HomeMy WebLinkAboutLA22-000035 (2659 Casco Point Rd) Ex B PlansDWEL
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LEGAL DESCRIPTION:
Lot 137, Spring Park, Hennepin County, Minnesota.
SCOPE OF WORK & LIMITATIONS:
1.Showing the length and direction of boundary lines of the legal description listed above.
The scope of our services does not include determining what you own, which is a legal
matter. Please check the legal description with your records or consult with competent
legal counsel, if necessary, to make sure that it is correct and that any matters of record,
such as easements, that you wish to be included on the survey have been shown.
2.Showing the location of observed existing improvements we deem necessary for the
survey.
3.Setting survey markers or verifying existing survey markers to establish the corners of
the property.
4.Existing building dimensions and setbacks measured to outside of siding or stucco.
5.Showing and tabulating impervious surface coverage of the lot for your review and for
the review of such governmental agencies that may have jurisdiction over these
requirements to verify they are correctly shown before proceeding with construction.
6.Showing elevations on the site at selected locations to give some indication of the
topography of the site. We have also provided a benchmark for your use in determining
elevations for construction on this site. The elevations shown relate only to the
benchmark provided on this survey. Use that benchmark and check at least one other
feature shown on the survey when determining other elevations for use on this site or
before beginning construction.
7.This survey has been completed without the benefit of a current title commitment. There
may be existing easements or other encumbrances that would be revealed by a current
title commitment. Therefore, this survey does not purport to show any easements or
encumbrances other than the ones shown hereon.
8.It should be noted that this survey was completed with significant snow coverage on site.
We cannot be certain that all items were observed and located during the process of
conducting the survey due to the snow cover. If this uncertainty is something you would
like to remove, please expose all improvements and we can return to locate said items, if
needed.
STANDARD SYMBOLS & CONVENTIONS:
"●" Denotes iron survey marker, found, unless otherwise noted.
#43503
LICENSE NO.
Wayne W. Preuhs
DATE
S1
JUNE 15, 2022
Minnetonka, Minnesota 55345
Phone (952) 474-7964
17917 Highway No. 7
Web: www.advsur.com
Advance
Surveying & Engineering, Co.
ATRION FAIOLA
2659 CASCO POINT RD.
CLIENT/JOB ADDRESS
ORONO, MN
SHEET TITLE
PROPOSED SURVEY
SHEET NO.
SHEET 1 OF 1
DWG ORIENTATION SCALE
220854 JR
DRAWING NUMBER
20'10'0
DECEMBER 22, 2021
DATE SURVEYED:
JUNE 15, 2022
DATE DRAFTED:
SHEET SIZE: 17 X 22
GRADING & EROSION CONTROL NOTES:
BEFORE DEMOLITION AND GRADING BEGIN
·Install silt fence/bio roll around the perimeter of the construction area.
·Sediment control measures must remain in place until final stabilization
has been established and then shall be removed. Sediment controls may
be removed to accommodate short term construction activity but must
be replaced before the next rain.
·A temporary rock construction entrance shall be established at each
access point to the site and a 6 inch layer of 1 to 2 inch rock extending
at least 50 feet from the street into the site and shall be underlain with
permeable geotextile fabric. The entrance shall be maintained during
construction by top dressing or washing to prevent tracking or flow of
sediments onto public streets, walks or alleys. Potential entrances that
are not so protected shall be closed by fencing to prevent unprotected
exit from the site.
·Contractor shall install inlet protection on all existing storm sewer inlets
in accordance with the city standard details. Inlet protection shall also
be provided on all proposed storm sewer inlets immediately following
construction of the inlet. Inlet protection must be installed in a manner
that will not impound water for extended periods of time or in a manner
that presents a hazard to vehicular or pedestrian traffic.
DURING CONSTRUCTION:
·When dirt stockpiles have been created, a double row of silt fence shall
be placed to prevent escape of sediment laden runoff and if the piles or
other disturbed areas are to remain in place for more than 14 days, they
shall be seeded with Minnesota Department of Transportation Seed
Mixture 22-111 at 100 lb/acre followed by covering with spray mulch.
·A dumpster shall be placed on the site for prompt disposal of
construction debris. These dumpsters shall be serviced regularly to
prevent overflowing and blowing onto adjacent properties. Disposal of
solid wastes from the site shall in accordance with Minnesota Pollution
Control Agency requirements.
·A separate container shall be placed for disposal of hazardous waste.
Hazardous wastes shall be disposed of in accordance with MPCA
requirements.
·Concrete truck washout shall be in the plastic lined ditch and dispose of
washings as solid waste.
·Sediment control devices shall be regularly inspected and after major
rainfall events and shall be cleaned and repaired as necessary to provide
downstream protection.
·Streets and other public ways shall be inspected daily and if litter or
soils has been deposited it shall promptly be removed.
·If necessary, vehicles, that have mud on their wheels, shall be cleaned
before exiting the site in the rock entrance areas
·Moisture shall be applied to disturbed areas to control dust as needed.
·Portable toilet facilities shall be placed on site for use by workers and
shall be properly maintained.
·If it becomes necessary to pump the excavation during construction,
pump discharge shall be into the stockpile areas so that the double silt
fence around these areas can filter the water before it leaves the site.
·Temporary erosion control shall be installed no later than 14 days after
the site is first disturbed and shall consist of broadcast seeding with
Minnesota Department of Transportation Seed Mixture 22-111 at 100
lb/acre followed by covering with spray mulch.
·Erosion control measures shown on the erosion control plan are the
absolute minimum. The contractor shall install temporary earth dikes,
sediment traps or basins and additional silt fencing as deemed necessary
to control erosion.
SITE WORK COMPLETION:
·When final grading has been completed but before placement of seed or
sod an “as built” survey shall be done per City of Minnetonka
requirements to insure that grading was properly done.
·When any remedial grading has been completed, sod or seeding shall be
completed including any erosion control blankets for steep areas.
·When turf is established, silt fence and inlet protection and other erosion
control devices shall be disposed of and adjacent streets, alleys and
walks shall be cleaned as needed to deliver a site that is erosion resistant
and clean.
·Contractor shall maintain positive drainage of a minimum 2% slope
away from proposed building.
ADVANCE SURVEYING & ENGINEERING CO.
I hereby certify that this report was prepared by me or under my direct supervision and
that I am a licensed professional land surveyor under the laws of the State of Minnesota.
Thomas M. Bloom
Thomas M. Bloom P.L.S. No. 42379
Step 2: PROPOSED HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to
Certificate of Survey (survey must accompany this form). Use as many lines as necessary to
accurately depict existing hardcover status of the property.
Key to
Survey Hardcover Item (Describe) Length x Width Total (Square Feet)
(Example)(Gara e) (24' x 30') (720) S.F.
A House 2,017 S.F.
B Concrete Driveway 1,022 S.F.
C Front Porch/Steps 69 S.F.
D Ret. Walls‐North Side Home 49 S.F.
E Ret. Walls‐South Side Home 50 S.F.
F Rear Deck (Patio Below) 224 S.F.
G Rear Patio 263 S.F.
H Rear Retaining Walls 96 S.F.
I Rear Shed 260 S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Proposed Hardcover 4,050 S.F.
Excludable Hardcover (See City Code Sec 78‐1684)
Retaining Walls 195 S.F.
Pervious Paver Patio 100 S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcove 295 S.F.
(3) Net Proposed Hardcover [Subtract line (2) from line (1)] 3,755 S.F.
(4) Total Lot Area 12,851 S.F.
Proposed Hardcover Percentage [(3) / (4)]29.22%
±
WAYZATA, MN 55391
275 EAST LAKE STREET
FAX: 952.473.8222
Phone: 952.473.8777
WAYZATA, MN 55391
275 EAST LAKE STREET
FAX: 952.473.8222
Phone: 952.473.8777
WAYZATA, MN 55391
275 EAST LAKE STREET
FAX: 952.473.8222
Phone: 952.473.8777