Proposed SurveyLEGAL DESCRIPTION (Tax Description - No other form provided):
The South 80 feet of Lots 1 & 2, Block 1, City Lots of Chanhassen, Carver 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 is possible that an overlap exists with the property to the North based on tax descriptions. At this time, we have
not been provided any documents to verify the legal descriptions. The boundary shown is that part of Lots 1 & 2
lying South of the North 62 feet thereof, more or less. If this uncertainty is something you would like to remove,
you could contact a title insurance company or a competent attorney to review the possible title issues, if any.
9. While we show a proposed location for this home or addition, we are not as familiar with your proposed plans as
you, your architect, or the builder are. Review our proposed location of the improvements and proposed yard
grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with
local codes and minimum requirements as the local building and zoning officials in this community are. Be sure
to show this survey to said officials, or any other officials that may have jurisdiction over the proposed
improvements and obtain their approvals before beginning construction or planning improvements to the property.
STANDARD SYMBOLS & CONVENTIONS:
"0" Denotes iron survey marker, found, unless otherwise noted.
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.
EXISTING HARDCOVER
SQ.
FT.
HOUSE
1,157
SQ.
FT.
PORCH/STEPS
437
SQ.
FT.
WALKS
67
SQ.
FT.
SHED
95
SQ.
FT.
TOTAL EXISTING HARDCOVER
1,756
SQ.
FT.
AREA OF LOT
8,819
SQ.
FT.
LOT COVERAGE
19.90
PROPOSED HARDCOVER
HOUSE
PORCH/STEPS
WALKS
SHED
GARAGE
DRIVEWAY/APRON
TOTAL PROPOSED HARDCOVER
AREA OF LOT
LOT COVERAGE
• 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 Chanhassen
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.
DATE REVISION DESCRIPTION DWG ORIENTATION SCALE CLIENT/JOB ADDRESS
POPE BUILDERS
N 7727FRONTIER TRAIL
0 20' 40' CHANHASSEN, MN
°f
1,157
SQ.
FT.
437
SQ.
FT.
67
SQ.
FT.
95
SQ.
FT.
528
SQ.
FT.
343
SQ.
FT.
2,627 SQ. FT.
8,819 SQ. FT.
29.8%
--------------66----------1
LOT 2
0
N
L1.1
0
0
0
N
(0
LOT 2
'`n N 89'21'01" E 119.78
i am
LOT 3
T
/ 97 ''�' �'-O `� ,'mac ' INSTALL
LU 13.5
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r
EXISTING o �-' PROPOSED o
EXIST. WALK pro
0 X o DWELLING
GARAGE�N
FFE=671.2/
0.0 4.9
c2i FIRST FLOOR �
ELEV.=974.1 22. D 40.3
1 CONC. APRON m '
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30.3
/ 1 M
PORCH 'o J PROPOSED
® \ ` DRIVEWA Y
BENCHMARK: 0_ 97} _ rws¶"c N 9'17'46" E
MANHOLE
ELEV.=970.7 -
(ASSUMED) EXISTING WALK
EXISTING ,
CURB CUT
INSTALL SIL T FENCE - cW,a
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,
,
,',-SOUTH LINE SECT. 12, TWP. 116, RNG. 23
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Advance
Surveying & Engineering, Co.
17917 Highway No. 7
Minnetonka, Minnesota 55345
Phone (952) 474-7964
Web: www.advsur.Gom
I HEREBY CERTIFY THAT THIS PUN, SURVEY OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERWSION
DATE SURVEYED:
AND THAT I AM A DULY REGISTERED LAND SURVEYOR
UNDER THE LAWS OF THE STATE OF MITA
",-c- - n- 4
JULY 8, 2020
DATE DRAFTED:
Wayne W. PreLoif
#43503
JULY 14, 2020
LICENSE NO.
JULY 14, 2020
DATE
SHEET TITLE
PROPOSED SURVEY
SHEET SIZE: 17 X 22
DRAWING NUMBER
200983 JR
SHEET NO.
S1
SHEET 1 OF 1