HomeMy WebLinkAbout17992 Hinckley Ave-SurveyHINC
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17992 Hinckley Ave
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PROPOSED
WALKOUT
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PROPOSED
GARAGE
PROPOSED
DRIVEWAY
6.0% SLOPE
(to walk)
4 1030.8810
3
2
.
7
0
1040.901036.61
1038.821032.021032.20EX CB
T/C=1038.98
EX CB
I=1026.36 (30" RCP) S
I=1026.26 (30" RCP) N
R=1039.19
EX SAN MH
I=1019.34 (12" PVC) E
I=1019.37 (12" PVC) W
T/C=1038.99
EX CB
I=1026.86 (30" RCP) N
I=1026.92 (30" RCP) S
I=1031.44 (24" RCP) W
I=10
2
5
.
9
7
N:178517.69
E:519660.47
N:178497.07
E:519651.24
1032
1034
8.020.0
PORCH
1041.03
MORNIN
G
ROOM
S15°08'07"E 130.001510
251041.501041.50
1040.80
1041.601033.
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1041.4111.00
13.00
19.004.796.00
16.126.0014.00
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2.67
20.0048.00
50.00
17.00 10.0034.0030.38
22.52
18.80
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130
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L =9 0 .2 2 R =5 3 0 .0 0 Δ =9 °4 5 '1 1 "44.5
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1032
1034
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1038
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1026
1028
1030
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25303 L4 B2
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 2\LOT 4\25303 L4 B2.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
--/--/--
LAKEVILLE MINNESOTA
JW
---
---
LENNAR
CORPORATION
CASLANO
LOT 4 BLOCK 2
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WASPREPARED 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.5/21/24 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 17992 Hinckley Avenue, Lakeville,
MN 55044
9.House/Basement type: McKinley EN11 B3 - Left -
Walkout
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on May 20,
2024.
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 = 2,246 sq. ft.
Porch Area = 143 sq. ft.
Driveway/Walk Area = 816 sq. ft.
Total Impervious Area = 3,205 sq. ft.
Lot Area = 12,991 sq.ft.
Impervious Coverage = 24.7%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1040.75
Top of Foundation = 1041.05
Lowest Floor = 1033.05
Lowest Opening = 1033.05
*Lowered 0.25'
0
SCALE IN FEET
10 20
LEGEND
Proposed Building
Iron Monument FOund
RLS 45817
Sanitary Line
Water Line
Storm Line
Cleanout
Curb Stop
Fire Hydrant
Manhole/Catch Basin
Light Pole
Utility Pedestal
Offset Iron
Existing Contour
Proposed Contour
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
982
982
.
5
985.0
5
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Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -77
Calc Common Fill 508
Driveway*-21
Basement Slab -39
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%102
Total Cut -194
Total Fill 610
Total (±)416
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6/5/24 Lowered house JW
6/13/24 Raised house JW