HomeMy WebLinkAbout18171 Hideaway Trail-Survey9
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R=533.00
Δ=7°34'18"
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30257
PROPOSED
LOOKOUT
PROPOSED
GARAGE
PROPOSED
DRIVEWAY
5.7% SLOPE
EX SAN MH
RIM=1049.28
EX CO
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EX DROP INTAKE
EX DROP INTAKE
R=1042.68
EX CO
EX CO
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0 14.004-Season Porch
25303 L9 B8
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 8\LOT 9\25303 L9 B8.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
LAKEVILLE MINNESOTA
JW/RK
MAS
LENNAR
CORPORATION
CASLANO
LOT 9, BLOCK 8
LEGEND
Proposed Building
Set Lath at Property Corner
Sanitary Line
Water Line
Storm Line
Post
Curb Stop
Catch Basin
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
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I
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. 3/31/2023 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 18171 Hideaway Trail, Lakeville, MN
55044
9.House/Basement type: Snelling EH06 D3 - Right -
Lookout - Four Season Porch - Garage Bump
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on March 27,
2023.
0
SCALE IN FEET
10 20
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 = 2,363 sq. ft.
Porch Area = 163 sq. ft.
Driveway/Walk Area = 824 sq. ft.
Total Impervious Area = 3,350 sq. ft.
Lot Area = 9,988 sq.ft.
Impervious Coverage = 33.5%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1052.1
Top of Foundation = 1052.4
Lowest Floor = 1044.4
Lowest Opening = 1047.6
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -259
Calc Common Fill 244
Driveway*-22
Basement Slab -40
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%49
Total Cut -378
Total Fill 293
Total (±)-85
1052.1
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 willbe released. All structures must be flush
with 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:__________________04/05/2023 asobottka