HomeMy WebLinkAbout18148 Hounds Dr-SurveyDRIVE
34
18148 Hounds Dr
18142 Hounds Dr
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WALKOUT
PROPOSED
GARAGE 44.001031.601031.60
1028.981029.141030
1030
1030
10281029.71301032.50
1032.07
1030
Building SetbackDrainage and Utility EasementN:178175.21
E:519942.25
N:178290.52
E:519959.10
Curb Stop
Drain Tile Cleanout
1028.
7
2
1041.761040.
7
8
1039.
7
1
1038.
6
8
1040.321041.201038.
4
3
U104
1
.03
1030.
0
8
Pla
n
n
e
d
Sid
e
w
a
l
k
29.
5
9
POR
C
H
10.5
9
26.4
0
3
0
.
0
0S29°43'50"W 126.141
0
.
0
06.01038.761040.001038
103
6
1034
1030
103810
3
6
1032
10
3
9
.
0
2
PROPOSED
DRIVEWAY
% SLOPE
(3.1 to walk)
10
3
7
.
7
8
102
9
.
2
9
1027.79
R=1030.97
EX DROP INTAKE
I=1032.97 (OTHER" RCP) SUMP SUMP HAS DROP OFF FROM SW PIPE TO E PIPE
R=1041.27
EX SAN MH
I=1028.65 (18" PVC) W
I=1028.48 (18" PVC) SE
T/C=1042.12
EX CB
I=1031.84 (24" RCP) E
I=1031.67 (24" RCP) W
I=1033.48 (15" RCP) S
R=1030.88
EX DROP INTAKE
I=1028.38
R=1029.13
EX CB
I=1026.58 (12" PVC) W
I=1026.25 (12" PVC) SE
I=1026.62 (4" PVC) N
I=1026.67 (4" PVC) S
R=1031.30
EX CB
I=1027.93 (12" PVC) SE
I=1028.05 (12" PVC) W
I=1028.73 (4" PVC) S
I=1028.73 (4" PVC) NW
1017.
5
HOUNDSN20°16'41"E 125.00S6
0
°
1
6
'
1
0
"
E
4
7
.
1
1
L=56.09
R=340.00
Δ=9°27'09"
N6
0
°
1
6
'
1
0
"
W
26.
8
9
L=35.47
R=215.00
Δ=9°27'09"
L=20.26
R=179.91
Δ=6°27'11"
2025.740.2730.
0
016.126.0
0
13.0
04.7919.0
0
11.0
0 34.0050.0
0 10.0016.7
5
48.0020.0
0
2.6714.006.0015.3
3
7 302519.
51051031.021041.33
10
4
1
.
8
0
1041.801041.80104
1
.
2
8
1041.
8
0
1041.80
1033.60
10
3
3
.
6
0
1033.601040.001033.56103
8
.
0
0
1040.69
1034.
9
0
1032.611040.801032.351040.98 10.00MOR
N
I
N
G
ROO
M1033.101033.101033.101031.031031.4925303 L34 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 34\25303 L34 B5.DWG 1OF
CERTIFICATE
OF SURVEY
1
21-25303
LAKEVILLE MINNESOTA
JW
MAS
LENNAR
CORPORATION
CASLANO
LOT 34, BLOCK 5
982
982.
5
985.0
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.1/23/24 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 18148 Hounds Drive, Lakeville, MN 55044
9.House/Basement type: McKinley EN11 B3 - Left - Walkout -
Morning Room
10.Building dimensions shown are based on First Floor Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on January 22, 2024.
0
SCALE IN FEET
10 20
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
GRADING QUANTITIES (CY)
Calc Common Cut -184
Calc Common Fill 261
Driveway*-22
Basement Slab -39
Contracted Amount -50
Additional Amount -0
Sand -7
Swell 20%52
Total Cut -302
Total Fill 313
Total (±)11
LEGEND
Proposed Building
Sanitary Line
Water Line
Storm Line
Set Lath at Property Corner
Cleanout
Curb Stop
Manhole/Catch Basin
Utility Pedestal
Light Pole
Offset Iron
Existing Contour
Proposed Contour
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
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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 = 143 sq. ft.
Driveway/Walk Area = 833 sq. ft.
Total Impervious Area = 3,220 sq. ft.
Lot Area = 11,619 sq.ft.
Impervious Coverage = 27.7%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1041.8
Top of Foundation = 1042.1
Lowest Floor = 1034.1
Lowest Opening = 1034.1