HomeMy WebLinkAbout18136 Hinckley Ave SurveyHINCKLEY AVENUE5
Drainage and Utility Easement
I I IIIII
IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>I I I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>GGGGGGGEX CB
RIM=1036.18
EX CB
RIM=1036.21 U
Drain Tile Cleanout
Building Setback
725 7355
510
N:177875.96
E:520374.58
1031.
9
3
1036
.
1
3
1033.
8
5
1035.29
1036.
7
4 N00°46'19"W70.00S01°00'25"E70.00N89°13'41"E 152.36
S89°13'41"W 152.65 10.3010.3028.009.709.70Planned Trail2424.51033
1033
1034
1035
1036
1037 10371037
N:177860.66
E:520359.90
1034103010291028102710
2
6
102610301032102810301035
PROPOSED
HOUSE
PROPOSED
GARAGE
PROPOSED
DRIVEWAY
5.8% SLOPE 10271037103710351036 1035103010
3
0
10
2
9
10
2
8
1033 10321031102710261
0
2
5
1
0
2
9
.
6
0
10
2
9
.
6
0
10
3
4
.
2
3
10
3
3
.
9
9
1037.60
1037.261035.501036.40103
7
.
8
0
1036.25
10
3
2
.
9
0
10
3
1
.
1
2
10
3
4
.
1
4
10
3
6
.
6
2
1037.1210
2
7
.
3
0
10
2
5
.
3
9
10
3
4
.
5
6
119.2 10271026103210301028103034.00
17.548.00
10.462.00
22.0022.46 10.0021.54 40.008.0
7.018136 Hinckley Ave.
1036.
4
5
1034.3
3
1028.
1
0
1031.
9
9
30.5
10.378.06
77.99.7Curb Stop
25303 L5B4
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 4\LOT 5\25303 L5B4.DWG 1OF
CERTIFICATE
OF SURVEY
1
-
21-25303
1/26/23
LAKEVILLE MINNESOTA
JW
-
MAS
LENNAR
CORPORATION
CASLANO
LOT 5, BLOCK 4
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.1/26/23 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 18136 Hinckley Avenue, Lakeville, MN
55044
9.House/Basement type: Sinclair EH01 A3 - Right -
Walkout
10.Building dimensions shown are based on First Floor
Plan.
11.Proposed Contours are shown hereon.
12.Topographic survey was completed on January 25,
2023.
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 = 1,788 sq. ft.
Porch Area = 56 sq. ft.
Driveway/Walk Area = 967 sq. ft.
Total Impervious Area = 2,811 sq. ft.
Lot Area = 10,675 sq.ft.
Impervious Coverage = 26.3%
HOUSE ELEVATIONS:Proposed/As-Built
Garage Floor = 1037.8
Top of Foundation = 1038.1
Lowest Floor = 1030.1
Lowest Opening = 1030.1
LEGEND
Proposed Building
Sanitary Line
Water Line
Storm Line
Underground Gas Line
Curb Stop
Fire Hydrant
Water Valve
Manhole/Catch Basin
Light Pole
Utility Pedestal
>
>>
I
Set Lath at Property Corner
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
AA PA PB PS QE TT
GRADING QUANTITIES (CY)
Common Cut -121
Common Fill 253
Total (±)132
Note: Cut and fill quantities include building
excavation, driveway, and lot grading.
U
G
2/8/23 House placement and grading updates JW
House re-stake2/13/23 JW
0
SCALE IN FEET
10 20
Cert. revisions2/13/23 MAS
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 and
accepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
*Maintain 6" between bottom of siding and sod.*No structures in easements.
EROSION CONTROLMUST BE INSTALLED
BEFORE EXCAVATION
*Draintile connection required.
ENGINEERING REVIEWED
Date:__________________03/03/2023 asobottka