HomeMy WebLinkAbout18057 Hinckley Avenue - SurveyHINCKLEY AVENUE16
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18057 Hinckley Ave
S LINE OF THE N 419.81
FEET OF THE SE 1/4 OF NW 1/4
PROPOSED
FULL BASEMENT IIIIII
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IN:178168.03
E:520259.21
12.94
S58°
5
8'
0
7"
W
1
3
0.
0
0
1027.17
1027.
2
7
1026.80
1026.
7
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01027.42EX CB
RIM=1026.40
EX CB
EX CB
RIM=1026.50
U
WWWWWW
WWWEX CB
RIM=1027.46
EX SAN MH
RIM=1026.31
GG10
PROPOSED
GARAGE
PROPOSED
DRIVEWAY
5.8% SLOPE
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114.00
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10 5 51030 77
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825.5N38°02'35"E 130.001026.341025.021029.1
0
1029.10 1027.811027.571026.911028.92
1029.301029.30102
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N:178256.46
E:520223.22
N:178277.61
E:520227.20
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25303 L16 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 16\25303 L16 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
#
21-25303
5/18/23
LAKEVILLE MINNESOTA
JW
MAS
LENNAR
CORPORATION
CASLANO
LOT 16, BLOCK 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.6/2/23 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 18057 Hinckley Avenue, Lakeville, MN
55044
9.House/Basement type: McKinley EN11 B3 - Right - Full
- Morning Room
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on May 16, 2023.
House was staked on June 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 = 2,244 sq. ft.
Porch Area = 144 sq. ft.
Driveway/Walk Area = 825 sq. ft.
Total Impervious Area = 3,213 sq. ft.
Lot Area = 9,733 sq.ft.
Impervious Coverage = 33.0%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1029.3
Top of Foundation = 1029.6
Lowest Floor = 1021.6
Lowest Opening = 1029.6
LEGEND
Proposed Building
Sanitary Line
Water Line
Storm Line
Water's Edge (ponding)
Curb Stop
Fire Hydrant
Water Valve
Manhole/Catch Basin
Utility Pedestal
>
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I
Utility Marker
Cleanout
Set Lath at Property Corner
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
0
SCALE IN FEET
10 20
U
E
W
GRADING QUANTITIES (CY)
Calc Common Cut -168
Calc Common Fill 375
Driveway*-22
Basement Slab -39
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%75
Total Cut -286
Total Fill 450
Total (±)164
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 flushwith 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:__________________06/09/2023 asobottka