HomeMy WebLinkAbout17985 Hinckley Ave-Survey44.0
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0HINCKLEY AVENUE
7
17985 Hinckley Ave
104
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6 1040.07
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1042.46
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1047.09
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PROPOSED
LOOKOUT
PROPOSED
GARAGE
PROPOSED
DRIVEWAY
6.2% SLOPE
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N:178368.95
E:519557.07
N:178371.62
E:519532.40
T/C=1050.88
EX CB
I=1045.32 (18" RCP) NE
I=1045.47 (18" RCP) S
T/C=1045.42
EX CB
I=1040.48 (18" RCP) NE
I=1040.62 (18" RCP) SW
T/C=1041.34
EX CB
I=1035.94 (18" RCP) SW
I=1035.62 (12" RCP) N
I=1033.92 (24" RCP) NE
R=1046.32
EX SAN MH
I=1033.77 (8" PVC) SW
I=1020.33 (8" RCP) SW
I=1020.31 (10" RCP) NW
I=1020.28 (10" RCP) NE
R=1041.62
EX SAN MH
I=1019.80 (12" PVC) SW
I=1019.76 (12" PVC) NE
R=1036.38
EX CB
I=1033.00 (12" PVC) NE
I=1033.04 (12" PVC) SS30°12
'05
"E
130
.11
N
4
9
°
3
0
'
4
3
"W
1
3
0
.
0
0
Exposed
FoundationPORCH
L=5 2 .8 2
R =1 4 0 .0 0
Δ =2 1 °3 7 '0 1 "1049.901050.5
5
HP
1052.10
1044.401036.521038.061046.401046.05
HP
1050.501050.601052.101036.8
7
1045.58 L=96.64 R =2 7 1 .6 5
Δ =20°22'56 "201043.906.0
0
12.462.0
0
20.0046.
0
0 1052.101048
1050
1040103810461048
10461044104210401038104
21044104626.
5
5
25 1043.93 T/W1039.21 B/W1046.11 T/W
1045.79 B/W
1038.33 T/W
1037.79 B/W
104410481052 10381 ADDITIONAL STEP
FROM GARAGE
INTO HOUSE 73
0
5
1
.
4
1
0
551025720
2
6
.
8
1040.48
1041.451043.381041.401041.401046.40104
6
.
4
0 1042.92HP
1040.831039.231037.971045.751046.401041.421042.911044
1044
10461040103810441047.481041.
5
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1039
.
9
7
1043.85
1044 104210401037.24
10
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4.
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25303 L7 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 7\25303 L7 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
LAKEVILLE MINNESOTA
JW
MAS
LENNAR
CORPORATION
CASLANO
LOT 7, BLOCK 5
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.4/11/24 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 17985 Hinckley Avenue, Lakeville,
MN 55044
9.House/Basement type: Washburn EH05 D3 -
Right - Lookout
10.Building dimensions shown are based on First
Floor Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on April 10,
2024.
BENCHMARK:
Top nut fire hydrant located in the NE quadrant of
Hideaway Trail and Highview Avenue.
Elevation = 1038.03 feet
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -346
Calc Common Fill 156
Driveway*-25
Basement Slab -37
Contracted Amount -70
Additional Amount -0
Sand -7
Swell 20%31
Total Cut -485
Total Fill 187
Total (±)-298
982
982
.
5
985.0
5
LEGEND
Existing Building
Sanitary Line
Water Line
Storm Line
Iron Monument Set by ISG
RLS 45817
Cleanout
Curb Stop
Manhole/Catch Basin
Utility Marker
Transformer
Utility Pedestal
Offset Iron
Existing Contour
Proposed Contour
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
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AREA TABLE:
House/Garage Area = 2,120 sq. ft.
Porch Area = 98 sq. ft.
Driveway/Walk Area = 958 sq. ft.
Total Impervious Area = 3,176 sq. ft.
Lot Area = 9,716 sq.ft.
Impervious Coverage = 32.7%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1046.4
Top of Foundation = 1046.7
Lowest Floor = 1038.7
Lowest Opening = 1041.9
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