HomeMy WebLinkAbout18190 Hounds Drive-SurveyHOUNDS DRIVE27
18190 Hounds Dr
R=1050.84
EX STM MH
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R=1050.78
EX SAN MH
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R=1049.96
EX SAN MH
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R=1036.91
EX CB
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R=1051.90
EX SAN MH
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I>>>>>>>>>>>>>>>>>>>IIIIIIII>>>>>>PROPOSED
WALKOUT
PROPOSED
GARAGE
PROPOSED
DRIVEWAY
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(to walk)
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E:520045.73
Drain Tile Cleanout
Curb Stop
N:177763.38
E:520061.08
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25303 L27 B5
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 5\LOT 27\25303 L27 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
9/26/23
LAKEVILLE MINNESOTA
JW/RK
MAS
LENNAR
CORPORATION
CASLANO
LOT 27, BLOCK 5
982.2
982
982
.
5
985.0
5
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. 9/26/2023 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 18190 Hounds Drive, Lakeville, MN 55044
9.House/Basement type: Washburn EH05 C3 - Right -
Walkout
10.Building dimensions shown are based on First Floor Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on September 20,
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 = 158 sq. ft.
Driveway/Walk Area = 894 sq. ft.
Total Impervious Area = 3,172 sq. ft.
Lot Area = 10,331 sq.ft.
Impervious Coverage = 30.7%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1051.9
Top of Foundation = 1052.2
Lowest Floor = 1044.2
Lowest Opening = 1044.2
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -203
Calc Common Fill 283
Driveway*-24
Basement Slab -37
Contracted Amount -71
Additional Amount -0
Sand -7
Swell 20%57
Total Cut -342
Total Fill 340
Total (±)-2
LEGEND
Existing Building
Sanitary Line
Water Line
Storm Line
Set Lath at Property Corner
Cleanout
Curb Stop
Manhole
Offset Iron
Existing Contour
Proposed Contour
Proposed Elevation
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
>
>>
I
1051.9
Zoning = RS-4
FY - 20' House, 25' Garage
SY - 7' Interior, 20' Corner
RY - 30'
SY Buffer - 30'
RY Buffer - 50'
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected and
accepted 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:__________________10/06/2023 asobottka