HomeMy WebLinkAbout18048 Hinckley Ave SurveyHINCKLEY
AVENUE
3
WE
T
WE
T
WET
WET
WET LAND
II>>>>I
I
I
I
I
I>>>>
>>>>>>>34.0445.
0
0
57.0020.965.0
0
10.
0
0
20.
0
04.0014.507.0
0
12.5013.
0
0
Buil
d
i
n
g
S
e
t
b
a
c
kDrainage and Utility Easement7 305 10105257
PROPOSED
HOUSE
PROPOSED
GARAGE
PROPOSEDDRIVEWAY7% SLOPE12.
5
25.5S6
0
°
5
1
'
2
0
"
E
75.
0
0
N6
0
°
1
6
'
1
0
"
W
75.
0
0 S29°43'50"W 130.02N29°43'50"E 129.2512.
5
0
12.
5
0
12.
5
0
12.
5
0
12.
544.955
101025.371027.
7
6
102
7.6
91027.
7
4
1028
.
6
0
102
4
.
5
7
1025.
0
2
1028.
3
3
1027.
9
6
1028.
3
3
EX SAN MH
RIM=1028.33
1028.
7
2
EX CB
RIM=1028.80
1028.
6
8
1028.
0
1
1028.5
8
1023.
4
0
1019.
8
0
1020.
3
9
1020.
2
6
1023.
8
8
1027.72
N:178421.11
E:520146.951027.941025.
3
7-4.2%-5.1%-3.0%-4.1%1021.501021.501029.231028.40 1025.481025.481030.501030.
5
0
1030.501030.50102
5
102
2
102
3
102
4
102910281026102
9
1026
1030.501030.501029.02
1028.90
1028.70
1030.50
1030.35
1030.271022
1023
1024
102
6
10
2
7
1028
10
2
8
>>
N:178408.30
E:520146.56
28
1027
10281029
1030
1030 102725303 L3B3
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 3\LOT 3\25303 L3B3.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
11/30/22
LAKEVILLE MINNESOTA
LENNAR
CORPORATION
CASLANO
LOT 3, BLOCK 3
JW
---
---
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.11/30/22 45817
MARK A. SCHWANZ
0
SCALE IN FEET
10 20
LEGEND
Proposed Building
Set Lath at Property Corner
Sanitary Line
Water Line
Storm Line
Wetland Line
Post
Curb Stop
Catch Basin
Offset Iron
Existing Contour
Proposed Contour
Proposed Elevation
Proposed Spot Elevation
Existing Spot Elevation
Surface Drainage Direction
Proposed Tree/Shrub
982.2
982
982.
5
985.0
5
>
>>
PT QE UP
I
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 April 13, 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 18048 Hinckley Avenue, Lakeville, MN 55044
9.House/Basement type: Clearwater EN04 A3 - Left - Lookout - Garage Bump
10.Building dimensions shown are based on First Floor Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on November 22, 2022.
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 = 2,612 sq. ft.
Porch Area = 67 sq. ft.
Driveway/Walk Area = 852 sq. ft.
Total Impervious Area = 3,531 sq. ft.
Lot Area = 9,723 sq.ft.
Impervious Coverage = 36.3%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1030.5
Top of Foundation = 1030.8
Lowest Floor = 1022.8
Lowest Opening = 1026.0
WET
GRADING QUANTITIES (CY)
Common Fill -435
Common Cut 273
Driveway 32
Building Footing 10
Garage Frost Footing 5
Porch Footing 1
Porch Slab 2
Garage Slab 16
Basement Slab 44
Egress Pit 1
Total Fill -435
Total Cut 384
Total (±) -51
12/14/22 City Comments JW
Zoning = RS-4
FY - 20' House, 25' Garage
SY - 7' Interior, 20' Corner
RY - 30'
SY Buffer - 30'
RY Buffer - 50'
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies will
be released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
*Draintile connection required.
EROSION CONTROL
MUST BE INSTALLED
BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.
*No structures in easements.
ENGINEERING REVIEWED
Date:__________________12/22/2022 lritchie