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3340 Central Park Village Dr ' Use BLUE or BLACK In 6 2U16 I For Office Use Permit#: City of Ea a� I E Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 I Date Received: I Phone: (651)675-5675 Fax: (651) 675-5694 I Staff: I �/ v ---------------- 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/22/2016 Site Address: Yankee Doodle/ Pilot Knob Rd. , Eagan, MN 55121 Tenant Name: Spec Retail/ Building M (Tenant is: X New/ Existing) Suite#: Former Tenant: N/A e3:23i's'vfiie3:tfc2naif^v7i?i.a::°F•::^.-n5:iui^EE3 ® - --- N m e: C M Corporation n Phone: 612-395- 7 030 500 Washington Ave S. , Suite 3000, Minneapolis, MN 55415 Minnea E. Address/City/Zip.. p :bfi?�u^4ic?'°?x `;i3'ri @s'SEEEEE3 ® X Applicant scant i s Own r Mi- e Contractor 3c?3E2�.i2EEwi?is= �°��^.>arm- m:s aa. Ev;:"rs Construction ct on of new building ithin Central Park mm nn °"`_ Description of work: g —.- "'' Construction Cost: y Name: TBD C_ vI?' License#: Address: ��Q� �Er"�`�'� 1'(�(�IS �-� City: nii in - 1 State: I�` ' Zip: y Phone: -a°:2 — ?fiE:3:Wiz'rfi33F:W ,`?:::iE'dF:i4i3ei�5i.....,;..;»a.•eny.». _ Contact: W1YL L �^^ Email:il: f ..l�-c C-) ni Robert Lucius, RSP Architects Registration 14066 Name. fion#: g iE5iy':'st'?s,•^ ® _ - 1220 Marshall Street NE Minneapolis Address: City: MN - - 5541 3 12 77 71 - 6 6 00 == State: Zi p: Phone: Robert Lucius ;r-i a£ Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: : .....-.._. ...__ �_.. ..z:...au..=.:.... ........._....,.z,... <° ..........._ ._.e.«.-,,; _a.^•a.....,,.,,.w............•.z....., n ..... ... ..,.__.._ez....,........._ _._.._.».. _.. ._s .:s::;.•:::s•—::::»..:a:::v_.;. 3a.v..�...._.._„7'._a....:' ».:::4v -r `: .z....._e.....,rf{: _.;;;._. ....._ .__a..— ..._...... ^s®•._'.•:zn..siv»::;;::.:•ri:. s¢is3r.:'cFiiEi2E�_...........EA ,__. ...__... r-.......x__°......._.. a .° ': :. .,•�. .__.r.z.:.._,,,..w{:;,.z, E,-S.,:.;::. .c:a:c::.;q•”-r•_nCzt„v';::s;-;«zEs....«...... .-.,._.................z.....-...z.......:r.....,_..........r_._..._r.-:a=•.::..... �_.....,r.:::::::::;:.•:.;»::•sza:r.:.au. .. •z:»:::::-:::m-.».z:::::::::::.::::Y.3;3 r._..�?i:;x?:_......._ .— °....... ...... -....: ............ ....a,... _,. ,.............._........_... ;,r.3ure::::c::••us::::^:�:::a"xi= 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.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 application for a permit, and work is not to start without a permit;that the work will be' ccordance with the approved plan in the case rk which requires a review and approval of plans. X x Ap cant's Printed t, me App cant's Sig t r Page 1 of 3 �/`{�� V a F 1/7�OE '04 , `7 C�f DO NOT WRITE BELOW THIS LINE ZE0 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 15a; Vero. °!. Occupancy A MCES System Plan Review ✓ Code Edition 10K MP46 SAC Units 2 (25%_100% Zoning PD City Water ✓ Census Code Stories / Booster Pump #of Units Square Feet l�5 79 PRV #of Buildings Length /// Fire Sprinklers Type of Construction Width ro 3 =S'r REQUIRED INSPECTIONS / Footings(New Building) +/ Sheetrock Footings(Deck) v7"Final/C.O. Required Footings(Addition) Final/No C.O.Required Foundation V/ Other: &/ mPPIMG Drain Tile Pool: Footings —Air/Gas Tests _Final Roof:_✓Decking ✓Insulation _Ice&Water Final ✓ Siding:_Stucco Lath _✓Stone Lath Brick y/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: Ot'/G , Building Inspector Reviewed By: ph-*W '� ' , Planning COMMERCIAL FEES Base Fee 4706 .7 5" Storm Sewer Trunk Surcharge 3 �, a o Sewer Trunk Plan Review 3, 6" .51 Water Trunk MCES SAC �'-� 110 • — Street Lateral City SAC ZZo• w Street S&W Permit&Surcharge Water Lateral Treatment Plant //? 2-T" Other: Treatment Plant(Irrigation) Park Dedication 3, 75,0. --w Trail Dedication Water Quality TOTAL: 35.1 L/ Page 2 of 3 MCES USE:Letter Reference: 160420A8 Address ID:704367 Payment ID:392460 Date of Determination:04/20/16 Determination Expiration:04/20/18 Greetings! Please see the determination below. Project Name: Central Park Commons Building M Project Address: Yankee Doddle/Pilot knob Road Suite#/Campus: Central Park Commons City Name: Eagan Special Notes: The Council understands this building has speculative retail. At the time the finishing permits are issued, if the use changes from its speculative use to a different use,the SAC assignment needs to be reviewed based on that change. Charge Calculation: Retail (speculative): 5976 sq.ft. @ 3000 sq.ft./SAC= 1.99 Total Charge: 1.99 or 2 Credit Calculation: none Total Credit: none Net SAC: 2 —or— 2 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: cory.mccullough @metc.state.mn.us. Thank you, Cory McCullough SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street North I St.Paul, MN 55101-11805 C 0 U N C i 10 lilt � Pill i W \J 1 MAMA 4 a _ o� � Y L f i t g. 3 Y N's 21 ul F L k i r I I i R ll i 107 oil Mir (,\k&c,e. City of Eaall pifilis��i 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JUL 2 2 2616 Use BLUE or BLACK Ink For Office Use Permit #: / 7 Permit Fee: V ' Date Received: Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: '7 - 16' i G Site Address: `') t) C t v` rav1 PC,vl< V IOI.S t c Tenant: $k.) 1 ' M Name: Phone: Suite #: J Address / City / Zip: Applicant is: Owner Contractor Description of work: IJ�r0 'C 'v J oa Construction Cost: (o 7 0 Estimated Completion Date: 1q *-1 Name: c,ct f; f, License #: Address: '.;000 W4Z.."th le, 4'C City: L--; C C ,Qtk, State: " 1 Zip: 56) 17 Phone: (05)" '77/ -S p714 Contact: , C j t n V''.r' fc t.,h Ema I: _\L)5;-+ ^ es re. . CO FIRE PERMIT TYPE io Sprinkler System (# of headsc.) Fire Pump _ Standpipe Other: WORK TYPE X New _ Addition Alterations Remodel Other: DESCRIPTION OF WORK: )6 Commercial _ Residential _ Educational FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) Contract Value $ (17-7612)x .01 = $ (D1.50 Permit Fee = $j . 'St Surcharge =$ 70.Zt TOTAL FEE 3/4" Fire Meter - $280.00 =$ "tO Fire Meter = $ )5(`) , O TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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 a . - • ance with the approved plan in the case of work which requi review and approval of plans. 05 (A r5 t Applicant's Printed Name A cant's Sign- yre v City of EaQaa 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: --/ Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two (2) sets of plans with all commercial applications. / Date: 7/13/2016 Site Address: Central Park Commons 3 'L a /141641 Tenant: Building M Suite #: Prope. Owne Name: Welsh Co Phone 952-897-7750 Voss Utility & Plumbing License #: PC000306 Address: PO Box 240 City: Hanover State: MN Zip: 55341 Phone; 763-497-4577 Email: vossup@comcast.net New Replacement Repair Rebuild Modify Space Work in R.O.W. Description of work: New Building COMMERCIAL ✓ New Construction _____ Modify Space CPIrrigation System ( yes / no) (___ RPZ / _ PVB) • Rain sensors required on irrigation systems ! ✓`�. • Avg. GPM (2'" turbo required unless smailer size allowed by Public Works) 1�(� _I Meters Cali (651) 675-5646 to verity that tests passed prior to picking up meter. v \ Domestic: Size & Type .1.5 Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers Yes No A COMMERCIAL FEES 111;z17,1 �Jr�4 �7/C�c © r e��Contract Value $ 24700.00 $60.00 Permit Fee Minimum • �247.00 Permit Fee f $60.00 PVB/RPZ Permit (includes State Surcharge) f��' Q� .. $ �f tO = $ 12.35 Surcharge x.0 Surcharge = Contract Value x $0.0005 259.35 the project valuation is over $1 million, please call for Surcharge $ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts, $ Treatment Plant $ Water Supply & Storage State Surcharge 3q' 6 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. 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 Steven Voss Applicant's Printed Name FOR OFFICE USE Required Inspection r Related !tern x Applicant's Sign Aprvedl " h. t .) Air- Test G Ffinal PRV R adioRead flenometo ., Page 1 of 3 To: Building Inspections Page 5 of 5 2016-09-23 19:19:02 (GMT) From: Seth Stiebinger City of Eaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: *�IS( Permit Fee: Date Received: 9, 76 Staff: L 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 9/23/2016 Site Address: 3340 Central Park Commons Drive Building M Tenant: GI t id1 t'71 -G nrar s i►s,' Suite #: Name: CSM Corporation Phone: 612.395.7000 Address city/zip: 500 Washington Ave S Suite 3000 Applicant is: 1 Owner Contractor Description of work: Fire alarm on shell of building Construction Cost: 1081.00 Estimated Completion Date: 10/22/2016 Name: Wellington Security Systems Address: 5555 West 78th Street City: Edina State:MN Zip: 55439 Phone: 612.822.4094 Contact: Lucia Palmer Email: Ipalmer@wellingtonsecurity.com License#: TS00657 New Addition Remodel Other: Alterations I DESCRIPTION OF WORK: Commercial Residential Educational FEES I $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 ( If the project valuation is over $1 million, please call for Surcharge r Contract Value $1081.00x .01 =$60 = $ .54 = $ 60.54 Permit Fee Surcharge* TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used 1 hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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 Lucia Palmer Applicant's Printed Name Digitally signed by Luca Palmaz DN: ahLuoil Palmer, ceWeiNngton Security Lucia Palmer oM.J�-1pxfmor�±t+elinglonsccuFtywm, c=US )( Date: 2010-:0.2314:15:11-05'00' Applicant's Signature MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on New Food: Cafe Zupas LLC, Project No. 170183 Location: 3340 Central Park Village Dr, Eagan, MN 55121, Dakota County Date Approved: October 24, 2016 Date Received: September 6, 2016 Submitted by: Ryan Moss, 460 West Universal Circle, Sandy, UT 84067, (801) 200-2363 Thank you for submitting plans to the Minnesota Department of Health (MDH). The plans appear to be in general compliance with the standards of this department and have been approved. You are responsible for compliance with all aspects of the Minnesota Food Code. This code is available at http://www.health.state.mn.us/divs/eh/food/code/index.html. Please see report below for the changes and/or comments. Scope of Project: Construction of a new fast, casual restaurant serving soup, salad and sandwiches. Submitter was asked about specialized processes such as cook/chill, sous vide and reduced oxygen packaging. Submitter indicated that no specialized processes are used at the establishment. Large batches of soups are made to be used throughout the week. House -made salad dressings are to be used within 48 hours of being made. The juice infusions are made 2-3 times per week; the concentrate is stored in the walk in cooler and ingredients such as honey and water are added before service. Upon completion the facility will be licensed as a high risk, medium foodservice establishment served by municipal water and sewer. Contact Ryan Lee at 651-201-3988 to obtain a license application and to schedule all pre -operational inspections. All license fees must be paid prior to scheduling all pre -operational inspections. No food is permitted in the establishment until approval from the Health Authority is given. 1. Equipment Standards — General Requirements: Food and beverage equipment shall meet the applicable standards for one of the following: • National Sanitation Foundation (NSF). • Edison Testing Laboratories (ETL) to NSF Standards. • Underwriters Laboratory (UL) to NSF standards. • Canadian Standards Association (CSA) to NSF Standards. Equipment shall bear the NSF or equivalent sticker and manufacturer information. The Sanitarian doing the pre -operational inspection will follow up to ensure that all equipment meets applicable standards. All custom fabricated equipment shall meet NSF International or equivalent standards and bear a sticker indicating the equipment meets the standard. Custom Equipment Manufacturer Kettle stand, salad sink, stainless steel work table, juicing station cabinet and top Stainless Dynamics Cafe Zupas LLC New Food 170183 Page 2 Approved Food contact surfaces (tables and counters) shall be of stainless steel construction in compliance with NSF Standard No. 2 or equivalent. Table -mounted equipment that is not easily movable shall be sealed to the table or elevated on four (4) inch NSF legs. All floor mounted equipment shall be sealed to the floor or elevated on casters or six (6) inch NSF legs: Enough equipment for cooking, heating and hot holding shall be provided. Equipment should be sufficient in number and capacity to meet the needs of the establishment. Enough equipment for cooling and cold holding shall be provided. Equipment should be sufficient in number and capacity to meet the needs of the establishment. 2. Walk-in Cooler/Freezer: Model walk in cooler approved: Kolpak Floor & interior base cove: Epoxy / Stainless steel coved base Exterior base cove: Stainless steel or integral epoxy coved base Model walk in freezer approved: Kolpak Floor & interior base cove: Stainless steel / Stainless steel coved base Exterior base cove: Stainless steel or integral epoxy coved base Shelving inside walk in coolers and freezers must meet NSF International or equivalent standards and shall be approved for use in a cold environment. Condensate from interior walk-in refrigeration equipment shall be drained to a floor drain located outside of the unit, or the unit shall be equipped with an evaporator pan. 3. Ventilation System: (Captive Aire)Type II hoods provided for: Dishmachine and soup cooking line. All ventilation systems shall be designed, installed and operated according to chapter 1346 of the Minnesota Mechanical and Fuel Gas Codes. Exhaust ventilation systems shall be designed to prevent grease or condensation from draining or dripping onto food, equipment, utensils, walls, ceiling, linens and single -service articles. All rooms shall have sufficient tempered make-up air and exhaust ventilation to keep them free of excessive steam, condensation, vapors, obnoxious or disagreeable odors, smoke and fumes. Sufficient tempered make-up air shall be provided and interlocked with ventilation equipment. 4. Sinks: A three -compartment sink with dual integral drain boards will be provided. • Sink bowls shall be adequately sized for the largest utensil to be washed in the three - compartment sink. Cafe Zupas LLC New Food 170183 Page 3 Approved • Approved racks, shelves or dish tables for storing soiled equipment and utensils and air drying clean equipment and utensils will be provided. A two-compartment food preparation sink with a salad spinner will be provided. Four hand sinks will be provided. • Each handwashing sink shall be provided with hot and cold water through a mixing valve or combination faucet. A mop sink will be provided. 5. Dishmachine: Advantage ADV -B All warewashing activities require an area for disposal of garbage and scrapping. Integral drainboards, utensil racks, or tables large enough to accommodate all soiled and clean items shall be provided. Chemical sanitizing warewashing machines shall have space for a minimum of five racks for air - drying utensils. A warewashing machine that uses a chemical for sanitization shall be equipped with a device that indicates audibly or visually when additional chemical sanitizer is needed. 6. Cabinetry: Beverage Station / Serving line Countertop Material: Granite Interior Cabinet Material: Stainless steel Exterior Cabinet Material: Stainless steel Type of Base: X_ 6" Stainless steel legs 4" Solid Concrete Curb 7. Storage Area: Shelving will be provided to maintain food items, single -service items and equipment six (6) inches above the floor. Designate an appropriate chemical storage space separate from food products, single -service items and food equipment. Cafe Zupas LLC New Food 170183 Page 4 Approved 8. Physical Facility: Floors, walls, and ceilings in areas where food is stored, prepared or washed, toilet rooms and janitorial rooms shall be smooth, non-absorbent, durable and easily cleanable. Approved Finish Schedule Finish Area Walls: Ceiling: Floor/Integral Cove Base: Kitchen, 103: FRP/Stainless steel Smooth vinyl tile Epoxy floor system with integral coved base * * Serving line, 102: Ceramic tile /FRP / Stainless steel Smooth vinyl tile Epoxy floor system with integral coved base** Beverage station: FRP / Glass panel Black acoustical tile Epoxy floor system with integral coved base * * Poured Floor: Per email dated, October 13, 2016, "Specifications for Epoxy are found on A202 under Resinous flooring. The 3 manufacturers that we ask for all produce the same product. Once the contract is awarded we can provide you an exact specification that will be used." An integral base cove shall be troweled up the wall. The coving material shall be consistent with the floor. An epoxy floor shall be installed, maintained and cleaned according to manufacturer's recommendations. Rough aggregate must not be installed under equipment. 9. Lighting: Install a sufficient number of shielded lighting fixtures in the walk-in cooler/ freezer and dry storage areas to provide a minimum of 10 foot candles measured at 30 inches above the floor. Customer self-service areas, food and utensil storage rooms, areas behind a bar and toilets rooms shall be provided with at least 20 foot candles of shielded light measured at 30 inches above the floor. Food preparation areas in which food or beverages are prepared, utensils are washed shall provide a minimum of 50 foot-candles of shielded light measured 30 inches above the floor. 10. Dressing Rooms and Lockers: Lockers or other suitable facilities shall be provided for the orderly storage of employee's clothing and other possessions. Cafe Zupas LLC New Food 170183 Page 5 Approved 11. Self- Service beverage station: Buffet tables, salad bars and other similar equipment located in the customer areas shall have approved flooring material to a distance of 3 feet surrounding the equipment. Original proposal included sealed concrete at the beverage station. Per email dated, October 19, 2016, an approved epoxy floor system with integral coved base will be provided at the beverage station. 12. Plumbing: A plumbing plan approval letter has not been received at this time. Provide at opening inspection evidence that the plumbing system has been inspected and approval given by the local building official or a representative from the Department of Labor and Industry (DOLI). All pipe chases that pass through walls shall be tightly sealed and covered with escutcheon rings. All utility lines shall be enclosed in walls or ceilings. Any exposed utility lines must be installed at least 6" off the floor. Indirect waste pipes shall not discharge into hand sinks, prep sinks or three -compartment sinks. Telltale drains are required for food service sinks. All commercial water heaters shall be of adequate capacity to meet the needs of the anticipated demand of the establishment. 13. Other Code Requirements: For information on the Minnesota Clean Indoor Air Act (MCIAA) contact 651-201-4601 or visit their website at http://www.health.state.mn.us/divs/eh/air. Contact MN Electrical Licensing & Inspection at 651-284-5026 or visit their website at http://www.dli.mn.gov/CCLD/Electrical.asp for information on electrical requirements and the name of the electrical inspector in your area. Sincerely, Matt Finkenbiner, R.S. Environmental Health, FPLS Plan Review Mankato District Office 12 Civic Center Plaza, Suite 2105 Mankato, Minnesota 56001-3752 Cit of Eaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 SEP -62016 Use BLUE or BLACK In For Office Use / I T Permit #: 1S5':-37 So i ci in lC i0--.4it Permit Feer `% 7 Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 9/2/2016site Andress: 3340 central park village drive Tenant Name: Cafe Zu pas/ (Tenant is: New / Existing) Suite #: 120 Former Tenant: Name: Technology Drive Ventures ,LLC Phone: Address /city /zip: 19602 Waterford Court Shorewood,mn55331 Applicant is: / Owner Contractor Description of work: Construction Cost: TI 300.0003eg, 854 per. 13,-(-#., LkP p -;- Name: ©.'eX Co•°, tA•c,¢(i h License #: q r (37o 83 Address: %93/ toes -1-- 35°''511 -t -c 71 State: ISIM) Zip: S'S Phone: Contact: City: T/. Lam„:5 P_rk '5z- 4129- 7233 Email: • •,i-. 401' � c ca . C ok% Name: Babcock design Group Registration #: 51882 Address: 52 exchange place City: Salt lake city State: utZip: 84111 Phone: 8015311144 Contact Person: Lou phung Email: LOU@babcockdesign.com Licensed plumber installing new sewer/water service: Phone #: ►11 Pans ana up�4rt►ng do �ttment t e rnformatron may be classified as iron- concf •ou subrr it are e he thou >yare:t on 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.qopherstateonecall.orq 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 th will be in acc dance with the approved plan in the case of work w•' - requires a review an approval of plans. Ap • can - rinted N Re -6k x Applica Page 1 of 3 4 'D J Ci 0‘ -(1 -kg -/91 ee/Lih/ NOTRITE biELOW THIS LINE SUB TYPES Foundation X Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100%' ( ) Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage ?96, YDS' 1lGS Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Drain Tile Roof: _Decking Insulation Ice & Water X Framing 30 Minutes X 1 Hour Fireplace: _Rough In _Air Test _Final Insulation Sheetrock Windows Final C/O Inspection• Reviewed By: Final Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant A -2 MCES System ri ZoiS `nf3G SAC Units /o Fer/L Po City Water V 1 Booster Pump 3762. PRV Fire Sprinklers �( Final / C.O. Required yes Final / No C.O. Required Other: Pool: _Footings Air/Gas Tests Final Siding: _Stucco Lath _Stone Lath Brick _ EFIS Retaining Wall Erosion Control Concrete Entrance Apron Meter Size: Electronic Plans Required edule Fire Marshal to be present: Yes No , Building Inspector Reviewed By: t , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication * Zg38's 37 /8 4,5 j2 Z 1. 85c) . * 1/Go 86 ZS Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL:11 ,5"737 Page 2 of 3 MCES USE: Letter Reference: 16092767 Address ID: 704367 Payment ID: 396459 ! ) 3 q3 -z4. Date of Determination: 09/27/16 Greetings! Please see the determination below. Determination Expiration: 09/27/18 Project Name: Cafe Zupas Project Address: 3340 Central Park Village Drive Suite #/Campus: 120 aka M2, Central Park Commons Building M City Name: Eagan Applicant: Travis Larsen, Cafe Zupas., Ilc Special Notes: na Charge Calculation: Indoor Counter: 14 ft. @ 1.5 ft. / seat @ 10 seats / SAC = 0.93 Indoor Seating: 96 seats @ 10 seats / SAC = 9.60 Outdoor Seating: 420 sq. ft. @ 15 sq. ft. / seat @ 10 seats / SAC x 25% = 0.70 Total Charge: 11.23 Credit Calculation: Central Park Commons (SAC 07/16) Retail: 3420 sq. ft. @ 3000 sq. ft. / SAC = 1.14 Total Credit: 1.14 Net SAC: 10.09 — or — The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: tory.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street North I St. Paul, MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I metrocouncil.org nnort,,nit y Employer METROPOLITAN . , ;111;1 1 7, 0.,lg;:u72.41, W.d1.4,,, ME .7.3=t"........r....................... ' ..111 1 1 12 5 111.1.1 UL - NW NVDVD - svdnz 3AVD NVld 1:10O1d - r—I dno.16 u6i sap vo)cieq 1 t i a -I eg ' 5 gl- '' 1 ; 51 g 5 22 5 55 i 2 2 2 ,,- 'i '4 - 9 ; 4 7' ; 5 : i w '9 2 ' g ., -3 I , g 55 ielqg i564,ixtgiRt._,...' e 0 ()Go O©@O�©,�� 0006(E, 6(9)000)(4, e 0 (9 0 a qeg g m z i i 2 ' ! . . . —0 e - 5 i 5 2 0 • GENERAL CONTRACTOR SHALL VISIT s SITE PRIOR TO WORK AND VERIFY THE DIMENSIONS IN DETAIL 2/A111 • • ALL PLYWOOD SHOWN OR IMPLIED -s WITHIN THESE DRAWINGS SHALL BE FIRE -RETARDANT -TREATED • FOR RECHARGE BAR FRAMING REQUIREMENTS SEE DETAIL 4/A331 • GENERAL CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING FINISHES DURING CONSTRUCTION • SEE KITCHEN AND PLUMBING PLANS FOR EQUIPMENT DETAILS ALL EQUIPMENT PROVIDED BY OWNER SHALL BE RECEIVED AND STORED BY GENERAL CONTRACTOR; GENERAL CONTRACTOR TO 1/4. COORDINATE W/ OWNER'S REPRESENTATIVE — — — i 1 + me i i 5 t Z 5 5 Z . - - - I § u 4 i - •I'I h ' 2 t 2 u V 0 0 8 BEIEIBB 0 re oe T," C' -A Zr' a — 1/4 I o ., t: il 55 •,' eAk g ilit' 99P' titH PHU Iig 52 g 3 E17 - g 1 eg 5 rFti ;! 1 ' 5 , 21 _ r'I 12 1; p ii 5 ; 5 5 • g 5 H1.808 T icpq of 14180N I I I I m ,.© - - E 1 -7-- — Lo I ., , -,, . 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City: Phone: one: w �777 3 Email: gtP� %Address: /31e-- 17 5 State: Zip: J3Vb Contact: 370/715M ^J1 1^ ew Replacement Additional r Descrip ton of work: NU..) /2 A- 4 NOTE: Roof moil Cade. Please con' Alteration Demolition RESIDENTIAL Fumace Air Conditioner Air Exchanger Heat Pump Other New Construction Install Piping Gas COMMERCIAL Interior Improvement Processed / _ Exterior HVAC Unit Under/Above ground Tank (_ Install / _ Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge = $ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ _'O 0 x .01 .$ 300 `~' Permit Fee = $ Surcharge = $ 31>" TOTAL FEE 1 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 -CJI tekl Applicant's Printed Na e :"FOR OFFICE -US Required Inspect i'Underground Oh&Ct *City 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: (3'fl3'1 r Permit Fee: J 9 7. S Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 1 Site Address: 33 (O C-cxrra.A.}mac, f k. U Tenant: Suite #: ( i Property Owner Name: C --5.,••1/4.C.%,;-- -'1 Phone: Contractor Name: QC:4'` .1-i r7..1 .%. C-..,-.-r;-r-At-stir License #: 593 p..... Address: tc(7 s.ie it City: . ... State:Zip: , tis S-57. Phone: 45-I- 7g(_ 375 Email:�iii?..L.4)y �f(..511:1 --Y')-1"A-c-: c c: Type ew Replacement Repair Rebuild Modify Space Work in R.O.W. — — — Description of work: Pert Type COMMERCIAL mew Construction Modify Space Irrigation System ( yes / no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes No Flushometers _Yes _No COMMERCIAL FEES $60.00 Permit Fee Contract Value $ SSS v 0 rJ x .01 Minimum 6 z $60.00 PVB/RPZ Permit Surcharge = Contract If the project valuation = $ - 56 Permit Fee (includes State Surcharge) _ $ `5- Surcharge Value x $0.0005 is over $1 million, please call for Surcharge = $ 511) . S� TOTAL FEE Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ TOTAL FEE I CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. 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 perm 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 usaceer Applicant's Printed Name FOR OFFICE US Required Inspectioi Meter Related Approved i Under Ground ''%Rc&ugh-In est Meter Size Radio Read Manometer x Applicanf's Signature Page 1 of 3 Use BLUE or BLACK Ink For Office Use /yoo/ CA`IG.C1 �ty of Eaaafl ::::ee : � / 0-ilk: v`� Lii 7 (!�1 1S 3830 Pilot Knob Road � , Eagan MN 55122 i� V. Phone: (651) 675-5675 Date Received: /� Fax: (651)675-5694 _. Staff: . 2016 COMMERCIAL BUILDING PERMIT APPLICATION 11 n Date: (W .SiteAddress: _-1 ' —.. ,. __' Tenant Nate ` '® ( ant is: New/ Existing) Suite#: ' 4- d� U�'lI, i mer Tonlnt: name: J (11 .,rr� Phone: LD Z-'-3 1 " 'I Ob b Property Ow e t, Address/City/Zip: SCO S• wasl/1 t Vt/l(-0 V1 /'C -, i•AttettiNeckpott, s . i Applicant is: Owner Contractor Description of work: Tv'as 2N`&10 ctAv't S Construction Cost: /6d, Odd Q *e Name: KJ `'.kiA VI CO if\(tV%Ae(1(*Inicense#: Contractor Address: "OU M{IV14 f)t'K tit iTAO foil. City: MUAoLo t', 'ifit.t t 1.fl / .1 State: " 1 N Zip: 1/.0 Phone: 6S � 4 x.0 0 Contact: P'&VV D y1 106U(4, Email: AW 0.414,40rJ 4• (. w...., Name: � Registration#: � �1 t. Address: 1142-0 rAA&VSLriptk St. (Si E City: MI4V'tdf d ti,S 1 t\N State: O Zip: S - 13 Phone: ,, Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: :NOTE . ' ns and uppolng docu tsthat `submit -41~10*,p'tilM.inorm t thi to r�,- tin �� s non-public y r�r� 3:,:'-:::';'-':!...:!/;:';',."-'4641:,,-.4.':-.'7,.-i ctclQ°iat theme ,t �{ 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.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 application for a permit, and work is not to start without a permit;t the work will be in acc.rdance with he approved plan in the case of work which requires a review and approval of plans. x 1/11 x t RV/kr/111 (2 rill i It"--- Applicant's Printed Name Applicant's Signature Page 1 of 3 . - 412-id _VA-a. [1174426: ‘L' ' • 410 Ce DO NOT WRITE BELOW THIS LINE / /bo/0 SUB TYPES FoundationPublic 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 g0 ppm Occupancy 14 MCES System Plan Review Code Edition 2,0)s. Al . SAC Units (25% 100°707( ) Zoning r-177 City Water r Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers — Type of Construction �l e Width REQUIRED INSPECTIONS X Footings(New Building) Final/C.O.Required Footings(Deck) Final/No C.O.Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings _Air/Gas Tests _Final Drain Tile Siding: Stucco Lath Stone Lath _Brick_EFIS Roof:_Decking Insulation _Ice&Water _Final Retaining Wall Framing 30 Minutes 1 Hour Erosion Control Fireplace:_Rough In Air Test Final Concrete Entrance Apron Insulation Meter Size: Sheetrock Electronic Plans Required Windows -/_ Final CIO Inspection: dule Fire Marshal to be present: Yes '( No ,---- Reviewed By: , Building Inspector Reviewed By: i-_ , Planning COMMERCIAL FEES Water Quality Base Fee 4/,91 L Storm Sewer Trunk Surcharge 4 8p—' Sewer Trunk Plan Review ' 9Z0.39- 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 TOTAL: ZYC2, G 1 Page 2 of 3 Use BLUE or BLACK Ink IZQ-L For Office Use j` ,1/ Permit* sic- #: I110 TI C, Cityi,...:of Eatall . Permit F ' Pr i e: •l0 '. e i 3830 Pilot Knob Road NOVc Eagan MN 55122 N 2 8 2016 Date Received: /1--7(9-,/6 Phone: (651)675-5675 Fax: (651)675-5694 Staff: J 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION i Date: 1'1 Site Address: 3 ?)t-kc) C.e v,N,cak Ycw''k ►),16_)- e Tenant: C t'�C-4-e 2 0e0,_S Suite#: 19, i I Name: Phone: IProperty Owner j Address/City/Zip: j I r J I Applicant is: Owner Contractor , I 5I Type of Work Description of work: Construction Cost: Estimated Completion Date s P Name: -IDCc C F';r t Ptak L AiC" License#: C 5-O Z L, Contractor Address: -4:00 ( e 4^`\(f'L. ti'IC s City: L tc't.-C(1"& -C1 c I.I State: N\ Zip: 5 cj f) 7 Phone: Ll` 1– 7 l' ii f'S7c`"1 , Contact: _),',),S - .,-, l'' ("'1 Email \ ��-I ry_ iY L`�j C,C. C ,,► © r FIRE PERMIT TYPE WORK TYPE l Sprinkler System(#of heads q New —Addition 1 I Fire Pump ^Standpipe a Alterations _Remodel I I Other: I Other: i. DESCRIPTION OF WORK: % Commercial Residential _Educational FEES x.01 .3 o II $60.00 Permit Fee Minimum Contract Value$ �Q �� 1 Surcharge=Contract Value x$0.0005 =$ 5.;•SC) Permit Fee 1 If the project valuation is over$1 million,please call for Surcharge =$ 3C4135 ," urcharge $100.00 Residential New(includes State Surcharge) =$ � ® TOTAL FEE I v 3/4" Fire Meter-$280.00 / A =$ Fire Meter' Ii\. t , 1 _$ TOTAL FEE , **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;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 J `j� '.'"\ i T'`^i!� x �s / Applicant's Printed Name J Applic.nt's S'gnat FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In 1 Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed by: _ �/ y Date: / / /k / 1‘:2 / Use BLUE or BLACK Ink /7/. to+ —:c(� For Office Use , / _ C(,1 - * City10 of Ea it it ,19Ct2E--L7L-. ::::e: 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Phone: (651)675-5675 Date Received: Fax: (651)675-5694 DEC 2 12016 Staff: J 1 2016 MECHANICAL PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. I)"?1 At .; Date: I — iT I (' Site Address: 334"';)4"`3 G-c"�� 4-4"c P1*rL"►�- i!�.c.t_ ►e� f)"".t. `' 1 9- "_ Tenant: C,.4ra �.A4iki Suite#: (� Name: Phone: Ak / ri Resident/Owner Address/City/Zip: r%Il Name: A L �l n/* L I AieC ter rr,t,*4t 5 a t v rt 4,A) t' /�icense#: 6 - `�%�/ ` c�F i Address:3 ' U' 2.--'l 4 C7r jr City: (-4-11--444-"ii.•rye/ Contractor State: M'' Zip: J S"'2-'1 Phone: 651 'i"f?- '1'41 C Contact:D411 ,/%T.t-I PLtC-%Y Email: r 04-4.—L-e L_^fME-C-0-Pa..0..; C:„,-. New Replacement Additional Alteration Demolition a.:1-t) 0v1> V iJ✓ -, "p '-'1461. Jra-0a . 6.)ckA+3.4r; Type o Work Description of work: .r ;;aa I OP"4.• G C-iUUZJ 046 J. C NOTE'Roof mounted'and ground mounted mechanical equipinentsIs required to be'screened by City Code. Please contact the Mechanical Inspector for information on permitted screening Methods. RESIDENTIAL COMMERCIAL i Furnace New Construction X Interior Improvement Air Conditioner Install Piping 3 permit {'r "- p' g Processed Air Exchanger s Xi Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install/_Remove) 3 Other RESIDENTIAL FEES 1 I $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ It TOTAL FEE a COMMERCIAL FEES Contract Value$ �� ' x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE 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 anoro",-' flans. x I 4_,,i..-0...-e-,-1 1-1-4—i LA.- Applicant's Printed Name . . cant's • . ' e FOR OFFICE.USE Required Inspections: Reviewed By. ,' . Date ( r 1 UndergroundRoug h In Air Test " �� . � Gas ServiceTest InffP Heat ' Finitl HVAC Screening ` • Use f y®� BLUE or BLACK Ink �Y' For Office Use 401°' RE RECEIVED �� City of Eaaali 4 ?1 , Permit#: �3830 Pilot Knob-Road AN U 2017 Permit Fee: O� Eagan MN 55122 ii Date Received —.16,/, Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2017 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: ��f'l'/ Site Address: ›,c/ � ^ -�"ri~ 1/�rt - �f�t/'� Jc l L© Tenant: aSuite#: I a 0 Name: Phone: 4 ''''1,./:4);,„ a, ed ' Address/City/Zip: 5 `;�� Name: ,� 'Z License#: �'t� C, � • Address: s1 t7 L� � l< /l� j City: �s /C7-� a/el State: p Phone: eL ...h. J /14it — Email: sr Contacti New Replacement Additional Alteration Demolition Description of work: ,Y asr,::::414ti-‘-'''''4 �= ""`' RESIDENTIAL COMMERCIAL —Furnace 1 New Construction Interior Improvement Air Conditioner Install Piping Processed 'III' _Air Exchan er 9 Gas Exterior HVAC Unit i' Heat Pump — "�' A —Under/Above ground Tank (_Install/ Remove) A r. ' . —Other G /Sa�t`TdJ C°��(.G(u.,Cu. ( 4/ Lo `t�l,(/ j RESIDENTIAL FEES �N� C cs�t t� r-i 2✓� $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES G� 0® . Contract Value$ / x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal,includes State Surcharge =$ 6° a� Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE 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 ininthe case of work which requires a review and approval of plans. x - ,ve 7'`77 Applicant's Printed Name Applicant's Signature ,,�.• � AN•f �F.;-...-';'''',' : "''''';'-p---, - ,-*1.4- oe sv t _ � r: C Use BLUE or BLACK Ink 4 'r1 For Office Use Cityof Ea all r Permit#: ' . (6,-- Permit Fee: -gei s 3830 Pilot Knob Road MAR 0 91017 Eagan MN 55122 Date Received: 3-9--ii Phone:(651)675-5675 Fax:(651)675-5694 Staff: / __. 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 03/08/2017 Site Address: 3340 Central Park Village Drive Tenant: Naf Naf Grill Suite#: 100 e,'004,..::: 1 r 0 aFF. a Name: Phone: 7,"" Name: Steinkraus Plumbing 058655 License#: W)114460* 112 E 5th St, St Chaska MN 55318 Address: City: State: Zip: ' I ' ' ' , • • ,,, ,,,, , ., Phone: 952-361-0128 Email:jason@steinkrausplumbing.com ® 1IV k _New _Replacement Repair Rebuild ✓ Modify Space Work in R.O.W. >, �.r Plumbingfor new restaurantper plans �< Description of work: T COMMERCIAL New Construction .Modify Space Irrigation System(_yes/_no)(_RPZ/_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) _Meters Call(651)675-5646 to verity that tests passed prior to picking up meter.VYT I Domestic:Size&Type Fire: 1 ` Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES �=-- Contract Value$ 71x;OCC2 x.01 $60.00 Permit Fee Minimum -,.3 DO I $60.00 PVB/RPZ Permit(includes State Surcharge) _$ / Permit Fee =$ /(d r�4/ Surcharge Surcharge=Contract Value x$0.0005 Sal /6 0 If the project valuation is over$1 million,please call for Surcharge =$ ` s TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ 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 wit_hthe approved plan in the case of work which requires a review and approval of plans. ) rt ,x 4 Applicant's Printed Name Appl724L- ant's Signature ti- ,0,,C U�E • , �' � "A. aov By „ 4 , 1� ®, t required Iinspections:� kin r GroundAir'Test ' a st' :.Meter 344 Related Items: Iteriz ,14iRa to Read.`� * ® r Page 1 of 3 I C21nom, i Y "� � (,t,t- Use BLUE or BLACK Ink � D�U- For Office Use 400111 City of E aT1 0 Permit#: /4:-/z,(-4"-C- --'v CC 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 MAR C19 2017 3 Phone:(651)675-5675 Date Received: �-17 Fax:(651)675-5694 Staff: J 2017 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of planswith all commercial applications.+ Date: .i 3 J 17 Site Address: 33110 Ce,r l cb..i.\_ V'Ita _ 1._;.1-‘..VL. Tenant: Wi C-A r wt1 Suite#: t(30 . . ( rtT Name: e e Phone: 4., • L.,',' I 1 1 '''? Address/City/Zip: . Name: SiC i r UO 5 C.3 %-VA.� i License#: 655 bra ' Address: 1 12. E 5'o s<-1-- 10 ka pnrac t City: ()lei 0 a% i ,-0 .f State: f43 P Zip: 55318 Phone: S2--361- 012. r Contact: 3-0Su" Email: 1.1 New Replacement Additional Alteration Demolition 4 Description of work: 6kCi.S to (a r r 'CrACDi I �ct'((T hco cr - I r I lon. S 8 S 0 n ok '8 a;e;' ni v® z 6 i xx• =' _ ,. l e ♦ a .e M:;.. c ., is a n `� P_• � ,'. RESIDENTIAL COMMERCIAL e f _Furnace New Construction Interior Improvement \ Or‘lit e _Air Conditioner Install Piping Processed Air Exchanger as Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES a — Contract Value$ 3,000 x.01 $60.00 Permit Fee Minimum �~y $75.00 Underground tank installation/removal,includes State Surcharge =$ e. •06 Permit Fee Surcharge=Contract Value x$0.0005 =$ ! 6c) Surcharge If the project valuation is over$1 million,please call for Surcharge TOTAL FEE 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. xN)----Artti S kA r c x d1 , Applicant's Printed Name App icant's Signature ,Pb `,F CE,USE t ANe' Xmm tego r d ` R ired Inspections ' v o ti, µ It Underground . R gh Inv ,t Air Test ;" rvi Te .' In-fie H'` t fin.N - .HVAScreening x µ ' r4, Ill Use BLUE or BLACK In (L For Office Use j Permit#: / // / 7 I � City of Eap.ail /1 4( 3830 Pilot Knob Road Permit Fee. /-(° 17 04 I 1 e Eagan MN 55122 I D"c6 `'' I `( Date Received: I Phone: (651)675-5675 Peitq t ei4 Fax: (651)675-5694 -1 Staff: 2016 COMMERCIAL BUILDING PERMIT AP LICATION 12/08/16 3340 Central ParkQtaiiismosis/ Drive Date: Site Address: Tenant Name: Naf Naf Grill (Tenant is: x New/ Existing) Suite#: 1 00 Former Tenant: None- First tenant in this space Name: Welsh Companies/Colliers International Phone: 952-897-7750 Property Owner": 4350 Baker Road, Suite 400 Minnetonka, MN 55343 , Address/City/Zip: Applicant is: Owner x Contractor Type of work Description of work. Tenant improvement Construction Cost: $300,000.00 Name: A'1-7A" CU/v7t 4 TD,e-5 License#: Address: 5/15- ,'it t f_S/OL4 5 "t City: Sr. 1-6045.7./1-X-4- , Contractor ctor State: MN Zip: 554/40. Phone: 76 3 ' 2. i � t76 Contact: A-AA I 5f E-,--Email: `t6("_' td--Ln'gte--t% f c.CB.Avi Name: Michael J. WilkusRegistration#: 16380 Architec�ngineer Address: 15 Ninth Avenue North City . . Hopkins state: Mn Zip: 55343 Phone: 952.941 .8660 Contact Person: John G. Lemieux Email: jgl@wilkusarch.com Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit aretonsideredio be public iiiiormation. Portions of the information may be classified as non-public if you provide specific reasons that would permit the dity to '. conclude that the are trade secrets.... ..... 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.popherstateonecall.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 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 w hich requires a review and approval of plans. x John G. Lemieux x l 4. 4,,,,,,,v,.... :=2 Applicants Printed Name Apicant's Signature ___ NC),ra r•, -ter ✓ J Page 1 of 3 4 _. 31-10 Ce-4-109-( '" DO NOT WRITE BELOW THIS LINE / ti ` 7 SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments v//Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse I 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 31,01000' 4ti Occupancy A • 2- MCES System V/ Plan Review ‘../ Edition ?d IS Mee- SAC Units 6/L - (25%_100% ``jam Zoning •T'b City Water Census Code Stories / Booster Pump #of Units v Square Feet 2;7/b PRV #of Buildings / Length Fire Sprinklers Type of Construction V •E5 Width REQUIRED INSPECTIONS Footings(New Building) ✓ Final/C.O.Required Footings(Deck) / Final/No C.O.Required Footings(Addition) V Other: File 510P--r/Nb Foundation Foundation Before Backfill Pool:_Footings Air/Gas Tests _Final Drain Tile Siding:_Stucco Lath _Stone Lath _Brick Roof:_Decking _Insulation _Ice&Water _Final Retaining Wall Framing 30 Minutes 1 Hour Erosion Control Fireplace:_Rough In Air Test _Final Concrete Entrance Apron _ Insulation /Meter Size: Y7. Sheetrock ✓ Electronic Plans Required Windows Final CIO Inspection:/ Schedule Fire Marshal to be present: I, Yes No L Reviewed By: m"74, , Building Inspector Reviewed By: - , Planning COMMERCIAL FEES Water Quality Base Fee 2-2-% •7r-Storm Sewer Trunk Surcharge ICo• A-0 Sewer Trunk Plan Review PAC . B7 Water Trunk MCES SAC /'1/VD • « ' Street Lateral City SAC 4.4 O. -$ Street S&W Permit&Surcharge 5- 3.Y0-g0 Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication TOTAL: %1 77 Ii. V9 Page 2 of 3 MCES USE:Letter Reference: 161213A6 Address ID:704367 Payment ID:397908 / (e. 4(1/ 7 Date of Determination: 12/13/16 Determination Expiration: 12/13/18 Greetings! Please see the determination below. Project Name: Naf Naf Grill Project Address: 3340 Central Park Commons Drive Suite#/Campus: 100/Central Park Commons City Name: Eagan Applicant: John Lemieux,Wilkus Architects Special Notes: None Charge Calculation: Indoor Seating: 54 seats @ 10 seats/SAC=5.40 Outdoor Seating: 718 sq.ft. @ 15 sq.ft./seat @ 10 seats/SAC x 25%=1.20 Total Charge: 6.60 Credit Calculation: Central Park Commons(SAC 07/16)=0.86 Total Credit: 0.86 Net SAC: 5.74 —or— 6 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:toni.janzig@metc.state.mn.us. Thank you, Toni Janzig SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Hobert Street North I St. Paul. WI 551(:1 '805 Phone 651 63' 100C ( Fax 651.602.1550 I TTY 651.291.0904 rnctrecouncit.org METROPOLITANSJL i'e LZLSSVIOS3NNIW'W003 10.0NIOlIf113 000 31IfS - 3.0100 39011100109d 1001N300000 SNOWWOO JILOd 1901N30 SAC DETERMINATION FLOOR PLAN (DLL et t, City of Eaall e).j) 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 �`. Use BLUE or BLACK Ink MAR [ 7 ZU11 For Office Use l 1-1[ /31-ePermit#: l Permit Fee: Date Received: 3 21-17 Staff: 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date:. -1-1--11 Site Address: 33 LI (")(@*vLw(AWL G»'i�itw NO- 104 Tenant: Suite #: J • Property Owner Name: Phone: Address / City/ Zip: Contractor Applicant is: OwnerTyke of Work // __ escwork: Description of k: 410 k- ti - f I\1t1zW S Sl&wi °Y ff�f � f2&4r I Construction Cost: , r Estimated Completion Date: Y--3o-t7 Contractor . Name: S OtitAuvl i (-- 1\-0._ License#: Address: 1c L(~ ,�1, 9 p �'�V,, ''t'�-[ City:��fi'{tJ �~ State: PIN Zip: S T/Q 3 Phone: JO/ 2----O 3 ,. '� / 073 Contact: 14-46 di dL.eiEmail: gf, JI ?JS-4r.J 0 w,si1 t C bps. ce FIRE PERMIT TYPE Sprinkler System (# of heads _) Standpipe A WORK TYPE ew Addition Fire Pump _ Alterations Remodel Other: SU. _ _ _ Other: DESCRIPTION OF WORK: Commercial Residential Educational — _ FEES $60.00 Permit Fee Minimum Contract Value $ 9R2.- .- x .01 Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) = $ (SFJ. Permit Fee = $ Surcharge = $ CQo, u--- TOTAL FEE 3/4" Fire Meter - $290.00 = $ Fire Meter _$ TOTAL FEE equirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that i understand this is not a pemmit, 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 ck___eft App icant's Printed Name t,V"-MP FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Tnp ° Pump Test Central Station Final Conditions of issuance Permit Reviewed by: Date: • , c2 �-�l 17 Use BLUE or BLACK Ink 1 For Office Use ** City of Eaaali ��U `d\ Permit#: / ' \ 3830 Pilot Knob Road Ary v Permit Fee. J Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 415/2017 Site Address: 3340 Central Park Village Drive Tenant: Naf Naf Grill suite it: 100 s Name: Phone: oa r ter Address/City/Zip: '''''..A:;."'',-;, Applicant is: Owner Contractor Descr•ption ofwork: Drop heads in new ceilings. Type of w � $8,719.00 Construction Cost: Estimated Completion Date: 6/1/2017 F %tri Name: Midwest Fire Protection, Inc. License#: CO21 324 Harding Street N.E. Mpls. �yr yn, yy� Address: City: Mn. 55413 612-331-1411 s.; State: Zip: Phone: Jim Kuempel imk midwest-fire- rotection.com y ,..,c�� . � . ��l •;, Contact p Email: � p FIRE PERMIT TYPE WORK TYPE 1( Sprinkler System(#of heads 28) New _Addition Fire Pump _Standpipe 1 Alterations _Remodel Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES $60.00 Permit Fee Minimum Contract Value$8,719.00 x.01 Surcharge=Contract Value x$0.0005 =$ 87.19 Permit Fee If the project valuation is over$1 million,please call for Surcharge _$ 44 .36 Surcharge $100.00 Residential New(includes State Surcharge) =$ 91.55 TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter =$ TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is c• plet- andaccurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Bui: /1-i/q*2- 2 t CTTONS I +tlrasta#w •Flow Alarm Drain otigh It►, _..� nl Pump Teat Central:Station brat s �diti€Nt f Issuance 'eermlte awed c .Date* "( � / 1 Y11°\1 uti(-j 6r Use BLUE or BLACK Ink For Office Use l�J/ 1111!!1// Cit of Ea al R Pm�n ..,` -' Permit#: l / —� 3830 Pilot Knob Road MAR n1 Permit Fee: / - . L/C Eagan MN 55122 MAR 3 U 20 7 ?,-?30-17 Phone:(651)675-5675 Date Received: Fax:(651)675-5694 Staff: J 2016 MECHANICAL PERMIT APPLICATION IZ Please submit two(2)sets of plans with all commercial applications. Date: 3/30/2017 Site Address:` '1,1, r, (p ¢'lt V;.1/ /— Tenant: Naf Naf Grill Suite#: /0 a Residernt/Ownet ,, Name: Phone: Address/City/Zip: Name: Legacy Companies Inc License#: 8850 Wentworth Ave South Bloomington Contractor Address: City: q /[State: MN Zip: 55420 Phone: 612 866 1351 � fGG � e. Contact: Clint Anderson Email: info@legacymech.net ��' \ ✓ New Replacement Additional _Alteration Demolition Type of Work Description of w°1:.1(:.. Ork Ins all ownersupplled equ pmen[,turn sh and i, II welded grease duct,grills reg stars dffusers gas piping oHVAC equipment,a din line fe for restrooms NOTE Roofmounted and ground mounted mechanical equipment is regtred to heecree ed by`tCity Code Please contact the'Mechanical Inspector for information ,p methods..,„,;', RESIDENTIAL COMMERCIAL Furnace ✓ New Construction Interior Improvement Permit Type Air Conditioner ✓ Install Piping Processed g iiGas if Exterior HVAC Unit Air Exchaner Heat Pump Under/Above ground Tank ( Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES32,800.00 Contract Value$ x.01 =$ Surcharge $60.00 Permit Fee Minimum 76'$70.00 Underground tank installation/removal =$ --� Permit Fee Surcharge=Contract Value x$0.0005 z�/c� �(j7 If the project valuation is over$1 million,please call for Surcharge =$ 7 / 7 TOTAL FEE 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 Clint Anderson x .� Applicant's Printed Name Applicant's Signature FOR OFFICE USE Required Inspections: `Reviewed By2:1 D'ate'' Underground ough In Air Test Vas Service Test . In-floor 1-leat Final HVAC Screening Use BLUE or BLACK Ink of‘*" EaaanFor Office UseCitPermit#: / /;7! Permit Fee: 7 6'.-6s 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: J 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all co \L 1erc�iial applications. Date: 5-15-17 Site Address: Central Park oLLrns Dr Tenant: Building M 9D3'k, Suite#: Owner Name: Phone: i Name: Voss Utility&Plumbing License#: PC000306 Contractor Address:' PO Box 240 City: Hanover State: MN Zip: 55341 Phone. 763-4974577 Email: vossup@comcast.net New —Replacement —Repair Rebuild Modify Space Work in R.O.W. Type of Work — — Description of work: COMMERCIAL X New Construction Modify Space // �� i Irrigation System(_yes/ no)(_RPZ/_PVB) / 6-1C-1" .._ • Rain sensors required on irrigation systems ,16-1C-1("C-- , e .. P�.noit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) #'7--5' 6 4) i Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type 1" Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $65.00 Water Permit IContact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ 495.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. i 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 Steven Voss x Applicants Printed Name Applicants Signature FOR OFFICE USE Approved By: Date Required Inspections: _Under Ground Rot gh to Air Test_ Gas Tit ....„1„1"hat RV Required,: Yet '• o Meter Related Itemsi, Meter Size .. -- Radio ead Manometer , taf: Page 1 of 3 Peggy Fleck J t7 7/ From: Abby Decker Sent: Friday, May 12, 2017 1:40 PM To: Peggy Fleck; 'vossup@comcast.net; Brent Massmann Subject: FW: BFP Attachments: CPClrrigation Rev3.pdf; CPClrrigation Rev3.pdf Peggy,Brent has approved the following Six 1" irrigation meters 00 trt !i i7 For: 3325 ;LI 3345 "111P7/t Q�d f' bG ,;(w{c/ 3340 ��/a7/� eLc i • l —70 ` 3360—11.77/3 fo/q. 3365" 7'1/U/ 1'O —7,3380 Central Park Village Drive-/y.'77/S P9 — 941? �� Size of meters-Er"? f At.. •-- . e Voss 763-497-4577 4.-6_17s/bee (,J/ S (C v� Meters will be housed: inside et)�: 1 ( /� ,� , e - & q64 PfKe4 Please touch base with Steve Voss to confirm the permit and funds are in order. We have 1" meters in stock and he can come up and pick them up any time during office hours. M-F 0700-1530 Thanks Peggy! Abby From: Brent Massmann Sent: Friday, May 12, 2017 1:25 PM To:Abby Decker<adecker@cityofeagan.com> Subject: FW: BFP I spoke with the irrigation designer to confirm the flow rate requirements for the system.They will ne be getting 1 %" meters they will be issued 1" iPearl meters.They are in stock and can be picked up whenever they want.We will need to make sure we have them tagged for which building they belong to. Thanks, Brent Massmann City of Eagan-Utility Operations Supervisor 3419 Coachman Rd - Eagan, MN 55122 Office: 651-675-5217 Cell: 651-485-8915 • bmassmann@cityofeagan.com From: Aaron Waller [mailto:awaller@arjryan.com] Sent: Thursday, May 11, 2017 2:31 PM To: Brent Massmann; James Hauth 1 Use BLUE or BLACK Ink For Office Use �� Permit#: �� '*' City of Eaaall �� -. ,,,,, ` Permit Fee: g' 3830 Pilot Knob Road \A� Eagan MN 55122 :3 Phone: (651)675-5675 Date Received: Fax: (651)675-5694 `'� ri Staff: J 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 5/19/2017 Site Address: 3340 CCn l t41c/L �/lIA., 6 t, . Tenant: CSM-CPC 3340 Suite#: Name: CSM Phone: Property Owner , Address/City/Zip: Applicant is: Owner V Contractor Type of Work Description of work: Connect to existing fire panel.Add zone expander& NAC power supply. 00 Construction Cost: 1431 . Estimated Completion Date: 6/30/2017 Name: Wellington Security Systems License#: TS000657 Contractor ; Address: 5555 W 78th St., Suite H City: Edina State: M N Zip: 55439 Phone: 612-822-4094 Contact: Judith Schmeling Email: jschmeling@wellingtonsecurity.com New V Remodel Work Type Addition Other: Alterations DESCRIPTION OF WORK: ✓ Commercial Residential Educational FEES Contract Value$1431 .00 x.01 $60.00 Permit Fee Minimum 60.00 =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ •72 Surcharge* If the project valuation is over$1 million, please call for Surcharge 60.72 _$ TOTAL FEE **Requirements:2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is nota 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. 4 P`i 7-I-..Jc 1k.,t �1 r,�7 �, A Applicant's Printed Name A piicant's Signature FOR OFFICE USE Reviewed By: , l''Date ',671442,--41-17.. Required Inspections: _ Rough-In Final -'' Fire Alarm Test x City of EgliMemo # 29 TO: ill Hutmacher,Community Development ike Ridley, Planning gamin Bramwell, Fire Marshal cott Peterson, Building Inspections Russ Matthys, Engineering ,John Gorder, Engineering v/Aaron Nelson,Engineering Dave Westermeyer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation ,Ion Eaton, Utilities i/Josh Wilske, IT 1/Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 6/17/16 Project Name: New shell bldg @ Central Park Commons Sub Type,Work Type: Building M Address: 3340 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaafl memo # 29 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson,Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities. '`Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 6/17/16 Project Name: New shell bldg @ Central Park Commons Sub Type,Work Type: Building M Address: 3340 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes El No Landscape Security Required Zoning: ❑ Yes El No Water Quality Dedication Meter Size: El Yes ❑ No Park Dedication ❑ Yes El No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance 9644 W/ je.e. Josh Wilske 2016.06.17 09:13:09-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4111° City of Eaali Memo # 29 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 6/17/16 Project Name: New shell bldg @ Central Park Commons Sub Type,Work Type: Building M Address: 3340 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: /Lb/N Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering &Finance 3-71 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 411111 City of EaQall Memo # 29 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 6/17/16 Project Name: New shell bldg @ Central Park Commons Sub Type,Work Type: Building M Address: 3340 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: ❑ Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication O Yes 0 No Trail Dedication ❑ Yes 0 No Tree Dedication O Yes ' No PRV Required Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eau Mello # 29 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 6/17/16 Project Name: New shell bldg @ Central Park Commons Sub type,Work Type: Building M Address: 3340 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes No Water Quality Dedication Meter Size: ❑ Yes El No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes El No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering&Finance eth Eric MacbethRsao'y eaM°y mc Dtaaaa=Poma_DS 6/28/2016 Date 201606.2812:41.36-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaaali Neto # 29' TO: Jill Hutmacher, Community Development Mike Ridley, Planning Damn Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 6/17/16 Project Name: New shell bldg @ Central Park Commons Sub Type,Work Type: Building M Address: 3340 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Park Dedication due with building permit. Per development contract, provide 37.5% credit: 2016 park dedication rate is$912 per 1,000 sf building. 6,579 sf/ 1,000 =6.579*$912 =$6,000-$2,250 (37.5% of 6,000)= $3,750 park dedic. due Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: PD ❑ Yes No Water Quality Dedication Meter Size: Yes 0 No Park Dedication $3,750 LI Yes No Trail Dedication ❑ Yes No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance 77) -y-y-t,c / Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Pam Dudziak From: Pam Dudziak Sent: Friday,July 22, 2016 12:37 PM To: Natina James (Natina.James@rsparch.com); 'Johannson,John' Cc: Craig Novaczyk; Michael Grannes Subject: CPC Village-Bldgs K, N & M Attachments: SKM_C654e16072212410.pdf Hi John and Natina, I am finishing up my review of the Building Permit submittals for Bldgs. K, N & M,and have a few questions and comments. Natina, Bldg. N—On the Building Elevations(Sheet A401N),are the two types of stone labeled correctly?The labels and symbology don't seem to match,and the labeling doesn't match with what is shown on the Final PD Elevations. Specifically,what is labeled as STN-3 looks like the smooth stone, but the key identifies STN-3 as"split-face random ashlar." Similarly,the pattern that looks like the split face random ashlar is labeled as STN-2,which is"silver shadow veine 0815/ALISP—smooth 80 grit". Please double check this. Bldgs. N & M—Sheet A201 (I was reviewing for the RTU placement), please check the scale on these two plan sets. Both identify the scale as 1/16", but scale measures at 1/8". John, All three Buildings K, N & M will have Park Dedication associated with them which will be included in the fees charged at time of permit issuance, calculations based on the building square footage at 2016 rates and with the 37.5%credit. We did not include a landscape financial guarantee for the Village with the overall letter of credit obtained with the development contract at the time of the initial Final Subdivision. For this reason, I will be collecting one landscape escrow per City Code ($7,500)with one of the permits for the entire Village lot. I did not collect a landscape escrow with Bldgs. L, 0 and P2, so I will add it to the Bldg. K Permit. Is CSM doing the site work including landscaping for the Bank of America building (Bldg. P1)? If not,then I will collect a separate landscape escrow for Bldg. P1 when that Building Permit application comes in to hold Bank of America responsible for installation of the landscaping around that building. Thank you, Pam Pamela Dudziak I Planner I City of Eagan411111°City of City Hall 13830 Pilot Knob Road I Eagan,MN 55122 I 651-675-5691 1651-675-5694(Fax)I pdudziak(a�cityofeagan.com 18ali THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 A Special Inspection Final Report Central Park Commons—Building M NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 B R A U N November 1,2016 INTE RT E C Braun Intertec Corporation The Science You:wild On.. B R A U N Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 INTERTEC Minneapolis,MN 55438 Web:braunintertec.com The Science You Build On. November 1,2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Special Inspection Procedural and Final Report Central Park Commons-Building M Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Special Inspection Final Report for Building M of the Central Park Commons project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council (ICC)certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code(IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents.The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them judge or modify the construction documents.Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records.As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted.We also summarized the discrepancies documented in a Discrepancy Log and provided it to the contractor for their use.As needed,we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. AA/EOE CSM Corporation Project B1501149.00 November 1,2016 Page 2 Soil Evaluation and Testing Our firm performed a geotechnical evaluation for the Central Park Commons development.Our findings and recommendations were presented in a Geotechnical Evaluation Report dated June 25,2015,and submitted under Braun Intertec project number B1501149.The footprint of Building M is predominantly located within the limits of the former Lockheed Martin facility.Soil borings performed in close proximity to Building M (which were performed after most of the Lockheed Martin facility had been razed)encountered native glacial soils to their termination depth.Surface grades within Building M were generally raised about 8 feet to achieve design subgrade elevations. During the mass grading phase of this project,our firm observed and tested structural backfill placed within the building pad area of Building M.The results of compaction testing performed indicate that fill was conditioned, placed,and completed in accordance with project specifications. During the construction phase of Building M,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those observed and tested during the mass grading phase of the project and(b)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of about 2 to 3 feet below subgrade elevations or excavation bottoms. The auger was then withdrawn from the borehole to obtain cuttings.The soils encountered in the borings were classified in general accordance with ASTM D 2488,"Description and Identification of Soils (Visual/Manual Procedures)." Estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger,and the turning resistance. The dynamic cone penetrometer(DCP)tests were completed using a solid metal rod fitted with a 1 3/8-inch diameter conical point.The point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency,or compaction with that determined or estimated from the geotechnical data,and also used as a basis to estimate the suitability of the soils to support the design loads.This test procedure was generally used when granular soils were exposed at subgrade elevations or in excavation bottoms. Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement.This information was then used to determine if the inplace reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the inplace reinforcement was free of rust,scale,and soil. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. BRAUN INTERTEC CSM Corporation Project B1501149.00 November 1,2016 Page 3 Fresh Concrete Testing Routine tests to determine the plastic concrete's slump,temperature,and air content were done during each pour. In addition,concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing.The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society(AWS) D1.1-2015, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used,if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load.At connections where the splined ends were not,or could not be removed,the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition,each connection was observed for fit-up and to determine if the various plies were in contact with one another. Hex-Head Bolted Connection Observations Hex-head bolting observations were performed to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight.This was done using a wrench and cheater bar. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality,size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place,and if the nuts were installed,fully engaged and snug tight.The base plates were observed to determine if they were in full contact with the adjoining surface. If required by the construction documents,we also observed if the plate washers were installed. BRAUN INTERTEC CSM Corporation Project 81501149.00 November 1,2016 Page 4 General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty,express or implied,is made. Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information,please call Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION v .r Daniel E. Martin Associate Principal-Senior Project Manager Joel C.Kurpius, PE Project Engineer 4-44 /Christopher R. Kehi, PE Principal-Senior Engineer Attachment: Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller; RJ Ryan Construction, Inc. Craig Kohler; RJ Ryan Construction, Inc. BRAUN I KITFPTFC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 NTERTEC Minneapolis,MN 55438 Web:braunintertec.com IThe Science You Build On. Special Inspection Final Report City of: Eagan Date: November 1,2016 Attention: Mr. Mike Lence Project: Central Park Commons—Building M Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with Chapter 17 of the International Building Code and the agreed upon scope of services, the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed.The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill,and meet the project requirements.Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project and those observed and tested during the mass grading phase of the project,and were capable of supporting a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. AA/EOE CSM Corporation Project B1501149.00 November 1,2016 Page 2 Bolting The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications.Discrepancies were noted and documented.These connections were found to be acceptable following the required corrections.There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved structural welding-related issues. Metal Deck Welding and Fasteners The metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved decking-related issues. Conclusion Based upon the inspections conducted,the testing performed and the attached reports,it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the International Building Code. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minneuatausiiiinfili Of Ps Age% CHRLS OPHER R.. 1 Christopher R. Kehl, PES.c� KEA.PE z Principal-Senior Engineer " : 43459 ff License Number: 43459fiy�*•. ,,.IN. sgvte�.c�� November 1,2016 `l�,`'�ynrr�r�umr �` � Attachments: Non-Structural Steel Special Inspection Daily Reports 1 through 3 Structural Steel Special Inspection Daily Reports 1 through 5 Summary of Discrepancy Log BRAUN INTERTEC 7 goo Cl Ale - U;ll1�c- A i, A Structural Steel Special Inspection Final Report Central Park Commons—Building M NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation BR A U N Project B1501149.00 INTE RTEC November 1, 2016 The Science You Build On. Braun Intertec Corporation BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 INTERTEC Minneapolis,MN 55438 Web:braunintertec.com The Science You Build On. November 1, 2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South, Suite 3000 Minneapolis, MN 55415 Re: Structural Steel Special Inspection Procedural and Final Report Central Park Commons Building M Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for Building M of the Central Park Commons project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council (ICC)certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code (IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents.The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records.As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. We also summarized the discrepancies documented in a Discrepancy Log and provided it to the contractor for their use.As needed,we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. AA/EOE CSM Corporation Project B1501149.00 November 1,2016 Page 2 Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society(AWS) D1.1-2015, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load.At connections where the splined ends were not,or could not be removed,the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit-up and to determine if the various plies were in contact with one another. Hex-Head Bolted Connection Observations Hex-head bolting observations were performed to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight.This was done using a wrench and cheater bar. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality,size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place,and if the nuts were installed,fully engaged and snug tight.The base plates were observed to determine if they were in full contact with the adjoining surface. If required by the construction documents,we also observed if the plate washers were installed. • BRAUN INTERTEC CSM Corporation Project 31501149.00 November 1,2016 Page 3 General In performing its services,Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty,express or implied,is made. Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information,please call Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION Daniel E. Martin Associate Principal-Senior Project Manager Christopher R. Kehl, PE Principal-Senior Engineer Attachment: Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller; RJ Ryan Construction, Inc Craig Kohler; RI Ryan Construction, Inc BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 INTERTEC Minneapolis,MN 55438 Web:braunintertec.com The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan Date: November 1,2016 Attention: Mr. Mike Lence Project: Central Park Commons—Building M Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with Chapter 17 of the International Building Code and the agreed upon scope of services, the required special inspections and testing has been provided for the following items: Bolting The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. Discrepancies were noted and documented.These connections were found to be acceptable following the required corrections.There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved structural welding-related issues. Metal Deck Welding and Fasteners The metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved decking-related issues. AA/EOE CSM Corporation • Project 81501149.00 November 1,2016 Page 2 Conclusion Based upon the inspections conducted,the testing performed and the attached reports,it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the International Building Code. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesotiiaw'llwo% f ' �• ` • r. . 1C�I^i Rl8TOPHER � R:� . ' # 6: KERL,ill! . Christopher R. Kehl,PE sir Principal-Senior Engineer ►;•, 434138 License Number: 43459 `� ••• * November 1,2016 reitir`* Attachments: Structural Steel Special Inspection Daily Reports 1 through 5 Summary of Discrepancy Log BRAUN INTERTEC BRAUN6.32.4 Rev.1 Issue:6/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan,MN. Page 1 of 1 Report No.: Structural Steel#1 Observation Date: 9/10/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building M Weather: Sunny Temperature: 75 F j Frequency Inspection Coverage (Notes) I I Periodic Steel construction Daniel P.Graham 1. Did the architect or engineer authorize changes to approved plans? No Of yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Bar joist fillet welds at Roof Level Grid A.08-C.2 0.9-5, No discrepancy noted SER:Clark Engineering Mr,Cory Casperson List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet: • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@ciark-eng.com ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: fi x„r Graham, Dan I.D.No.: 1054095S1&S2 BRAUN 6.32.4 Rev,1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel 142 Observation Date: 9/24/2016 Project Name: Central Park Commons Project No.: 81501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building M Weather: Sunny Temperature: 75 °F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1,1&D1.3 criteria on the following: 1) Puddle welds and side lap fasteners at Roof Level Grid A,08-C.2 0.9-5 per notes on Sheet S002M. No discrepancy noted 2) A325 3/4"tension control bolts at Roof Level Grid A.08-C.2 0.9-5. No discrepancy noted 3) Top and bottom beam flange moment plate fillet welds at Roof Level Grid A.08-C 0.9-5 per Sheet 5401M, No discrepancy noted 4) Deck support angle fillet welds at Roof Level Grid A,08-C 0.9-5. No discrepancy noted 5) Tube steel fillet welds/hexhead thru bolt at perimeter Grid 4,08-C 0.9-5. No discrepancy noted SER:Clark Engineering Mr, Cory Casperson List tests performed: Visual *Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No - If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com to the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Graham Dan Signed: I.D.No.: 1054095 S1&52 BRAUN 6.32.4 Rev.I Issue.6/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan, MN. Page of 1 Report No.: Structural Steel#3 Observation Date: 10/1/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building M Weather: Sunny Temperature: 65 ° Frequency inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham No Did the architect or engineer authorize changes to approved plans? (if yes,list details below) m Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Anchor bolts at Foundation Level at Grid A,08-C.2 0.9-5 plies in direct contact with full nut engagement present No discrepancy noted except the following: *A) Grid C.2 4.5 anchor bolting not completed 2) Tube steel fillet welds at Screen Wall detail 2/S405. No discrepancy noted 3) Angle to tube steel fillet welds at Screen Wall detail 2/S405. No discrepancy noted 4) A325 3/4"hexhead bolts at Screen Wall detail 2/S405 installation. No discrepancy noted SER:Clark Engineering Mr.Cory Casperson List tests performed: Visual •Are there any discrepancies noted from this day's observations? Yes •Are there any outstanding discrepancies on this project? Yes -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartln@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com To the best of our knowledge,work Inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: Graham, Dan I.D.No.: 1054095 S18452 _ _ BRAUN 6.32.4 Rev.1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#4 Observation Date: 10/13/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun lntertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building M Weather: Sunny Temperature: 60 "F Frequency Inspection Coverage (Notes) Periodic ''Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Outstanding discrepancy on Report#310-01-16 Anchor bolts at Foundation Level at Grid C.2 4.5 anchor bolting now completed/installed. No discrepancy noted SER:Clark Engineering Mr.Cory Casperson C t I G E � I I List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. •Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.corn ccasperson@clark-eng.com¢ ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: Graham, Dan I.D.No.: 1054095 S1&S2 BRAUN 6.32.4 Rev.1 Issue:6/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan,MN. Page 1 of 1 Report No.: Structural Steel#5 Observation Date: 10/17/2016 Project Name: Central Park Commons Project No.: B1501149.0D Project Address: Braun Intertec PM: Dan Martin Client CSM Corporation Client Project No.: Building M Weather: Partly Cloudy Temperature: 60 °F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: _m� . ......_�. ..... u, Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Channel to tube steel fillet welds at overhang canopy Grid A 1.6-2.5 and C.1 1.8-2.7. No discrepancy noted SER:Clark Engineering Mr.Cory Casperson { ( List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -1f yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: '— Graham, Dan I.D.No.: 1054095 S1&52 Issue Date: 2013/01/01 Rev No.: 0 BRAUN INTERTEC Summary of Discrepancies Needing Correction or Review by the Design Engineer or Architect Project Name: Central Park Commons Structural Steel PM Dan Martin Project Address: 131501149,00 13uildingM GCRJ Ryan The following items must be reviewed by the engineer and/or corrected and/or inspected before work can continue in the area. Report No. Report Description Resolution to 0/C Status Date Discrepancy 1) Anchor bolts at Foundation Level at Grid A.08-C.2 0.9-5 3 10-01-16 plies in direct contact with full nut engagement present. No bolt installed and closed 10-13- discrepancy noted except the following: completed 16 *A) Grid C.2 4.5 anchor bolting not completed 13 00g/ -� - P/qek-- W1' - pyo � � A Non-Structural Steel Special Inspection Final Report Central Park Commons—Building M NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation BRAUN Project B1501149.00 INTE RTEC November 1, 2016 The Science You Build On. Braun Intertec Corporation BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 INTERTEC Minneapolis,MN 55438 Web:braunintertec.com The Science You Build On. November 1, 2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South, Suite 3000 Minneapolis, MN 55415 Re: Non-Structural Steel Special Inspection Procedural and Final Report Central Park Commons Building M Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Non-Structural Steel Special Inspection Final Report for Building M of the Central Park Commons project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code (IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. CSM Corporation Project B1501149.00 November 1,2016 Page 2 Soil Evaluation and Testing Our firm performed a geotechnical evaluation for the Central Park Commons development.Our findings and recommendations were presented in a Geotechnical Evaluation Report dated June 25,2015,and submitted under Braun Intertec project number B1501149.The footprint of Building M is predominantly located within the limits of the former Lockheed Martin facility.Soil borings performed in close proximity to Building M (which were performed after most of the Lockheed Martin facility had been razed)encountered native glacial soils to their termination depth.Surface grades within Building M were generally raised about 8 feet to achieve design subgrade elevations. During the mass grading phase of this project,our firm observed and tested structural backfill placed within the building pad area of Building M.The results of compaction testing performed indicate that fill was conditioned,placed,and completed in accordance with project specifications. During the construction phase of Building M,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those observed and tested during the mass grading phase of the project and(b)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of about 2 to 3 feet below subgrade elevations or excavation bottoms. The auger was then withdrawn from the borehole to obtain cuttings.The soils encountered in the borings were classified in general accordance with ASTM D 2488,"Description and Identification of Soils (Visual/Manual Procedures)." Estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger,and the turning resistance. The dynamic cone penetrometer(DCP)tests were completed using a solid metal rod fitted with a 1 3/8-inch diameter conical point.The point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency,or compaction with that determined or estimated from the geotechnical data,and also used as a basis to estimate the suitability of the soils to support the design loads.This test procedure was generally used when granular soils were exposed at subgrade elevations or in excavation bottoms. Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement.This information was then used to determine if the inplace reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the inplace reinforcement was free of rust,scale,and soil. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. BRAUN INTERTEC CSM Corporation Project B1501149.00 November 1,2016 Page 3 Fresh Concrete Testing Routine tests to determine the plastic concrete's slump,temperature,and air content were done during each pour. In addition,concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing.The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. General In performing its services,Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty,express or implied,is made. Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information,please call Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION Daniel E.Martin Associate Principal-Senior Project Manager 111, Joel C.Kurpius,PE Project Engineer Attachment: Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller; RJ Ryan Construction, Inc Craig Kohler; RJ Ryan Construction, Inc BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 INTERTEC Minneapolis,MN 55438 Web:braunintertec.com The Science You Build On. Non-Structural Steel Special Inspection Final Report City of: Eagan Date: November 1,2016 Attention: Mr. Mike Lence Project: Central Park Commons—Building M Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with Chapter 17 of the International Building Code and the agreed upon scope of services, the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed.The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill,and meet the project requirements.Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project and those observed and tested during the mass grading phase of the project,and were capable of supporting a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. AA/EOE CSM Corporation Project 81501149.00 November 1,2016 Page 2 Conclusion Based upon the inspections conducted,the testing performed and the attached reports,it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the International Building Code. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer ouomittorr under the laws of the State of Minnesota. �,�*0%.0.K(Jacp a mem t- / = PROFESSIONALENGINEER E. Joel C.Kurpius,PE N 43523 „� Project Engineer +y �'��"'ti•.....N G�©�� License Number: 43523 OF iltQl'i``` November 1,2016 Attachments: Non-Structural Steel Special Inspection Daily Reports 1 through 3 BRAUN INTERTEC BRAUN Special Inspection Daily Report INTERTEC Tile Science Y Band On. 11001 Hampshire Avenue S aient: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation 81501149.09 500 Washington Avenue South,Suite 3000 Central Park Commons Building M Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,Ms155123 Activity Date:07/29/2016 City of:Eagan,MN Report Number:1 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Mather:Sunny 80 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to appros.ed plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for exterior footings,grid C to C.2 from 3.1 to 5.3.Performed hand auger probes (HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay, which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration(DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: HAPs,DCPs Slump,Air,Temperature,cast set#167 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. icc certification R: 4 /S- S Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC 11001 Hampshire Avenue S Client: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation 81501149.09 500 Washington venue South,Suite 3000 Central Park Commons Building M Mnneapolis,MJ 55415 NE Comer of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:08/02/2016 City of:Eagan,MN Report Number:2 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 85 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for exterior footings,grid C to C.2 from 0.9 to 3.1,A to C from 0.9 to 1,A08 to A from 1 to 5.3,A.08 to C.5 from 5 to 5.3;interior column pads,grid B-2,B-3,B-4.Performed hand auger probes(HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay,which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration(DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: HAPS,DCPs Slump,Air,Temperature,cast set#171 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. iccCertification r: S/Scr Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC 11001 Hampshire Avenue S aient: Project: Mnneapolis,M‘155438 Phone:952-995-2000 CSM Corporation 81501149.09 500 Washington Avenue South,Suite 3000 Central Park Commons Building M Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,IvM 55123 Activity Date:08/19/2016 City of:Eagan Report Number:3 Technician:Scott,Andrew Braun Intertec PM:Dan Martin Weather:Clear 70 Coverage Frequency Notes Concrete Construction Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed rebar and concrete placement for building M foundation walls. Tests Performed: Concrete testing for slump,air and temp.Cast set#195. Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICC Certification U:5309884-84 Page 1 of 1