4050 Countryview Dr Use BLUE or BLACK Ink
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For Office Use j
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City of Eatan I Permit#: I� I
3830 Pilot Knob Road Permit Fee:
Eagan MN 55122 Date Received:
Phone: (651)675-5675
Fax: (651)675-5694 JU 4 231016 � Staff:
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2016 COMMERCIAL BUILDING PERMIT APPLICATION
Date: 6/23/16 Site Address: Captain Dodd Park 4050 Country View Road
Tenant Name: City of Eagan (Tenant is: New/ V/ Existing) Suite#:
Former Tenant:
City g of Eagan 651-675-5300
Name: Phone:
3501 Coachman Point
Address/City/Zip:
Applicant is: Owner Contractor
Description of work: New COnStrUCtlOn Of Picnic Shelter
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Construction Cost: $40,000
City g an
of Eagan
License#:
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Address: 3501 Coachman Point city: Eagan
MN 55122 651-675-5300
y State: Zip: Phone:
Paul Wat wat clt ofea an.com
... Contact: ry Email: (� rY@ Y g
= Poli on 47741
Name: g Registration#:
4240 N. 136th Ave Holland
Address: City:
At'Chtn�
MI 49424 616-399-1963
State: Zip: Phone:
Steven Asselin mike @nothlandrec.com
n>> Contact Person: Email:
Licensed plumber installing new sewer/water service: Phone#:
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CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.ora
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and
codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans.
x x
Applicant's Printed Name Applicant's Signature
Page 1 of 3
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1
DO NOT WRITE BELOW THIS LINE r �(C� U
SUB TYPES
Foundation _ Public Facility _ Exterior Alteration-Apartments
_✓ Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial
_ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility
Miscellaneous Antennae
WORK TYPES
New _ Interior Improvement Siding _ Demolish Building*
Addition _ Exterior Improvement Reroof _ Demolish Interior
Alteration _ Repair Windows _ Demolish Foundation
Replace _ Water Damage Fire Repair _ Retaining Wall
Salon Owner Change *Demolition of entire building–give PCA handout to applicant
DESCRIPTION
Valuation Occupancy u MCES System AI A
Plan Review ✓ Code Edition 2d/S Al SAC Units
(25%_100% ✓) Zoning City Water
Census Code Stories / Booster Pump
k
#of Units Square Feet 5-7C, PRV
#of Buildings / Length Fire Sprinklersi
Type of Construction V. 13 Width.
REQUIRED INSPECTIONS
✓ Footings(New Building) Sheetrock
Footings(Deck) Final/C.O.Required
Footings(Addition) ✓ Final/No C.O.Required
Foundation Other:
Drain Tile Pool:_Footings —Air/Gas Tests _Final
Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick
Framing Windows
Fireplace:_Rough In _Air Test _Final Retaining Wall
Insulation Erosion Control
Meter Size: Concrete Entrance Apron
Final C/O Inspection: Schedule Fire Marshal to be present: Yes 1ZNo
Reviewed By: e2*1p , Building Inspector Reviewed By: , Planning
COMMERCIAL FEES
Base Fee 0. 0-0 Storm Sewer Trunk
Surcharge 20 ' "'`.;, Sewer Trunk
Plan Review Water Trunk
MCES SAC Street Lateral
City SAC Street
S&W Permit&Surcharge Water Lateral
Treatment Plant Other:
Treatment Plant(Irrigation)
Park Dedication
Trail Dedication
Water Quality TOTAL:
Page 2 of 3
Captain Dodd Park 4050 Country View Drive
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June 23, 2o16
Map Powered by DataLblk
760
AMERICAN
ENGINEERING
TESTING, INC.
CONSULTANT�3
ENVIRONMRNTAL..
GECT�CHNICAL REPORT OF GEOTECHNICAL
-mATERIALS
FOREtdSICS
EXPLORATION AND N
REEW
Proposed Captain Dodd Park Pavilion
4050 Country View Drive
Eagan,Minnesota
AET Report 01-06787
Date;
April 22,2016
Prepared for: .,
City of Eagan
! 3501 Coachman Pt.
Eagan,MN 55122
i
Report of Geotechnical Exploration and Review
Proposed Captain Dodd Park Pavilion;Eagan,MN AMERICAN
April 22,2016 ENGINEERING
Report No.01-06787 TESTING,INC.
5.4.2 Coarse Alluvium
The coarse alluvium is judged to be moderate strength material and is not judged to be
significantly compressible under anticipated building loads. The coarse alluvial soils classified as
sand and sand with silt(SP and SP-SM) are judged to be fast draining and not significantly frost
susceptible. The soils classified as silty sand(SM)are judged to be moderately slow draining and
at least moderately frost susceptible.
5.4.3 Fine Alluvium
The fine alluvial soils classified as sandy silt are judged to be moderately slow draining and
highly frost susceptible.
6.0 RECOMMENDATIONS
Based on the soil conditions found in our boring, it is our opinion that after proper site
preparation the proposed pavilion can be supported on conventional spread footing foundations.
Details of our recommendations are given below.
6.1 Building Grading
6.1.1 Excavation
The site preparation for the building pad should consist of stripping/subcutting the existing
vegetation,fill, and any organic,wet, or unstable soils that may be found. The subcutting should
extend down to the non-organic coarse alluvial sand soils found at about 4 feet below grade.
Based on our boring, we anticipate subcutting depths of about 21/2 feet to remove the fill. The
actual required depths of subcutting will need to be determined during earthwork. Because of the
uncertain fill depths,we recommend that the earthwork contract include a unit price line item for
extra soil correction required beyond what is estimated.
Page 4 of 8
Report of Geotechnical Exploration and Review
Proposed Captain Dodd Park Pavilion;Eagan,MN AMERICAN
April 22,2016 ENGINEERING
Report No.01-06787 TESTING,INC.
The lateral zone of stripping/subcutting should be extended out horizontally at least 1 foot from
the outside edges of perimeter footings for every foot of fill required below the base of the
footings(i.e., 1:1 lateral oversize).
The on-site silty soils can easily become disturbed under construction traffic, especially if the
soils are wet. If soils become disturbed, they should be subcut to the underlying undisturbed
soils. The subcut soils can then be dried and recompacted back into place. If the materials cannot
feasibly be dried and compacted to the recommended minimum criteria,they should be removed
and replaced with new fill.
6.1.2 Fill Placement and Compaction
We recommend excavation of the on-site fill soils down to the coarse alluvial soils found at
about 4 feet below grade. We recommend using non-frost susceptible (NFS) granular soils as
back ill. The purpose of this is to reduce the potential for the characteristic heave that can occur
when clayey soils freeze each winter. We recommend that the NFS granular soils contain less
than 8% (by weight) passing the #200 sieve and less than 40% (by weight) passing the #200
sieve. If an alternative material is proposed, please contact us for review. New fill should be
placed in thin lifts and compacted to at least 95% of the maximum Standard Proctor dry density
(ASTM: D698). If the new sand fill extends down to the on-site coarse alluvium it should not be
necessary to place drainpipe at the base of the sand fill to remove infiltrating water.
The zone of NFS sand backfill should extend at least 2 feet beyond the edges of the entry slabs.
Under sidewalks or slabs, the NFS sand and should be tapered outward away from the building
at a 6:1 (H:V) or flatter slope. The purpose of the tapering is to reduce the potential for abrupt
slab displacement when zones farther away from the building may heave during winter.
Page 5 of 8
AMERICAN
ENGINEERING SUBSURFACE BORING LOG
TESTING,INC.
AET No: 01-06787 Log of Boring No. 1 (p.1 of 1)
Project: Captain Dodd Park Pavilion;4050 Country View Drive,Eagan,NIN
FIELD&LABORATORY TESTS
DEPTH Surface Elevation 107.5 GFOLOGY N MC SAMPLE E WC DEN LL PL 0-#20 TYPE
FEET MATERIAL DESCRIPTION
FILL,mostly silty sand,trace roots,brown,a FILL
little dark brown 15 M SS 14
1
2
SILTY SAND,fine grained,brown and grayish "..'COARSE 14 M SS 14
3 brown,iron oxide staining,moist,medium ALLUVIUM
dense,laminations of sandy silt(SM)
4
5 11 M SS 10 16
6
SANDY SILT,grayish brown,iron oxide FINE
staining,moist,medium dense,lenses and ALLUVIUM
laminations of silty sand and sand with silt(ML) 11 M SS 10 20
8
9— SAND,fine grained,brown and grayish brown, :COARSE
moist,medium dense,lenses of sandy silt and '` ALLUVIUM
10 silty sand(SP) 19 M SS 12
(1
12
18 M SS 14
13
14 SILTY SAND,fine grained,brawn and grayish
brown,moist,medium dense,laminations and
15 lenses of sand with silt(SM) 20 M SS 16
F16 END OF BORING
0
PS
'a
a
a
Y
a
0
$ DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO
DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED
0-14%1 2.25"RSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL
3/28/16 5:10 16.0 14.5 16.0 None SHEETS FOR AN
EXPLANATION OF
BORING 0
TERMINOLOGY ON
o COMPLETED: 3/28/16 1 1 THIS LOG
DR: SG LG: TPM Rig: 7
O1-DHR-060
03/2011