existing elevati
x (xxx.xx) Denotes proposed eleva
Benchmark- Minnesota Departmen
Transportation Control Point "1914
Elevation = 959.11 (N.A.V.D. 1988),
graphically shown.
IMPERVIOUS SURFACE CALCULATIONS
Lot area = 16,420 sq. ft.
House area = 1,824 sq. ft.
Porch area = 92 sq. ft.
Driveway and Sidewalk = 812 sq. ft.
Impervious area 1,728 sq. ft. /
16.6% of total of lot area
LOT GRADING CALCULATIONS
Basement Excavation = 125 cubic yards
Finished Lot Grading=215 cubic yards
Material (needed)90 cubic yards
(needed)
Zoning = RST-2FY - 20' House, 25' Garage
SY - 7' Interior, 20' CornerRY - 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.
*Draintile connection required.
EROSION CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________03/22/2022 lritchie