HomeMy WebLinkAbout18041 Hinckley Avenue - SurveyHINCKLEY
AVENUE
14
18041 Hinckley Ave
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FULL BASEMENT
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EGRESS
WELL
25303 L14 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 14\25303 L14 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
5/10/23
LAKEVILLE MINNESOTA
JW
MAS
LENNAR
CORPORATION
CASLANO
LOT 14, BLOCK 5
LEGEND
Proposed Building
Set Lath at Property Corner
Sanitary Line
Water Line
Storm Line
Cleanout
Curb Stop
Manhole/Catch Basin
Transformer
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
>
>>
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.8/2/23 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 18041 Hinckley Avenue, Lakeville, MN
55044
9.House/Basement type: Washburn EH05 B3 - Right -
Full
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on August 1, 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 = 2,121 sq. ft.
Porch Area = 178 sq. ft.
Driveway/Walk Area = 935 sq. ft.
Total Impervious Area = 3,234 sq. ft.
Lot Area = 10,667 sq.ft.
Impervious Coverage = 30.3%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1031.8
Top of Foundation = 1032.1
Lowest Floor = 1024.1
Lowest Opening = 1032.1
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -263
Calc Common Fill 542
Driveway*-25
Basement Slab -37
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%108
Total Cut -382
Total Fill 650
Total (±)268
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.
EROSION CONTROL
MUST BE INSTALLEDBEFORE EXCAVATION
*Draintile connection required.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
ENGINEERING REVIEWED
Date:__________________08/31/2023 hdunne