HomeMy WebLinkAbout18000 Hinckley Ave-SurveyHINCKLE
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Building Setback
18000 Hinckley Ave
44.00
28.43
25.23
23.546.00
20.4610.00
4.0021.468.006.04
4.00
12.5044.0021.22
24.25
1039.
4
7
1039.521039.24103
8
.
9
4
1
0
3
8
.
9
1
EX HYD
1039.
5
1
1039.
3
0
103
8
.
8
4
1029.
4
3
1029.
8
6
PROPOSED
WALKOUT
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PROPOSED
GARAGE
PROPOSED
DRIVEWAY
4.3% SLOPE
(to walk)
L =9 0 .2 2 R =5 3 0 .0 0
Δ =9 °4 5 '11"N15°08'07"W 130.00N79°42'42"E
1
1
2
.
2
2
S05°22'56"E 130.06307
2515 10105
2025.650.11038.2
5
1032.31
1032.
7
2
1038.
0
7
Planned Sidewalk1030.881031.001032.7010
3
2
.
7
0
1040.901040.901040.901040.901040.291036.611040.711039.781039.561038.821039.971032.0810
3
2
.
0
2 1032.201032.201038.32T/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=1
0
2
5
.
9
7
N:178527.76
E:519697.94
N:178513.43
E:519707.82
1040.4
1
HP
1032
1034103610381040
1
0
4
0
1040
1036
1034
1038
1032
1034
1034
1036
10381038
10408.020.018.5 4.0
PORCH
25303 L5 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 5\25303 L5 B2.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
--/--/--
LAKEVILLE MINNESOTA
JW
---
---
LENNAR
CORPORATION
CASLANO
LOT 5 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.4/5/24 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 18000 Hinckley Avenue, Lakeville,
MN 55044
9.House/Basement type: Washburn EH05 B3 - Right -
Walkout
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on April 3,
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 = 2,120 sq. ft.
Porch Area = 178 sq. ft.
Driveway/Walk Area = 896 sq. ft.
Total Impervious Area = 3,194 sq. ft.
Lot Area = 12,991 sq.ft.
Impervious Coverage = 24.6%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1040.9
Top of Foundation = 1041.2
Lowest Floor = 1033.2
Lowest Opening = 1033.2
0
SCALE IN FEET
10 20
LEGEND
Proposed Building
Iron Monument FOund
RLS 45817
Sanitary Line
Water Line
Storm Line
Cleanout
Curb Stop
Catch Basin
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 -119
Calc Common Fill 392
Driveway*-24
Basement Slab -37
Contracted Amount -71
Additional Amount -0
Sand -7
Swell 20%78
Total Cut -258
Total Fill 470
Total (±)212