HomeMy WebLinkAbout18173 Hounds Drive-SurveyHOUNDS DRIVE7
Drainage and Utility Easement
Building Setback
18173 Hounds Dr
1046.
7
9
1044.
9
9
EX CB
RIM=1045.26
1043.
5
5
1041.
9
1
1045.
3
9
U
EX CB
R=1044.12
I=1042.32 N
I=1042.56 S U
PROPOSED
GARAGE
PROPOSED
FULL BASEMENT
I I I
I I I
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>IIIIIIIII>>>>>>>>11.5011.5018.549.106.0023.54
PROPOSED
DRIVEWAY
8.2% SLOPE
S00°46'19"E70.60N00°46'19"W 70.60N89°13'41"E 125.00
S89°13'41"W 125.00
N:177916.63
E:519984.48
Curb StopEGRESS
WELL
47.7
1045.601046.901049.451049.6530
725
10 510
1046.60HP10.464.0010.009.104.00
10.006.0020.46
23.5444.0044.00
12.504.00
6.048.00
21.469.504.00
2.010.505257
292025.3
29.31043.64HP1045
.
6
8
104
5
.
7
7
104
2
.
5
8
1043.
2
01042.161042.621046.90104
7
.
1
0
10
4
5
.
8
8
1045.88
1047.10
1046.78 1043.95
1044
.
9
7
1047.10
1046.90
10
4
5
.
6
5
1
0
4
2
.
8
4
1044104610461048
1044
104610461046
104610
4
6 104410441042
1042
1044
1047.
1
0
1045.88
Exposed Foundation 6.00
PORCH25303 L7B6
DATE
REVISION SCHEDULE
DESCRIPTION BY
PROJECT NO.
CAD FILE NAME
DRAWN BY
DESIGNED BY
ORIGINAL ISSUE DATE
CLIENT PROJECT NO.
REVIEWED BY
PROJECT
SHEET
TITLE
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,FILE LOCATION: S:\PROJECTS\25000 PROJ\25300-25399\25303 STREEFLAND PROPERTY - LENNAR - LAKEVILLE MN\25303 CIVIL-SURVEY\SURVEY PRODUCTION DRAWINGS\LOT CERTS\BLOCK 6\LOT 7\25303 L7B6.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
--/--/--
LAKEVILLE MINNESOTA
JW
---
---
LENNAR
CORPORATION
CASLANO
LOT 7, BLOCK 6
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT 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.
DATE LIC. NO.11/13/23 45817
MARK A. SCHWANZ
CONSTRUCTION NOTES:
1.Install rock construction entrance.
2.Install silt fence as needed for erosion.
3.Sidewalks shall drain away from house a minimum of
1%.
4.Contractor must verify driveway design.
5.Contractor must verify service elevation prior to
construction.
6.Add or remove foundation ledge as required.
GENERAL NOTES:
1.Grading plan by ISG last dated May 9, 2022 was used
to determine proposed elevations shown hereon.
2.This survey does not purport to show improvements or
encroachments, except as shown, as surveyed by ISG
or under my direct supervision.
3.Proposed building dimensions shown are for horizontal
location of structures on the lot only. Contact builder
prior to construction for approved construction plans.
4.No specific soil investigation has been performed on
this lot by the surveyor. The suitability of soils to
support the specific house proposed is not the
responsibility of the surveyor.
5.If building footprint exceeds the building pad, additional
earthwork and testing will be required to meet the
requirements as outlined within the geotechnical report.
6.This certificate does not purport to show easements
other than those shown on the recorded plat.
7.Bearings shown are based on the Final Plat.
8.Site address is 18173 Hounds Drive, Lakeville, MN
55044
9.House/Basement type: Washburn EH05 E3 - Left - Full
10.Building dimensions shown are based on Main Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on November 10,
2023.
BENCHMARK:
Top nut fire hydrant located in the NE quadrant of Hideaway
Trail and Highview Avenue.
Elevation = 1038.03 feet
AREA TABLE:
House/Garage Area = 2,120 sq. ft.
Porch Area = 157 sq. ft.
Driveway/Walk Area = 890 sq. ft.
Total Impervious Area = 3,167 sq. ft.
Lot Area = 8,825 sq.ft.
Impervious Coverage = 35.9%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1047.1
Top of Foundation = 1047.4
Lowest Floor = 1039.4
LEGEND
Proposed Building
Sanitary Line
Water Line
Storm Line
Curb Stop
Manhole/Catch Basin
Cleanout
Utility Pedestal
Transformer
>
>>
I
Set Lath at Property Corner
Offset Iron
Existing Contour
Proposed Contour
Proposed Elevation
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
982.2
982
982
.
5
985.0
5
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -258
Calc Common Fill 359
Driveway*-23
Basement Slab -37
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%72
Total Cut -375
Total Fill 431
Total (±)56U