HomeMy WebLinkAbout5661 162nd StCITY OF LAKEVILLE
CERTIFICATION OF GRADING AND
FINAL PLACEMENT OF IRON MONUMENTS
170318
Building Permit #:
Legal Description: Lot 26 Block 3
Subdivision: DODD CROSSING
Address: 5661 162nd Street West. Lakeville. Minnesota
RECEIVED
[By Christina Orlowsky at 4:14 pm, May 21, 2020
I hereby certify that on 1st day of May . 2020 an inspection of
this property was conducted by me or under my direct supervision and that the as -built
grades, elevations and drainage patterns of the site and building are in conformance
with the grading plan approved by the City Engineer or amendments previously
approved by the City Engineer. In addition, all property corner monuments are in place
as of this date.
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.
Print Name: Jared J. Aerbeck
Signature:
Date: 05/05/20
MN License #: 53642
NOTE: ATTACH A COPY OF THE CERTIFICATE OF SURVEY SHOWING ALL AS -
BUILT GRADES, ELEVATIONS AND DRAINAGE PATTERNS
Approved subdivision grading plans should be obtained from the property owner or
developer. General questions relating to the building permit should be directed to the
Building Inspections Department at 952-985-4440. Questions relating to grading should
be directed to the Engineering Department at 952-985-4500.
Prior to release of the Grading Security, this document shall be filed with:
City of Lakeville
Engineering Department
20195 Holyoke Avenue
Lakeville, MN 55044
W:\Government Info\City \Lakcvillc\Certification of Grading.doc
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DATE 5/31/19
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REVISIONS
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SATHRE-BERGQUIST, INC.
o 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 476-6000
N ,r
c�FRs PLP
Address: 5661
162nd St W. Lakeville, Minnesota 55044
SURVEY LEGEND
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44 4
STORM DRAIN
CATCH BASIN
M GATE VALVE
i7 HYDRANT
o IRON PIPE SET
• IRON PIPE FOUND
OO SANITARY MANHOLE
GROUND ELEVATION
(972.5) PROPOSED ELEVATION
O WETLAND BUFFER POST
• HAND HOLE
❑E ELECTRIC TRANSFORMER
❑T TELEPHONE PEDESTAL
1=1 UTILITY PEDESTAL
(000 0) SEWER SERVICE ELEVATION
EXISITNG TREE
0 PROPOSED TREE
• PROPOSED TREE
BITUMINOUS
CONCRETE
--IAD-- CONTOUR PROPOSED
CONTOUR EXISTING
DRAINAGE ARROW
CONCRETE CURB
->-SANITARY SEWER
» STORM SEWER
I -WATERMAIN
- - PROPOSED SILT FENCE
- DT DRAIN TILE
-x-x- FENCE
-BSBL- BUILDING SETBACK LINE
X972 5 GRADING ASBUILT
.972 5
Pror rtv De iptton: Lot 26, Block 3, DODD CROSSING, according to the recorded
plat thereof, Dakota County, Minnesota
1. Address. 5661 162nd Street West, Lakeville, Minnesota 55044
2. Existing utilities shown are shown in an approximate way only. The contractor
shall determine the exact location of any and all existing utilities before
commencing work. He agrees to be fully responsible for any and all damages
arising out of his failure to exactly locate and preserve any and all existing utilities.
3 Must maintain a minimum 2% slope gradient to accommodate positive drainage.
4. All set offset irons are measured to hundredths of a foot and can be used as
benchmarks.
5. The proposed driveway shown is conceptual only and does not purport to show
exactly how the driveway shall be built.
6. A title opinion was not furnished to the surveyor as part of this survey. Only
easements per the recorded plat are shown unless otherwise denoted hereon.
7 Proposed grades shown adjacent to building foundation refers to top of black dirt
8. Verify sanitary service invert prior to any concrete work.
9. Benchmark: TNH @ Lots 9, Block 1, DODD CROSSING = 944.37 Feet
Development Plan Data - LO
Garage Floor Elevation
Low Opening Elevation
Basement Floor Elevation
Proposed Elevations - LO
Proposed Garage Floor Elevation
Proposed Top of Foundation Elevation
Proposed Lookout Opening Elevation
Proposed Basement Floor Elevation
Setbacks
ELEVATION Min. Front Yard Setback = 20' Living, 25' Garage
Min. Side Yard Setback = 7'
Min Rear Yard Setback = 30'
Asbuilt Elevations
Asbuilt Garage Floor Elevation
Asbuilt First Floor Elevation
Asbuilt Lookout Opening Elevation
CERTIFICATE OF SURVEY
GRADING ASBUILT
PREPARED FOR
STONE COTTAGE CONSTRUCTION
= 943 1
= 945.8
= 939.8
Asbuilt Hardcover
Lot Area = 8,400 S.F.
House Area = 1,768 S.F.
Driveway Area = 703 S F
Stoop Area = 120 SF
Deck Area = 173S.F
Sidewalk Area = 74 S.F.
Total Area = 2,838 S F
Coverage = 33 7%
= 943 0 (1' Drop)
= 939.5
= 936.5
= 943 2 (1' Drop)
= 944.5
= 939.7
= 936.5
tar*,
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DRAINAGE AND UTILITY EASEMENTS ARE SHOWN
HEREON FROM RECORDED PLAT AND
LABELED AS SHOWN
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.
Dated this 5th day of June, 2019.
Jareda. Averbeck, PLS
javerbeck@sathre.com
Minnesota License No. 53642
Section 02 - Township 114 - Range 20
20 10 0 10 20
• .-
SCALE IN FEET
40