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3501 Lexington Ave 4 Use BLUE or BLACK Ink --------- For Office Use j I I Permit City of Ea E nn � I I � 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 -_a t� etaI r fro t t T F ri" r r f Ar m i �, .iM`. � C. I r} tH�' t'1 �i!. tk f r t �7•� r _ r r 1 in=376 ft Lakes Storm Basin N Wetlands City of Eandfl Section Numbers Aerial Street Names CityofEUn 2 June 23, 2o16 Map Powered byDataLink 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