HomeMy WebLinkAbout17977 Hinckley Ave-SurveyHINCKLEY AVENUE6
17977 Hinckley Ave
44.0
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46.00
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610.00
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21.4
6
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1052
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1052.38
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1046
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1040.
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1036.33
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PROPOSED
WALKOUT
PROPOSED
GARAGE
PROPOSED
DRIVEWAY
9.0% SLOPE Bu
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Drain
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N:178243.58
E:519565.63
N:178304.43
E:519464.81
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
R=1040.65
EX CB
I=1035.68 (12" ) NE
I=1038.09 (12" ) S
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=1050.47
EX SAN MH
I=1037.92 (12" RCP) S
I=1037.76 (12" RCP) NE
R=1036.38
EX CB
I=1033.00 (12" PVC) NE
I=1033.04 (12" PVC) S
N70°
3
4
'
1
4
"
W
1
3
0
.
0
0
S
4
9
°
3
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'
4
3
"
E
1
3
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.
0
0
Exposed
FoundationPORCH
L=51.46R=140.00Δ=21°03'30"1055.051049.901049.101047.071050.5
5
HP
1052.071044.261047.
2
6
1051.
9
8
1047.
0
0
1043.
5
3
1052.10
1044.401051.051040.921036.521038.781044.401046.05HP1050.501050.601052.101048.301045.58
L=99.24R=270.00Δ=21°03'30"201043.901042.56
51010510.9119.469.7542.
0
0
5.544.0
0
6.0
0 12.006.0
0
12.462.0
0
20.0046.
0
0 50.0010.9119.461052.1030.02.0
10.01048
1050
104010381046
1048
10461044104210401038104210441046
10
4
8 1040
1042
26.
5
5
25
7730
53.
8
1043.
9
3
T/
W
1039.
2
1
B/
W
1046.11 T/W
1045.79 B/W
1038.33 T/W
1037.79 B/W1043.90
104410481052
1054
1056
104810381 ADDITIONAL STEP
FROM GARAGE
INTO HOUSE
6.0
25303 L6 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 6\25303 L6 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
LAKEVILLE MINNESOTA
JW
MAS
LENNAR
CORPORATION
CASLANO
LOT 6, 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.3/26/24 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 17977 Hinckley Avenue, Lakeville, MN
55044
9.House/Basement type: Itasca EH09 E3 - Right -
Walkout
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on March 21,
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 = 2,183 sq. ft.
Porch Area = 156 sq. ft.
Driveway/Walk Area = 938 sq. ft.
Total Impervious Area = 3,277 sq. ft.
Lot Area = 9,795 sq.ft.
Impervious Coverage = 33.5%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1052.1
Top of Foundation (garage) = 1052.4
Top of Foundation (house)=1052.9
Lowest Floor = 1044.9
Lowest Opening = 1044.9
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -185
Calc Common Fill 253
Driveway*-25-
Basement Slab 37
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%51
Total Cut -304
Total Fill 304
Total (±)0
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 Pedestal
Offset Iron
Existing Contour
Proposed Contour
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
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