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4050 Countryview Dr Use BLUE or BLACK Ink --------- For Office Use j I I 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: --------- - 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 T vx Construction Cost: $40,000 City g an of Eagan License#: r �z 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#: P - � �� 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 / � 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 �x a 1 r i 4 #Y.. x'. .. 1. r �4' a 1 r I in = 188 ft Lakes Storm Basin N Wetlands City EaEdfl of Section Numbers g an Aerial Street Names CtyofEUn 2 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