3501 Lexington Ave 4
Use BLUE or BLACK Ink
---------
For Office Use j
I
I Permit City of Ea
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� Permit Fee:
3830 Pilot Knob Road
Eagan MN 55122 } Date Received:
Phone: (651)675-5675 I I
Fax: (651)675-5694
JUN 2 ���� staff:
-----------------
J
2016 COMMERCIAL BUILDING PERMIT APPLICATION
Date: 6/23/16 Site Address: O'leary Park 3501 Lexington Ave
Tenant Name: Clty Of Eagan (Tenant is: New/ V/ Existing) Suite M
Former Tenant:
City of Eagan 651-675-5300
Name: Phone:
Prq ., w Address/city/zip: 3501 Coachman Point
Applicant is: Owner Contractor
Ty
# Description of work: New construction of Picnic Shelter
Construction Cost:
$40,000
City of Eagan
Name: License#:
3501 Coachman Point Eagan
ltlttt'� i" Address: City:
M N 55122 651-675-5300 (53
State: Zip: Phone:
r
Contact: Paul Watry Email: pwatry@cityofeagan.com
: Name: POligon 47741
Mx_ Registration#:
t
Address: 4240 N. 136th Ave city. Holland
chtte sneer
State: MI Zip: 49424 Phone: 616-399-1963
Contact Person: Steven Asselin Email: mike @nothlandrec.com
Licensed plumber installing new sewer/water service: Phone#:
't�/ans.and s
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..opherstateonecall.org
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 ap Iication 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 k which requires a review and approval of plans.
x 6 x rjL
Applicant's Printed Name Applicant's Signature
Page 1 of 3
ti
( l DO NOT WRITE BELOW THIS LINE
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 0 60D u� Occupancy MCES System AI A,
Plan Review ✓ Code Edition 2,6 MBG SAC Units
(25%_100% ✓") Zoning P City Water
Census Code Stories / Booster Pump
#of Units Square Feet 577(, PRV
#of Buildings ! Length Fire Sprinklers
Type of Construction V• 8 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 ✓ No
Reviewed By: �' � , Building Inspector Reviewed By: , Planning
COMMERCIAL FEES
Base Fee 0. 0-0 Storm Sewer Trunk
Surcharge Zo . w Sewer Trunk
Plan Review C • 00 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
O'leary Park 3501 Lexington Ave. f %Oe
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City of Eandfl Section Numbers
Aerial Street Names CityofEUn 2
June 23, 2o16
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AMERICAN
'ENGINEERING
T1;STIN.G, INC
CONSULTANTS
•ENVIRONMENTAL
GECTCFN7AL: REPORT OF GEOTECHNICAL
MATERIALS
ORENSICS EXPLORATION AND REVIEW
Proposed O'Leary Park Pavilion
3501 Lexington Avenue
Eagan,Minnesota
AET Report 01.06789
Date:
Apri125,2016
Prepared for;
City of Eagan
3501 Coachman Pt.
Eagan,MN 55122
1
4
•
www.arne gtest eqm
1�
Report of Geotechnical Exploration and Review
Proposed O'Leary Park Pavilion;Eagan,MN AMERICAN
April 25,2016 ENGINEERING
Report No.01-06789 TESTING,INC.
5.4.1 Glacial Till
The glacial till soils are moderate to high strength materials and are not judged to be significantly
compressible under anticipated foundation loads. The glacial till soils are judged to be slow to
moderately slow draining and moderately 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 clayey sand till soils found at about 4 feet below grade.Based on
our boring, we anticipate subcutting depths of about 2 feet to remove the fill and topsoil. 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.
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 clayey 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
Page 4 of 8
Report of Geotechnical Exploration and Review
Proposed O'Leary Park Pavilion;Eagan,MN AMERICAN
April 25,2016 ENGINEERING
Report No.01-06789 TESTING,INC.
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.
63.2 Fill Placement and Compaction
We recommend excavation of the on-site fill soils down to the glacial till soils found at about 4
feet below grade. We recommend using non-frost susceptible (NFS) granular soils as backfill.
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). The drain tile lines should be drained to a sump (where it can be pumped) or to a gravity
outlet to help prevent the accumulation of excess 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.
6.2 Foundations
After the site preparation described above,the building can be supported on conventional spread
footing foundations bearing on the naturally-occurring till soils or on new compacted fill.
Page 5 of 8
AMERICAN
ENGINEERING SUBSURFACE BORING LOG
TESTING, INC.
AET No: 01-06789 Log of Boring No. 1 (p.1 of 1)
Project: O'Leary Park Pavilion;3501 Lexington Avenue,Eagan,MN
DEPTH
Surface Elevation 100.3 GEOLOGY N MC SAMPLE REC
FIELD&LABORATORY TESTS
FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL 442
FILL,mixture of silty sand and sandy silt, FILL
1 slightly organic,trace roots,dark brown 62
FILL,mostly clayey sand,a little gravel,brown, 14 M SS 14
a little dark brown 10
2 CLAYEY SAND,a little gravel,brown,very TILL
3 stiff(SC) 8 M SS 10 18
4
5—
22 M SS 14 11
6
7
8 17 M SS 14 11
9
10
25 M SS 14 10
11
12 CLAYEY SAND,a little gravel,brown and
grayish brown,very stiff(SC)
13 16 R SS 14 15
14 SANDY LEAN CLAY,a little avel grayish
» ,tea n
is brown,hard,laminations of silty and(CL)
37 M SS 16 15
16 END OF BORING
0
3
v
a
i
0
J
4
a
Y
DEPTII: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO
DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED
b 0-14/z 2.25 11 HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL
3/28/16 10:50 13.5 12.0 13.5 12.5 SHEETS FOR AN
s 3/28/16 11:00 16.0 14.5 16.0 None EXPLANATION OF
oBORING
COMPLETED: 3/28/16 TERMINOLOGY ON
a DR: SG LG: TPM Rig: 7 THIS LOG
03/2011 01-DHR-060