HomeMy WebLinkAbout18179 Hideaway Tr SurveyHIDEA
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GARAGE
PROPOSED
HOUSE
30.00
11.95
11.97
15.43
15.1116.00IIIIIIIL=70.45 R=533.00
Δ=7°34'22"
N86°09'03"W 80.24 S01°23'19"W 124.65N08°57'41"E 125.87N79°24'4
3
"
W
6.75
Planned Sidewalk
Planned Curb and Gutter
22
31PROPOSEDDRIVEWAY 5.5% SLOPE26.0848.27Drainage and Utility Easem
e
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t
105 105
Building Setback307
7 2510
4
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1046
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1041.231039.611045.351045.231047.241047.341047.86HP1045.84HP1048.101048.101048.1010
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-3.9%-6.5%-2.0%-2.7%-2.5%-6.2%-2.0%1042
1041 10431043.101043.1020.00
4.6711.00
17.176.00 5.8313.00
34.003.83
10.0016.7510.0029.4250.00Service Door
Pad
N:177511.66
E:520201.83
N:1774
9
6.
1
0
E:5202
1
3
.
4
2
Drain Tile
Cleanout
25303 L11 B8 CERT
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 11\25303 L11 B8 CERT.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
7/21/22
LAKEVILLE MINNESOTA
LENNAR
CORPORATION
CASLANO
LOT 11, BLOCK 8
JW
---
MS
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.7/21/22 45817
MARK A. SCHWANZ
0
SCALE IN FEET
10 20
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 April 13, 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 XX, Lakeville, MN XX
9.House/Basement type: McKinley EN11 B3 - Right -
Lookout - Morning Room - Garage Bump
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on July 14, 2022.
GRADING QUANTITIES (CY)
Common Fill -343
Common Cut 212
Driveway 32
Building Footing 08
Garage Frost Footing 03
Porch Footing 01
Garage Slab 16
Basement Slab 31
Porch Slab 03
Total Fill -343
Total Cut 306
Total (±)-37
LEGEND
Proposed Building
Set Lath at Property Corner
Sanitary Line
Water Line
Storm Line
Planned Building Pad Area
Post
Curb Stop
Catch Basin
Offset Iron
Existing Contour
Proposed Contour
Proposed Elevation
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
Proposed Tree/Shrub
982.2
982
982
.
5
985.0
5
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AB AO GB MA
I
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 = 2,277 sq. ft.
Porch Area = 150 sq. ft.
Driveway/Walk Area = 909 sq. ft.
Total Impervious Area = 3,336 sq. ft.
Lot Area = 9,810 sq.ft.
Impervious Coverage = 34.0%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1048.1
Top of Foundation = 1048.4
Lowest Floor = 1040.4
Lowest Opening = 1043.6
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 CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.
ENGINEERING REVIEWED
Date:__________________10/24/2022 lritchie