HomeMy WebLinkAbout18154 Hounds Dr-SurveyD
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18160 Hounds Dr
18154 Hounds Dr
18148 Hounds Dr
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WALKOUT
PROPOSED
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kDrainage and Utility EasementN:178113.79
E:520012.27
N:178116.44
E:520028.91
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I=1025.21 (18" PVC) NE
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I=1033.12 (12" RCP) W
I=1033.41 (6" PVC) E
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I=1033.04 (12" RCP) W
I=1033.66 (6" PVC) N
I=1032.37 (24" RCP) SE
I=1032.14 (24" RCP) NW
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I=1022.80 (12" PVC) SE
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1031.541031.301031.3025303 L33 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 33\25303 L33 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
1/5/24
LAKEVILLE MINNESOTA
JW
MAS
LENNAR
CORPORATION
CASLANO
LOT 33, BLOCK 5
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.1/5/24 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 18154 Hounds Drive, Lakeville, MN 55044
9.House/Basement type: Itasca EH09 B3 - Left - Walkout -
Garage Bump
10.Building dimensions shown are based on First Floor Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on January 3, 2024.
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -274
Calc Common Fill 296
Driveway*-22
Basement Slab -37
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%45
Total Cut -390
Total Fill 341
Total (±)-49
LEGEND
Proposed Building
Sanitary Line
Water Line
Storm Line
Set Lath at Property Corner
Cleanout
Curb Stop
Manhole/Catch Basin
Utility Pedestal
Light Pole
Offset Iron
Existing Contour
Proposed Contour
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
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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 = 2,263 sq. ft.
Porch Area = 156 sq. ft.
Driveway/Walk Area = 829. ft.
Total Impervious Area = 3,248q. ft.
Lot Area = 14,881 sq.ft.
Impervious Coverage = 21.8%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1040.0
Top of Foundation = 1040.3
Lowest Floor = 1032.3
Lowest Opening = 1032.3
*Raised elevations 0.5'
1/22/24 House Re-staking JW
1/26/24 Raised House 0.5'JW
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 andaccepted before As-Built escrow monies will
be released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
EROSION CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
*Draintile connection required.ENGINEERING REVIEWED
Date:__________________01/29/2024 asobottka