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1500 Central Park Commons DrCity of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #. 1(, 1( D Permit Fee: �l /a' 6 Date Received: Staff: (A) (,/.5. I Conic -A\ 1 ar k 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date: 9/4/2015 Site Address: Tenant Name: Hy -Vee Inc .. . (Tenant is: Former Tenant: New / Existing) Suite #: Property Owner Name: Hy -Vee Inc Phone: 515-267-7857 Address / City / Zip: 5820 Westown Parkway, West Des Moines, IA 50266 Applicant is: Owner ✓ Contractor Type of Work Description of work: Ground up construction of new grocery store. Approx 98,257 sq ft Construction Cost: TBD 91 qq ,1 ho . 44) Contractor Name: Hy -Vee Construction License #: IR657070 Address: 5605 NE 22nd St city: Des Moines it S/5- �./ State: IA Zip: 50313 Phone: 515-645-2329 ....7 ei/ Contact: Ben Harriman Email: ben.harriman@hy-veeconstruction.com Architect/Engineer Name: Andrew M Reich Registration #: 51464 5820 Westown Parkway West Des Moines Address: city: State: IA Zip: 50266 Phone: 515-267-7857 Andrew Reich areich@hy-vee.com l (D ()> Contact Person: Email: e ifi ,,^n lbor Licensed plumber installing new sewer/water service: 0620/ Xi"— -1° Phone #: 14'...3.-.20- 6;ig NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they 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.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 in accordance with the approved plan in the case of work which requires a review and approval of plans. x Ben Harriman Applicant's Printed Name x Applicant's Signature Page 1 of 3 / foo C01,4- SUB TYPES Foundation t/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 ,nns (314( i� DO NOT WRITE BELOW THIS LINE _ Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage _ 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 9/ gg9144o Occupancy ry MCES System 4.7 .r Code Edition Za/S A1& SAC Units 0/1677c-g--- Zoning /1677 ' Zoning City Water ✓ Stories Booster Pump 0 Square Feet PRV / Length Fire Sprinklers ✓ TEL- 13 Width REQUIRED INSPECTIONS V Footings (New Building) Footings (Deck) Footings (Addition) Sheetrock iv/Final / C.O. Required Final / No C.O. Required ✓ Foundation Other: ✓Drain Tile Pool: Footings Air/Gas Tests Fi%aI ✓ Roof: _✓Decking Insulation _Ice & Water Final Siding: _Stucco Lath _Stone Lath Brick ✓ Framing Windows Fireplace: _Rough In _Air Test _Final ✓Insulation Meter Size: Retaining Wall Erosion Control Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: ✓ Yes No Reviewed By: el -OIG , Building Inspector Reviewed By: Pnti . 6 , 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 Water Quality 41,/52 c /, 7`{/.9C 27, Z bq, zq Water Quality Water Sampling Fee Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL -7 I l / oO , gel Page 2 of 3 Lale Schodppner Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: October 6, 2015 The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Hy -Vee to be located at the corner of Pilot Knob Road and Yankee Doodle Parkway within the City. The City will be charged 64 SAC Units for this project, as determined below. Charges: Office 1454 sq. ft. @ 2400 sq. ft. / SAC Warehouse 7965 sq. ft. @ 7000 sq. ft. / SAC Retail Clinic Bar 69,697 sq. ft. @ 3000 sq. ft. / SAC 10 fixture units @ 17 fixture units / SAC 41.83 ft. @ 1.5 ft./seat @ 23 seats / SAC Indoor Seating Counter: 23.58 ft. @ 1.5 ft./seat @ 10 seats / SAC Seats: 151 seats @ 10 seats / SAC Non -Fixed: 2362 sq. ft. @ 15 sq. ft./seat @ 10 seats / SAC Outdoor Seating 732 sq. ft. @ 15 sq. ft./seat @ 10 seats / SAC x 25% Indoor Seating — Starbucks Counter: 26.50 ft. @ 1.5 ft./seat @ 10 seats / SAC Non -Fixed: 266 sq. ft. @ 15 sq. ft./seat @ 10 seats / SAC Total Charge: Credits: Demolition (Reported 1/15) #129310 — 3333 Pilot Knob Road Net Charge: SAC Units 0.61 1.14 23.23 0.59 1.21 1.57 15.10 15.75 1.22 1.77 1.77 63.96 or 64 64.00 0.00 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 cors.mccullough(ametc.state.mn.us. Sincerely, Cory McCullough SAC Program Technical Specialist CM: jn 151006C1 (701175, 388196) Determination Expiration: 10/06/2017 cc: Peggy Fleck & Amy Griffin, City of Eagan Ben Harriman, Hy -Vee Construction File, MCES 390 Robert Street North j St. Paul MN 55' 01-1605 Phone 651.632 1000 Fax 651 602.1550 TTY 651.291.0904 4411/1111111. City of aan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVES �s \G, %tae° Use BLUE or BLACK Ink For Office Use 6q( Permit #: / ' Permit Fee: / - c 0 tf Date Received: Staff: 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: /0/2,f// Site Address: /'h o a ,;f �, J /?fi k A Tenant: Name: Suite #: Phone: 5-7‹ - a (c 7 - 2 -73C - J State: n44) Zip:S S'3`T Phone: 7.w6 Y 31(- Contact: Email: bN c)e,`-° f Qcn- fr`"''c' cA.4-` Additional Alteration �; flS ,Q�lzG Pai1.9JS RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other ech Demolition COMMERCIAL New Construction Interior Improvement Install Piping Processed as 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 $70.00 Underground tank installation/removal Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 3 Y a-oo x .01 _ $ �I0 Permit Fee = $ " 7 Surcharge = $ '< 6 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. Applicants Printed Name x App ants Signature 4,I1' City a aan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED g OC1 Z 8 LOY Use BLUE or BLACK Ink For Office Use / Permit #: / 3 Q p L' 4-/ Permit Fee: I I � /Ct. 6' Date Received: 1 D. )'0 V Staff:�'/1 2015 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: /(Pgr/C---- Site Address: / � �' eth2jj Pikk Tenant: I47 VOL Name: f -f -c1 UL. Name: (tee) % w r ad --- Suite #: Phone: S /< ,2‘, — 2 '& License #: Address: / Y % y DC 7 ,iik City: /iz /4-4.13 Phone: Z'I� YY- 3‘ /3 Email: l4:rLty.4. Akv L i / c mayL -- p/1 Stater"° Zip: 5; 3 u kNew _ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: ,rte COMMERCIAL New Construction Modify Space Irrigation System ( -`yes / no) Os—R1:2 / _ 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, ssed prior to picking up meter. Domestic: Size & Type 2 `" ��/✓o�FCi z i -r£ X) Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Contract Value $ (cZ/ ®° ° x .01 $ (e `/ Z 0 _ Permit Fee _ $ 3 2 Surcharge =$ 7`/1 TOTAL FEE $ Water Permit $ 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 with the approved plan in the case of work which requires a review and approval of plans. x Jo' „/ /i✓, c.�c n�Y Applicant's Printed Name Apptant's Signature 111111'04.1u 1itIII; ` -Re4 *. City or Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECE!r -0 DEC 17 2015 Use BLUE or BLACK Ink For Office Use Permit #: -311 q j� Permit Fee: 31 I v .° 'a Date Received: . 7-c Staff: r� 2015 MECHANICAL PERMIT APPLICATION .1A Please submit two (2) sets of plans with all commercial fapplicationns. Date: / Z-1` -16--15— Site Address: /SOO ` %yam-* LrC/r (Oly1✓1�I!'iyiJS dr>r),,p Suite#: Tenant: J Name: Address / City / Zip: Name: Phone: Zillah i e.hz % eo , Address: 7e7s- LeeCity: State: !'! A Zip: Phone: / S;:2-4:77 _•999/-3 ��y� Contact: J�',�df% �iff .-Email: /�C4/ ct1/a J /e, --1L8'-/ ' °/ (.6 "! Demolition License #: New Replacement Description of work: TE Roof rr o unted:and ode.-Please1`contactthe: Additional Alteration unit mounted Mechanical lnsr nt-�s regi fired to b screenin 10, on perrnl Bred by'CI' methods. RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other ZNew Construction Install Piping Gas COMMERCIAL Interior Improvement Processed Exterior HVAC Unit Under/Above ground Tank ( Install / _ Remove) Nab RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge COMMERCIAL FEES $60.00 Permit Fee Minimum $70.00 Underground tank installation/removal f%S/SL �Ul TOTAL FEE Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge 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. Contract Value $ 761c,o00 x .01 =$, goo -- =$ 6,190 Permit Fee Surcharge TOTAL FEE Applicant's Printed Name FOR OFFICE USE', Required Inspection U nderg ro rnd Rou 4Pb' CityofEaaail 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 CA Eco ?1v4$ JAN It 5 2U16 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 7 2; s ( Date Received: Staff: 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: 12/22/2015 Site Address: 1500 Central Park Commons Drive, Eagan, MN 55122 Tenant: Hy -Vee Suite #: Name: Hy -Vee Phone: 515-267-2800 Address / City / Zip: 5820 Westown Parkway, West Des Moines, Iowa 50266 Applicant is: Owner X Contractor Description of work: Installing a fire alarm system in a new grocery store Construction Cost: $74,506 Estimated Completion Date: 9/16 Name: A+ Communications & Security License #:TS001728 Address: 5609 NE 22nd Street City: Des Moines State: IA Zip: 50313 Phone: 515-645-2345 Contact: AL Ward Email: al.ward@onlineaplus.com X New Remodel Addition Other: Alterations DESCRIPTION OF WORK: FEES Commercial Residential Educational $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ 74,506 x .01 = $ 745.06 = $ 37.25 = $ 782.31 Permit Fee Surcharge* 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 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 Allen L Ward Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: < Required Inspections: /Rough -In 1/ Final Fire Alarm Test Date: /4 / A 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED FEB 111016 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 1 azo$Lp /70,1 Date Received: Staff: L 2016 MECHANICAL PERMIT APPLICATION U Please submit two (2) sets of plans with all commercial applications. Date: 1/21/2016 site Address: 1500 Central Park Commons Tenant: Hy -Vee Res Contractor Suite #: Name: Hy -Vee Phone: 515-267-2812 Address / City / Zip: 5820 Weston Parkway, West Des Moines, Iowa 50266-8223 Name: South -Town Refrigeration Address: 6325 Welcome Ave. N. License #: MB004040 City: Brooklyn Park State: MN Zip: 55429 Phone: 763-231-8300 Contact: South -Town Refrigeration Email: Construction@Strm-mn.com New Replacement Additional Alteration Demolition Description of work: Install refrigeration system at the new Hy -Vee NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction Interior Improvement ✓ Install Piping Processed Gas 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 COMMERCIAL FEES $60.00 Permit Fee Minimum $70.00 Underground tank installation/removal Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge = $ 4710.75 TOTAL FEE TOTAL FEE Contract Value $448643.11 = $ 4486.43 = $ 224.2j3� x .01 Permit Fee Surcharge 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 t9 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 Applicant's Printed Name FOR OFFICE USE Required Inspections: Underground Rough In A licant" Signature Reviewed y: v " Date:7 Air Test Gas Service Test In -floor HeatFinal HVAC Screening City of Eaau RECEIVED REOdI%IED% 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 SAN 2 5 2" Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use), .c7Z(D5 Permit #: Permit Fee: 2— 1 VG ��- ice Date Received: Staff: 1'b0 „mss 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Gov-ae,r J.c-tci 6eke, Pkwa Date: Z / Tenant: / Site Address: Ve ee J Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: i,75 ila-f4k 'ywt,✓ IlOrCi )M 5ys i Construction Cost: Estimated Completion Date: Name: j/— /44? -6,7 /� ��J Address: / 3 76C. Z S�� j(-Ve , S 7�i I/O City: / 1/1 ,'ieftg4► License #: 0 State: AN Zip: S-3-414/ Phone: 7Z..? —2 -V Contact: . 1rl tk (r. ✓c� el Email: FIRE PERMIT TYPE )(Sprinkler System (# of heads ‘zfl Fire Pump Standpipe Other: J C a item 4)c. cowl WORK TYPE ) .New _Addition Alterations Remodel Other: DESCRIPTION OF WORK: XCommercial 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 $ / 73)-1 div x .01 =$ 173Q, b.0 _$ g6, 9g = $ /$S14, Permit Fee Surcharge TOTAL FEE 3/4" Fire Meter - $280.00 = $ ?AO Fire Meter =$ i_i .rQ 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 accordan r with the approved plan in the case of work which requires a review and approval of plans. x Cc & k" ��t via ✓1 x Applicant's Printed Name Applican Signature t'3'S2x)-3 City of Eakaii 3830 Pilot Knob Road Eagan MN 55122 Phone: (651)676-5676 Fax: (651) 675-5594 Use BLUE or BLACK Ink For Office Use Permit #: .37&910 Permit Fee: COC6 Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION El Please submit two (2) sets of plans with all commercial applications. Date: 5'2516 Site Address: 1500 Central Park Commons Tenant: Property Owner Name: Hyvee Contractor Type of Work Permit Type _„, ----- Name: Cool Air Mech Phone: Suite #: License #: 59249PM Address: 1544 134th ave NE City: Ham Lake phone: 612 644 3813 jon@coolairmechanical.com State: rnn Zip: 55304 New Replacement Repair Rebuild Modify Space Work in R,0 W Description of work: water meter for irrigation COMMERCIAL New Construction Modify Space I/2, 9 Rah sensors required on irrigation systems 71/tc V Irrigation System ( , yes no) (1 RPZ I PVB) * Avg, GPM (2turbo required unless smaller size allowed by Public Works) -e.)6..<: >C1' Meters Call (651) 675-5646 to verity that tests passed prior to pickinq un meter. Domestic; Size & Type Fire: 1 Avg. GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0,0005 If the project valuation is over Si million, please call for Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Contract Value $ x .01 $ (;) C) Permit Fee = $ $ Surcharge TOTAL FEE $ - C:Z7 Water Permit -70.6 $ Treatment Plant $ —7/ 0 CaVkilteri-Strpe#34riBilisatie-- $ State Surcharge $ 6:7() TOTAL FEE = CALL BEFORE YOU DIG. Call Gopher State One Galt at (651) 464-0002 for protection against underground utility damage, 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 understand this is not a permit, but only an application for a permit, and work is not toitart 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. ,Jon x Jon Nickelson Applicant's Printed Nam Applidart "s Signature FOR OFFICE USE Approved GyV Date: Required Inspections: Under Ground Rough -In Air Test Gas Test Final PRV Required: Yes Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 Peggy Fleck �� -� 4,Vt) From: Charlie Borash Sent: Tuesday, May 24, 2016 3:23 PM To: Peggy Fleck Subject: FW: irrigatioin plan Hi Peggy This guy is looking to get an 1 /2 irrigation meter for HY-VEE. Can you help him? Thanks Charlie From: Jon Nickelson [mailto:Jon@CoolAirMechanicaLcom] Sent: TuesdayMay 24, 2016 3:16 PM To: Charlie Borash Cc: Mark Mangskau Subject: RE: irrigatioin plan will get it toyou. Can | e-mail it? Jon Nickelson Cool Air Mechanical Plumbing Division 1544 134th Ave NE Ham Lake, MN 55304 Office 651-489-8821 Dir. 763-205-0829 Cell 612-644-3813 ]on@Coolairmerhanicaicom From: Charlie Borash [n`aUto:C8orash n.connl Sent: TuesdayMay 24, 2016 3:14 PM To: Jon Nickelson Subject: RE: irrigatioin plan Did somebody apply for an irrigation meter permit? I don't see one. You need an 1 '/2 meter and I will ok it but somebody has to get the permit for it. From: Jon Nickelson [mailto:Jon@CoolAirMechanical.com] Sent: TuesdayMay 24, 2016 3:06 PM To: Charlie Borash Subject: RE: irrigatioin plan 1500 central park commons Jon Nickelson Cool Air Mechanical Plumbing Division 1544 134th Ave NE Ham Lake, MN 55304 1 4*. CityofEaaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: 130 61 Permit Fee: L 3c):9 - Date Received: Staff: J 2016 COMMERCIAL BUILDING PERMIT APPLICATION Z'- n 1 r:Pittric, 4 PaRK c rf nA rri e Rt Date: 5/2/2016 Site Address: ir~ ilowA% h Cf. iii,4 fiL-pkLUN 4 ckiall?. L PAR? COntAttoro 5 og Tenant Name: Site Signage ( ref L,to,l *; 5(4u1-1- merit IuT SIG.N A D/ (Tenant is: X New / Existing) Suite #: Former Tenant: N/A Address/City/Zip: 500 Washington Ave S., Suite 3000, Minneapolis, MN 55415 Applicant is: Owner X Contractor Description of work; Construction of new Construction Cost: f: within Central Park Commons Name: Weis License #: 7645 Lyndale Ave South Minneapolis Address: City: State: MN Zip: 55423 Phone: 612-243-5000 Contact: Steve Knight Email: SteveKnight@weisbuilders . com Name: Robert Lucius, RSP Architects 14066 Registration#: Address: 1220 Marshall Street NE City: Minneapolis State: MN Zip: 55413 Phone: 612-677-7100 Contact Person: Robert Lucius Email: Licensed plumber installing new sewer/water service: Phone #: NOTE:=Plain the inform ► i► support g c%u nts that you sub it are considered # reformation.. Portion n may be classified ss. non-public if you provide spec c t e son would pe tit the City conclude: that a re f it 3 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.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 t the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. (AA/L(9641A ea Applicant's Printed Name x Vr-5 t t=om_ V i✓..c� Applicant's Signature Page 1 of 3 )CX) Co n fry.. I lac, - - DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation ✓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 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS V Footings (New Building) Footings (Deck) Footings (Addition) ✓ Foundation Drain Tile Roof: _Decking _Insulation _Ice & Water _Final Framing Fireplace: _Rough In Air Test _Final Insulation Meter Size: Exterior Alteration—Apartments _ Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Windows Fire Repair Demolish Building* l3 t0`70) Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant To IS WIP'L PP MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required ✓Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: Yes 1/No Reviewed By: &Pa- , Building Inspector COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 13S • a. -o Storm Sewer Trunk Sewer Trunk i 1 NGL D Water Trunk Street Lateral Street Water Lateral Other: Reviewed By: TOTAL: .13S•o-o , Planning Page 2of3 Central Park Commons Signage Package Eagan, MN 6261.004.00 SPECIAL TESTING AND INSPECTION SCHEDULE Project Name: Central Part Commons Simms* Pa Project No, 6261.004.00 Location: Eagan, MN Permit No.: Specification Section Description Type of Inspector Report Frequency Assigned Finn 03 30 00 Concrete, during taking of test specimens and placing of reinforced concrete Sl-S/St-T Intermittent TA 03 30 00 Bolts installed in concrete SI -S Intermittent TA 03 20 00 Concrete reinforcing steel SI -S Intermittent TA 04 20 00 Unit Masonry SI -S Intermittent TA 05 10 00 05 21 00 05 31 00 Structural welding SI -S lntennittent TA 05 10 00 High strength bolting SI -S Intermittent TA 04 20 00 Structural masonry SI -S Intermittent TA 05 40 00 Cold formed metal SI -S Intermittent TA ACKNOWLEDGEMENTS Each appropriate representative shall sign below: Owner:�� irf"( E Contractnt Arrhitr,. SER: SI -S: TA: F: F; Firm 0 tI Firm: , Firm. Firm Finn; -.vim—�-y"'t'tt'ii►.; r� I e N r, Date: 't 2/41 Date; t V't Date: Date: Date: Date: s" 1— Firm; —Firm; Date Firm: Date: Legend: SER = Structural Engineer of Record SI -T — Special Inspector - Technical TA = Testing Agency SI -S = Special Inspector - Structural F = Fabricator Accepted for the Building Department by Date QUALITY REQUIREMENTS 01 40 00 - 5 11 City of Eagan 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: i31p-113 2016 COMMERCIAL BUILDING PERMIT APPLICATION i rn cEni rt1p �-04RK cenim t t, 5 OR Date: 5/2/2016 Site Addressik&LOR Glx.% -t< 4/-1/01;L:‘ 11)00)1)12 c tU L- =/14..LO Tenant Name: Site Signage (. t - J W t'T61 ik eve.. (Tenant is: X New / Existing) Suite #: CST 5104 Ili - sip Former Tenant: N/A Address/City/Zip: 500 Washington Ave S., Suite 3000, Minneapolis, MN 55415 Applicant is: Owner X Contractor tJLti( Description of work: Construction of new S1 i.1,4 within Central Park Commons Construction Cos( Ftw Name: Weis License #: 7645 Lyndale Ave South. Minneapolis Contrr C�Ot Address: City. State: MN Zip: 55423 Phone: 612-243-5000 Archil Contact: Steve Knight Email: SteveKnight@weisbuilders.com Robert Lucius, RSP Architects 14066 Name: Registration #: Address: 1220 Marshall Street NE City: Minneapolis State: MN Zip: 55413 Phone: 612-677-7100 Contact Person: Robert Lucius Licensed plumber installing new sewer/water service: Phone #: ts that s,non pts conclud 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.ciopherstateonecall.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 t the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 'i.' (-C%'.(( C oma► Applicant's Printed Name Applicant's Signature Page 1 of 3 1 j oD Cs1 ,1'\(a 1 {dark Ce> -Or DO NOT WRITE BELOW THIS LINE L3tp—i1� SUB TYPES _Foundation Commercial / Industrial Apartments Miscellaneous WORK TYPES _✓ New Addition Alteration Replace Salon Owner Change Public Facility Accessory Building _ Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage DESCRIPTION Valuation $I,/r1 Occupancy Plan Review Code Edition (25%_ 100% ) Zoning Census Code Stories # of Units Square Feet # of Buildings Length Type of Construction 1r ' 6 Width REQUIRED INSPECTIONS ✓ Footings (New Building) Footings (Deck) Footings (Addition) V Foundation 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 u ZG IS ovf PI> MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required ✓ Final / No C.O. Required Other: Drain Tile Pool: Footings _Air/Gas Tests Final Roof: _Decking _Insulation _Ice & Water _Final Siding: _Stucco Lath _Stone Lath _Brick _ Framing Windows Fireplace: _Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: C4 6 , Building Inspector Reviewed By: { , 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 Water Quality t.it1- ( Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: ? 13 S • t Page 2of3 Central Park Commons Signage Package Eagan, MN Project Name: Central Petit Co Location: Eagan, MN Permit No.: -3 te 6261,004.00 SPECIAL TESTING AND INSPECTION SCHEDULE mons Skallitirtkite.. Project No, 6261.004.00 Specification Section Description Type of Inspector Report Frequency Assigned Finn 03 30 00 Concrete, during taking of test specimens and placing of reinforced concrete SI-S/S1-T Intermittent TA 03 30 00 Bolts installed in concrete SI -S intermittent TA 03 20 00 Concrete reinforcing steel SI -S Intermittent TA 04 20 00 Unit Masonry SI -S Intermittent TA 05 10 00 05 21 00 05 31 00 Structural welding SI -S S1 -S Intermittent Intermittent TA .� TA 05 10 00 High strength bolting 04 20 00 Structural masonry Sl -S Intermittent TA 05 40 00 Cold formed metal Sl -S Intermittent TA Each appropriate representative shall sign below: Owner:_dotee 4441 Firm Contractor I / Firm. Archin; - Firms:_ SER: .-- ..� Firm: t }, Sl -S: ii, .�.: Fi-m fir-. ii, i_ _ Mae: — ti—ii TA: 0311..t.„ "".,.., Firm: r Ps.. -; Date: s-'1—/.: SI=1`____7"„"—'-Pira►: 4....1"% Dater" -1—/4 F: Firm: Date: Date; ACKNOWLEDGEMENTS Dale: 41"2144 Dote; !-M Date: Date: F: Firm: Legend: SER = Structural Engineer of Record SI -T - Special Inspector - Technical TA = Testing Agency S1 -S = Special Inspector - Structural F = Fabricator Accepted for the Building Department by ^ — Date QUALITY REQUIREMENTS 01 40 00 - 5 eile_6 City of Eaaau (//41` 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAY 1 6 2016 Use BLUE or BLACK Ink For Office Use Permit#: /S(ti0/Q Permit Fee: Date Received /7/C. Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 5/13/2016 Site Address: 1500 Central Pk Commons Tenant: Hy -Vee Suite #: Name: Hy -Vee Phone: 515-267-2800 Address / City / Zip: 5820 Westown Parkway Applicant is: Owner ✓ Contractor Description of work: Installation of (10) total kitchen suppression systems Construction Cost: $33,000 Estimated Completion Date: July 13th, 2016 Name: Iowa Fire Equipment Company License #: N/A Address: 2800 Delaware AveCity: Des Moines State: IA Zip: 50317 Phone: 515-265-8030 Contact: DJ Robinson FIRE PERMIT TYPE Sprinkler System (# of heads ) Fire Pump Standpipe ✓ Other: Ansul Kitchen Suppression (17A) Ema I: djrobinson@iafire.com WORK TYPE New Alterations Other: Addition Remodel DESCRIPTION OF WORK: 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 $ 33'000 = $ 330 ,$ 16.50 ,$ 346.50 x .01 Permit Fee Surcharge TOTAL FEE 3/4" Fire Meter - $280.00 _ $ 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 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. xDJ Robinson Applicant's Printed Name Applies,: Vs Signature 41' Cllyofaii 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Chccit 2016 Use BLUE or BLACK Ink For Office Use I-3103 Permit #: Permit Fee: Date Received: L Staff: 2016 MECHANICAL PERMIT APPLICATION CJ Please submit two (2) sets of plans with all commercial applications. Date: fv HA, t.> Site Address: t "x=t% ars-r11-44-k- vr?flc (la a`Ll ,4'1eArS Tenant: _\fee ( Phone: Suite #: Address / City / Zip: Name: Cut -G{},N4.rt t.f , c_. Address: t C L(q /3'(114 40 (J License#: M13 City: 41-i2/1 (4(16 State: 1/11/\/ Zip: SKT5'zi, zit Phone: 3 "— Contact: "Nee; 4i, Descri New Replacement ption of work: ri w; Q l oofrmoun dl and gtound ou RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other Email: I /zi: Li64. rt. ''/ s ilC4a-C • Additional Alteration Demolition New Construction Install Piping )X 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 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 TOTAL FEE Contract Value $ ./CGC) x .01 = $ SC,0 Permit Fee = $ l Surcharge = $ 3t S 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 Applicant's Printed Name /I./.c.": ('L Applicant's Signature ,81.06. 'r T /33x14 4Taci,11° City of EaQali �cmo "Jon Hohenstein, Community Development ✓ Mike Ridley, Planning 1*" t . ✓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 Jon Eaton, Utilities " ric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: O Yes ❑ No Water Quality Dedication Meter Size: O Yes 0 No Park Dedication O Yes 0 No Trail Dedication O Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required O Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Nemo Jill Hutmacher, Community Development TO: Mike Ridley, Planning Dale Schoeppner, Building Inspections Scott Peterson, Building Inspections Craig Novaczyk or Mike Grannes, Building Inspections Sarah Thomas, Planning Pam Dudziak, Planning Joe Gibbs, Utility Billing Damn Bramwell, Fire Department John Gorder, Engineering Aaron Nelson, Engineering Paul Graham, Parks Eric Macbeth, Water Resources Gregg Thompson, Water Resources Jon Eaton, Utilities FROM: Craig Novaczyk Date: 8/16/16 SUBJECT: Final Inspection for: Project Name: Hy Vee No Address: 1500 Central Park Commons Dr. The Inspections Division will be performing a final inspection at the above referenced property on 8/1 6/1 6 If you have cause for not granting the Certificate of Occupancy, please submit a "hold request" to my attention. The person/department requesting a hold is responsible for notifying and resolving problems with the affected parties. City of Ea�ali Nemo Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments:�� ►— Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes D 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 0 Yes■ No REF Reconciliation between Engineering & Finance O ature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 1.41,1b‘o City of Eagan Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. # 34 Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: Ale (FtPr (FLps-isiS 4ifr E. m tw 10 TAA -1) Indicate below any fees that are to be collected with the building permit. Amount Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance ❑ Yes ❑ No ❑ Yes ❑ No O Yes 0 No O Yes 0 No O Yes 0 No O Yes 0 No O ?fez ❑ No Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 401° C!ty of Eaafl MeMo Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes El No Landscape Security Required Zoning: ❑ Yes [No Water Quality Dedication Meter Size: El Yes 0 No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication D Yes No PRV Required ❑ Y No REF Ric ciliation between Engineering & Finan e l</f5 Sig -ture Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 410' City of Eaaali Demo Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes El No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication E l Yes No Tree Dedication ❑ Yes 0 No PRV Required O Yes 0 REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final .& Plan Review Letters 41,111 City of kali Kano TO: # 34 Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: _AA 41x-1-titires f 'r Avti1etie -pia n (1y .4)&1, v 4-e re C. l l ns re C.L,F ktc (e J in e act-, r }vim Sl^ v -e c'Lc.��L._ 3. C H 3. U ,� i� ;` t —t vvi e rt 111,L 1 -vt (J l i 4Y7 a t -r) 20 i / 1 7�1v•rl -C? LAY C Yc)C) �L.kt_4, ig 4� .-Ac, 1 -Y�ioa i' J.s0c) tSa. <�lY eIP.VLrii6it C 51 'f cv1"E^- E6A. , -P7 ►' )a,'5-- ` /z /is. (nate. s ;iS su.4.,j`cc.t-iv 5i•, re rvol`i c>7e. (,)a It si5)1 C1,7 1Jt' Sl 42.161{ r - c�r sc � >u _,). Indicate below any fees that are to be colleted with the building permit. s ccrc ✓ vel©+�vr1eict CovLfra 65;X4( �100- 4&vd ca-L(%1��In�{) Amount ❑ Yes p No Landscape Security Required L Zoning: ❑ Yes ❑ No Water Quality Dedication clevelcrIgtetZt Meter Size: ❑ Yes El No Park Dedication I' o ri * a cfi ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ ...Y El No REF Reconciliation between Engineering & Finance D/.. 3 / 5-- Signature Date 9 , G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaau N¢mo TO: #34 Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: October 15, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: p� 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 ti Y s ❑ No RE Reconciliation between Engineering & Finance 71 1C-1 61 C Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters lib° City of Evan Nemo Jon Hohenstein, 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 Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: September 9, 2015 RE: Plan Review For: HY-VEE INC. 1500 CENTRAL PARK COMMONS DRIVE The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please 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 to me. Comments: ,X1( G' /C `7 � /7 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 0 No Park Dedication O Yes 0 No Trail Dedication O Yes 0 No Tree Dedication O Yes 0 No PRV Required O Yes 0 No REF Reconciliation between Engineering & Finance Signature Date /6/z6/r-c G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41,11 City of EaQall Nemo Jill Hutmacher, Community Development TO: Mike Ridley, Planning Dale Schoeppner, Building Inspections Scott Peterson, Building Inspections Craig Novaczyk or Mike Grannes, Building Inspections Sarah Thomas, Planning Pam Dudziak, Planning Joe Gibbs, Utility Billing Darrin Bramwell, Fire Department John Gorder, Engineering Aaron Nelson, Engineering Paul Graham, Parks Eric Macbeth, Water Resources Gregg Thompson, Water Resources Jon Eaton, Utilities FROM: Craig Novaczyk Date: 8/16/16 SUBJECT: Final Inspection for: Project Name: Hy Vee Address: 1500 Central Park Commons Dr. The Inspections Division will be performing a final inspection at the above referenced property on 8/16/16 If you have cause for not granting the Certificate of Occupancy, please submit a "hold request" to my attention. The person/department requesting a hold is responsible for notifying and resolving problems with the affected parties. A Non -Structural Steel Special Inspection Final Report Hy -Vee Store 1500 Central Park Commons Eagan, Minnesota Prepared for Hy -Vee, Inc. Project B1509819 May 31, 2016 Braun Intertec Corporation BRAUN I NTE RTEC The Science You Build On. Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 May 31, 2016 Project B1509819 Mr. Jeff Stein Hy -Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Re: Non -Structural Steel Special Inspection Procedural and Final Report Submittal Hy -Vee Store 1500 Central Park Commons Eagan, Minnesota Dear Mr. Stein: Please find attached to this procedural report the Non -Structural Steel Special Inspection Final Report for the Hy -Vee Store, and the supporting Special Inspection Daily Reports for your review and records. The Structural Steel Special Inspection Final Report has been completed and sent previously. 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 doesn't 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. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. AA/EOE Hy -Vee, Inc. Project B1509819 May 31, 2016 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing We issued a Geotechnical Evaluation Report on June 25, 2015 (Braun Intertec Project B1501149) for the overall Central Park Commons Development. The borings within the Hy -Vee building pad had 2 Y2 to 14 feet of previously placed fill soils overlying suitable native soils. The Hy -Vee building pad required cuts of 5 to 15 feet to reach the proposed subgrade elevations. Where previously placed fill remained in place after reaching subgrade elevations, we recommended removing the fill and placing compacted backfill. During the mass grading for the project, we performed observations and compaction testing on the fill soils. 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, dynamic cone penetrometers and/or static cone penetrometers. These tasks were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical borings performed for the project, and suitable for support of the design structural Toads. 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 2 to 4 feet below subgrade elevations or excavation bottoms (shallower penetrations typically occurred where larger gravel, cobbles and boulders were present). 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)." Preliminary 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 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 borings, 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 NTEnRTEC Hy -Vee, Inc. Project B1509819 May 31, 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 degree of care and skill ordinarily exercised under similar circumstances 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 Steve Martin at 651.487.7026. Sincerely, BRAUN INTERTEC CORPORATION red Rick Chapman ICC Special Inspector Steven B. Martin, PE Reviewing Engineer Attachment: Non -Structural Steel Special Inspection Final Report c: Paul C. Taylor, Charles Saul Engineering, Inc. Jon Eaton, City of Eagan BRAUN INTERTEC BRAUN INTERTEC The Science You Build On. Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Non -Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan Date: May 31, 2016 Project: Attention: Mr. Jeff Stein Hy -Vee Store - Eagan 1500 Central Park Commons Eagan, Minnesota Braun Intertec Project: B1509819 In accordance with Section 1704 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 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 BRAUN INTERTEC Hy -Vee, Inc. Project B1509819 May 31, 2016 Page 2 Conclusion Based upon the inspections performed, the testing completed and the attached Special Inspection Daily 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 Minnesota. Steven B. Martin, PE Senior Engineer License Number: 41271 May 31, 2016 Attachments: `'lrlri�rii Non -Structural Steel Special Inspection Daily Reports dated 11/12/2015 through 1/15/2016 Daily Field Notes dated 1/29/2016 BRAUN INTERTEC A Structural Steel Special Inspection Final Report Hy -Vee Store - Eagan NW of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for Hy -Vee, Inc. Project B1509819 March 14, 2016 Braun Intertec Corporation BRAUN INTERTEC The Science You Build On. Braun Intertec Corporation 11001 Hampshire Ave S Minneapolis, MN 55438 March 14, 2016 Project B1509819 Mr. Jeff Stein Hy -Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 Re: Structural Steel Special Inspection Procedural and Final Report Hy -Vee Store - Eagan NW of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Stein: Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the Hy -Vee Store - Eagan Project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 17 of the International Building Code (IBC) and 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 plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received, these were used to evaluate the work completed in the field. Visual Examination of the Field -Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2010, 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 AA/EOE Hy -Vee, Inc. Project B1509819 March 14, 2016 Page 2 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. 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. Metal Deck Mechanical Fasteners Observations of the metal deck mechanical fasteners were completed to document the screw fasteners were installed as required in the construction documents and in accordance with the requirements of the manufacturer. Items noted were the placement and the depth of penetration. Shear Studs In areas where shear studs were placed over the supporting structural steel members, the size, spacing and soundness of the stud welds were documented. Soundness was determined by impacting each stud with an 8 -pound maul. Sound studs "ring" if they are fully attached to the steel member. Finally, selected sound studs were bent in accordance with the project requirements to further evaluate their soundness. 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. CAU.. INTERTEC Hy -Vee, Inc. Project B1509819 March 14, 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 Troy Baumann at 952.995.2554 or Mary Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CO ° ATION Troy W. Baumann ICC Ce rti ' d Special Inspector -Structural Steel and Welding Christopher R. Kehl, PE Principal -Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Paul C. Taylor, Charles Saul Engineering, Inc. Jon Eaton, City of Eagan Steven Martin, Braun Intertec BRAUN INTERTEC BRAUN INTERTEC The Science You Build On. Braun Intertec Corporation 11001 Hampshire Ave S Minneapolis, MN 55438 Structural Steel Special Inspection Final Report City of: Eagan Project: Hy -Vee Store - Eagan Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Date: March 14, 2016 Attention: Mr. Jeff Stein NW of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Braun Intertec Project: B1509819 In accordance with the Minnesota State Building Code, Chapter 17 of the International Building Code and the agreed-upon scope of services, the required special inspections and testing have 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. 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, deck fasteners 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. Shear Studs. The shear studs detailed in the attached Special Inspection Daily Reports were observed and tested in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved shear stud -related issues. AAJEOE Hy -Vee, Inc. Project B1509819 March 14, 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, structural -engineer -provided modifications and applicable workmanship provisions of the Minnesota State Building Code and 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 Minnesota. Christopher R. Kehl, PE Principal -Senior Engineer License Number: 43459 March 14, 2016 Attachments: Special Inspection Daily Reports 1 through 9 INTERTEC UqVoo® EMPLOYEE OWNED September 02, 2015 Mike Lence/ Craig Novaczyk Senior Inspectors City of Eagan, Minnesota RE: Eagan Hy -Vee - Plan Review Submittal Mike/Craig: Accompanying this correspondence are the documents you need to begin your plan review of the proposed Eagan Hy -Vee store. Per our discussions during our initial project review meeting on June 8, 2015, we have provided (2) copies of the stamped building drawings and project specifications. In addition, attached with this cover letter are copies of the energy compliance forms for the project Please let me know if there are any additional documents needed to begin the City of Eagan review process for the Eagan Hy -Vee project. If there are any questions about the project, please give me a call to discuss at any time. Sincerely, Andrew Reich, AIA, LEED AP Director, Store Architecture Hy -Vee Engineering Attachments: (2) copies— signed/stamped construction documents (2) copies— signed/stamped construction specifications (1) copy — energy compliance forms (Building envelope, HVAC, Water Heating, and Lighting) Cc: Mike Sherman — Hy -Vee Construction Ben Harriman — Hy -Vee Construction Hy -Vee, Inc. 5820 Westown Parkway, West Des Moines, Iowa 50266 Phone: (515) 267-2800 Craig Novaczyk From: Reich, Andrew <AReich@hy-vee.com> Sent: Friday, October 09, 2015 1:08 PM To: Craig Novaczyk Subject: RE: Proposed Hy -Vee store @ Central Park Commons, Eagan MN Reviesed narrative Craig, I agree with your statement about the paper towel dispensers and the water closet clearance. This clearance overlap can be used at sinks and other fixtures. Let me know if you have additional questions once you are able to review the revised sheets. Andrew Reich, AIA, LEED AP Director, Store Architecture Hy -Vee, Inc. 1 5820 Westown Parkway 1 WDM, IA 50266 515.267.7857 1 areich.@hy:yee.com From: Craig Novaczyk [mailto:CNovaczyk@cityofeagan.com] Sent: Friday, October 09, 2015 1:05 PM To: Reich, Andrew Subject: RE: Proposed Hy -Vee store @ Central Park Commons, Eagan MN Thank you Andrew. I will review the revised sheets when time allows. In regards to Item # 10, Section 604.3.3 prohibits paper towel dispensers to overlap the required clear floor space for water closets, regardless its depth of protrusion. The reason I included Section 307.4 in my initial comment was that this is not necessarily the case with some of the other required clear floor spaces. Craig From: Reich, Andrew [mailto:AReich@hy-vee.com] Sent: Friday, October 09, 2015 12:10 PM To: Craig Novaczyk Cc: Harriman, Ben Subject: RE: Proposed Hy -Vee store @ Central Park Commons, Eagan MN Craig, Per our conversation, below are revised comments in green. In addition, attached are the revised updated sheets and the necessary information to complete your review of the Eagan Hy -Vee project. A hard copy of all of the revised sheets has been mailed to your office for record. Along a similar line, what is the City's requirements for review of changes that would be proposed during? We are evaluating the seating layout in our Market Grille restaurant and will probably make a few adjustments. In addition, we make regular little tweaks to improve our layouts or clarify finishes/decor elements throughout construction. What is your policy, so that we are providing you with the right amount of information during construction? Andrew Reich, AIA, LEED AP Director, Store Architecture Hy -Vee, Inc. 1 5820 Westown Parkway 1 WDM, IA 50266 515.267.7857 1 areich@hy-vee.com 1 From: Reich, Andrew Sent: Tuesday, October 06, 2015 1:52 PM To: Craig Novaczyk (cnovaczyk@cityofeagan.com) Cc: Harriman, Ben Subject: RE: Proposed Hy -Vee store @ Central Park Commons, Eagan MN Craig, See below for responses to your review questions for the Eagan Hy -Vee store. After you review this information, please let me know if you need additional information in order to complete the plan review of this project. Andrew Reich, AIA, LEED AP Director, Store Architecture Hy -Vee, Inc. 1 5820 Westown Parkway 1 WDM, IA 50266 515.267.7857 1 areich@hy-vee.com From: Craig Novaczyk [mailto:CNovaczyk@cityofeagan.com] Sent: Tuesday, September 15, 2015 9:06 AM To: Harriman, Ben Cc: Reich, Andrew Subject: Proposed Hy -Vee store @ Central Park Commons, Eagan MN Ben, We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above -referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed. The submitted plans have been hung in our plan review room, and a memo has been sent to all of the applicable City of Eagan departments. Each department will review the plans for compliance, and the memos will be returned to me. This review letter is specific to Building Code compliance. Please provide the following required submittal documents/information so that we may complete our review: 1. We normally require (2) full sets of Civil and Landscaping sheets. In this case however, since we already have subdivision plans, we will only require them if there are any changes to the finalized plans. This requirement is acknowledged. All site drawings related to the Hy -Vee contract are included in the original plan set. All other site development is under the contract of the subdivision developer's permit. 2. The total cost of construction. The construction valuation is $9,998,400 3. The Emergency Response Site Plan needs to be submitted in accordance with the specifications listed in our website. Here is a link that will explain in detail what we require, http://www.cityofeagan.com/images/CommunityDevelopment/Build inglnspections/HandoutsBrochures/Hando ut%20-%20Emergencv%20Response%20Site%20PIan.pdf As required, attached for your record is the 'Emergency Response Plan' for our store site. 4. A SAC determination from the Met Council. The SAC determination has been applied for from the Met Council and their response to Hy -Vee Construction on this valuation is due back this week. When this valuation and approval is obtained, the proof of finalization will be provided to the City by Hy -Vee Construction. Address the following building Code plan review comments: 1. Breakdown the percentages of all of the accessory occupancies within the M occupancy (A2, A3, B, and S occupancies). It appears that the aggregate area of these accessory occupancies exceeds 10% of the total area. The area increases do not apply to the accessory occupancies. 2 • As discussed at our preliminary meeting on June 8, the G0.0 code plan breaks down areas of the building by business, assembly, storage occupancies as a basis for calculating the occupant load for the building, based upon the classifications of Table 1004.1.2 in the 2015 Minnesota Building Code. However, this division of occupant load areas is not the same as a division of accessory occupancies. The entire building is classified as a Type 'M' occupancy, with the exception of the accessory use A-2 occupancies of the Market Grille restaurant and the Casual dining area (highlighted on the attached G0.0 Code plan). The total area of the accessory type A-2 occupancies is 4,835 SF (3,620 at the Market Grille and 1,215 sf at the Casual Dining). With a total building area of 98,200 SF, the accessory occupancies are only 4.9%, which is below the 10% allowable area to be considered accessory occupancy. 2. The means of egress through the outdoor seating area adjacent to the Market Grille, shall be a continuous and unobstructed path of travel to the public way. The patio detail on sheet C1.2 shows tables within the required means of egress. Per the attached revised patio plan on C1.2, the seating has been modified to provide the required unobstructed path of travel. 3. Posting of the design occupant load in all assembly occupancies is required, and shall meet the requirements of Section 1004.3 of the 2015 Minnesota Building Code (MBC). This requirement is acknowledged and the appropriate signage will be provided prior to final building inspection. 4. Per your door hardware schedule (Section 08 7100 A), there are several hardware groups that state "Door requires thumb turn deadbolt and emergency egress capabilities." Per Section 1008.1.9.3, item #2 of the 2015 MBC and Section 309.4 of the Minnesota Accessibility Code (MAC), thumb turn deadbolts are not permitted. This requirement is acknowledged. The exterior door hardware groups in question are automatic sliding door systems with keyed cylinder locks that do not require thumb turn deadbolts. This terminology has been deleted from the hardware specifications. 5. Manual operated flushbolts or surface bolts are not permitted, except under certain conditions. Reference Section 1008.1.9.4 of the 2015 MBC, and verify that the hardware groups using flushbolts meet one of the exceptions. The only door hardware sets in the specification that include flush bolts are hardware sets 13A and 13B, which are designed for double doors leading into mechanical rooms, which is acceptable under exception 2 of section 1008.1.9.4. All of the following referenced Code sections are from the 2015 Minnesota Accessibility Code (MAC): 6. The fitting rooms adjacent to the Wine and Spirits store shall meet the requirements of Sections 803 and 903 (provide elevation and plan view details). The fitting rooms in the apparel department have been updated to incorporate the accessibility requirements for turn -around and bench seating listed in section 803 and 903. See the attached revised A3.10 for reference. 7. Direct us to or provide an elevation/cut detail for the Market Grille salad bar. We have made some minor plan revisions to the Hy -Vee Market Grille seating layout and in this revision the salad bar in question has been removed. See the attached A3.9 for this revised seating layout, 8. The common use sink/counter within the employee lounge shall be accessible, complying with Section 606. Per the requirement of Section 606.2, exception 1, the clear space required for parallel approach with the height meeting the 34" requirement is provided. See the attached revised A3.8A for reference. 9. The Clinic's concierge counter shall comply with Section 904. Per the attached revised A3.7A, the Hy -Vee Healthy You Concierge desk has been modified to provide the required accessible service counter, which is 36" wide with a working surface at 36" AFF. Per the attached re -revised A3.7A, the dimensions of the accessible portion of the counter are added to the elevation. 4 10. The restroom paper towel dispensers shall not overlap the water closet clear floor spaces (vertical clearance extends to 80" AFF). Reference Sections 604.3.3. and 307.4. This requirement is acknowledged. All paper towel dispensers will be relocated to provide adequate clearances around the water closets. Hy -Vee uses two styles of paper towel dispensers. In multi-user restrooms, we use larger roll -style units (see attached KCC model), but these units are placed in a manner that do not conflict with accessibility clearances. For single -user restrooms at front of store and in the office areas that require a smaller model due to clearance issues, we can use smaller folded -towel style dispensers (See attached Slimfold model) that meet the requirements of 4" maximum projection, and thus are not in conflict with accessibility clearances regardless of where they are placed. 3 11. Diaper changing tables shall not be located within the accessible toilet compartments. Reference Section 603.5. This requirement is acknowledged. Per the attached revised A3.8, the affected baby changing stations in the Market Grille Men's restroom has been omitted. 4 12. Ambulatory accessible toilet compartments shall comply with Section 604.10. Section 604.10.3 deals with door swings and clearances. Per the attached revised A3.8, the door swings in the three ambulatory stalls (Market Grille women's, and primary store Men's and Women's) have been modified to meet the requirements of 604.10.3, under which the partition doors must swing outward and provide 42" of clearance. In follow-up, I have eliminated the changing station in the women's Market Grille restroom to avoid conflict with the required 42" clearance in front of the ambulatory stall. See the attached revised A3.8. 13. Where coat hooks are provided, an accessible height coat hook shall be provided to accommodate a forward or side reach range complying with Section 308. Reference Sections 604.8 and 805.5. This requirement is acknowledged. 14. Toe clearances shall be provided for all accessible toilet compartments. The requirements are referenced in Section 604.9.5.1. Per the exceptions under section 604.9.5.1, toilet stalls that are deeper than 62" and wider than 66" do not require toe clearances under the partitions. The accessible stalls in the primary front -of -store restrooms that utilize full height built partitions have been adjusted to provide the required minimum clearance dimensions. See the attached revised A3.8 for reference. For clarity of the sizes of the restrooms stalls that have full height built partition walls, attached for your reference is the current A1.0, which provides dimensions of each stall area. These highlighted dimensions show compliance with the required stall sizes to eliminate the requirement for toe clearance. All other multi-user restrooms with stalls utilize standard toilet partitions that provide the required toe clearance under the partition. 15. Trash containers shall not overlap the toilet room clear floor spaces. This requirement is acknowledged and trash receptacles will be placed as needed to avoid overlap with accessibility clearances. 16. Plumbing, HVAC, electrical, and fire suppression plans are required to be submitted with their respective permit applications, if those applications have not been submitted prior to issuance of this building permit. This requirement is acknowledged. All required permits will be submitted by the required licensed contractors. Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road 1 Eagan, MN 55122 1 (651) 675-5683 I (651) 675-5694 (Fax)! cnovaczyk(citvofeaoan.com City of Ekon 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. 4 1500 Central Park Commons Dr. Eagan, Minnesota 55121. February 25, 2016 Ben Harriman 5605 NE 22nd St. Des Moines, IA 50313 Dear Ben Harriman: MINNESOTA DEPARTMENT �,✓OF AGRICULTURE License Pending Dakota County The purpose of this letter is to notify you that the plan review for food equipment and construction requirements has been completed by the Minnesota Department of Agriculture (MDA) for the new construction of HyVee at Approval is based on correction of all noted deficiencies/overview and concerns listed below. The Minnesota food code is the primary governing document for this review. This approval is based upon the plans submitted with your application. Any changes from the submitted plans and specifications must be reviewed and approved by this agency. If you have questions, please contact Barbara.Krech a,state.mn.us or 651-201- 6075. Please note that you will not receive a food handler license or approval to use a remodeled area for food handling until your MDA food inspector conducts a final licensing/approval inspection of the completed project. The inspector will review your approval letters from the appropriate authorities to ensure these requirements are met. What you will need for the final plan review inspection: • Facility equipment and construction installed in accordance with approved food equipment and construction requirement plan. • All appropriate permits from the local or state authorities (e/g/ building, electrical, plumbing, etc.) o Coordinate all final construction inspections with the City of Eagan Inspections Division and the MDA inspector listed below. • Licensing of your firm is dependent upon proper installation of an approved water supply, plumbing and waste -system. • To schedule a final inspection, contact Jen Parnes at 218-280-6489 Building: City of Eagan Building Official, Dale Schoeppner 651-675-5699 Plumbing: City of Eagan Building Official, Dale Schoeppner 651-675-5699 Submitters Contact Information: Ben Harriman at 515-321-2791 No food shall be brought into the newly remodeled area or newly constructed facility prior to the final inspection and approval. 625 Robert St. N., St. Paul, MN 55155-2538 • 651-201-6000 or 1-800-967-2474 • www.mda.state.mn.us An Equal Opportunity Employer and Provider, TDD 1-800-627-3529 Project Description: Build a new 98,141 square foot full service grocery store. Plans include a deli, bakery, meat/seafood department, produce production area, deli/cheese service counter, candy kiosk, juice station kiosk, full-service salad and soup bar, sushi prep, full service restaurant, alcohol service bar, Starbuck's kiosk, and bulk food sales, customer private meal assemble service classroom, and a liquor store with wine tasting area. A Sunday Brunch cook to order omelet station, and buffet. A Sushi Rice HACCP was been submitted to the MDA HACCP Review Officer for this location. The plans as submitted are in general compliance with the MN Food Code Rule 4626. The deficiencies as noted below must be corrected prior to licensing. Please address the concerns as listed below. Menu: Italian foods, Asian foods, Wood fired pizzas, Sushi, cold and hot deli foods, Full service restaurant, bakery, fresh meats and seafood, full-service salad bar, full-service soup bar, Starbucks kiosk, custom juice kiosk, candy kiosk, Sunday brunch buffet. Mexican Grill and service line. Asian Grill and service line. Deficiencies • Additional handsinks have been required in the following areas and revised drawings were submitted. Additional handsink locations should be verified in the following locations. o A second handsink was added to the Sweets kiosk, one located just outside of the warewashing room and one located for access to the service/prep line. o A handsink was required in the beverage service station beside the bar, at the entrance to the kitchen o A handsink was required at the end of the bar on the dining room side, for use by servers when dispensing ice. • Ensure that the Vulcan charbroiler in the meat department service area is installed with a 6 inch clearance at all sides to adjacent combustibles. Stainless steel finish is proposed. • Ensure that the Vulcan charbroiler in the Chefs Table, Hot service department is installed with a 6 inch clearance at all sides to adjacent combustibles. Stainless steel finish is proposed. • Provide splashguards to both sides of the handsink, and dumpsinks in the bar. • Provide an ice bin cover to ice bins in bar. • Battery operated handsinks are not approved for use and have been changed to electric hardwired handsinks. • Revisions were submitted to include a FRP wall finish behind the bulk ice machine in the back warehousing area. • Revisions included enclosing the ductwork and utility lines with stainless steel panels over the Bakery oven and Bakery proofer. • Time as a public health control plan must be submitted to the MDA inspector, and kept on site for periodic review for the Sunday Brunch station when holding potentially hazardous foods on ice. • Provide an NSF approved stainless steel work table to install the electric hot plate on top of during use for the Omelet station at the Sunday Brunch. • Provide stainless steel wall finish behind the 2 charbroilers on the deli service line, one at the Mexican grill line and one at the Asian cook and service line. • The omelet station at the Sunday brunch cooking line includes the use of an Eagle electric hot plate for use in cooking made to order omelets. This appliance and menu has been reviewed by the City of Eagan Inspections Division for compliance with the 2015 MN Mechanical code. No exhaust hood has been required over this appliance by the City Inspector. Overview and concerns • Ensure that rough aggregates are not broadcast underneath foodservice equipment. • Provide the same flooring in all areas of food service/production and all walk in coolers and walk in freezers. Required floor finish must be a Tennant cementitious urethane and applied in a 3 part system, it must be capable of being troweled up the wall to create an integral minimum 4 inch covebase of the same thickness. Apply flooring thickness to 1/4inch in all areas. • All exhaust hoods are manufactured by Captive Aire, a certified NSF fabricator, and located as required by code. A Type I hood over appliances producing grease and smoke, and Type II hood over appliances producing heat and steam. The proper equipment placement under hoods as required by the 2015 MN Mechanical Code will be evaluated by the City of Eagan Inspections Division. • Demo stations located on the sales floor must be limited to pre -prepared foods only. No handwashing is planned for these stations, and glove use will be enforced. No food preparation is permitted in these stations, only serving of prepared foods. • The bulk CO2 tank will be installed on a 6 inch concrete base finished with approved Tennent flooring behind the walk in keg cooler. • A bulk peanut butter grinder will be located in the custom cut produce area and will be used by employees only. This equipment is not approved for use as a self-service operation on the sales floor. • Additional produce prep when needed by the main kitchen or juice station will be accomplished in the produce department prep area. • Three racks of drying space have been provided as required by code for the conveyor style high temperature dish machine in the main kitchen. • Ensure that the finish on the Woodstone Pizza oven is a smooth easily cleanable wall finish such as porcelain tile. Stone tile is not approved. • The Woodstone Pizza oven contains an integral Type I exhaust hood provided by the manufacturer. • One Turbochef convection oven is certified as meeting NSF standards is located in the deli prep area and is UL710B listed and does not require an exhaust hood. Food cooked in this oven is limited to precooked proteins, and non -greasy foods. • Beverage service cabinetry in the casual dining area will be installed on 6 inch legs. • Self-service beverage dispensing equipment in the casual dining area includes a Coke machine, iced tea, cappuccino, and coffee. • Let's Dish (classroom) area will contain a handsink, a prep sink, and an under counter cooler. Each enrolled participant will receive the meal packet chopped and ready for assemble from the reach in cooler and each participant will handle only their own meal. No shared food is proposed for this process. Provide a detailed SOP to the MDA inspector as requested. • A HACCP has been submitted for this location for the production of acidified rice. After a HACCP is approved by MDA, this HACCP must be kept on site and will be reviewed by the MDA inspector during annual inspections. • Self-service bulk food containers are located on the retail sales floor and are certified as meeting NSF #2. • M10 Atlantic Seafood Cases, the bases of these cases will be sealed in place at the floor, with removable kick plates for access for cleaning. The steps proposed for use by employees on the service side of these cases will be a moveable step and will not be sealed to the floor. • Structural Concepts merchandiser cases will be sealed to the floor, with removable kick plates for access for cleaning, on the customer side only. • Sneeze shields must be installed to a finished height of 60 inches from the floor when installed in front of the char broilers service stations at the Meat Department and the Chef s Table. • Kickplates will be allowed on the employee side of the merchandisers, and may be sealed to the floor. The access to the areas under the units will be on the front side (customer side) Cleaning of this area will be monitored during routine inspections. • Ensure that the Olive Bar on the sales floor is installed on 6 inch legs, and that there is a floor drain underneath for indirect waste drainage from the refrigeration compressor. • Hollow enclosed bases are not permitted. Specialty Cheese Kiosk: • 2 handsinks are provided. • A warewashing sink is provided. • An easily cleanable ceiling is required. • Tennant flooring system is installed with integral covebase Custom Produce Kiosk • A Zumex Juicer is certified as meeting NSF and is located in the Custom Cut Produce Kiosk. This equipment will be used by store employees for making fresh juices in the approved produce prep area, with adequate handwashing, labeling and selling them from a refrigerated merchandiser on the sales floor. • Fresh made juice that is not pasteurized is considered a potentially hazardous food and must be stored under mechanical refrigeration. Refrigerated corner units meeting NSF #7 were added to the Custom Cut Produce kiosk for holding these juices. Provide floor drains under these units for draining ice used for decor purposes. • Two corner Cold wells by Hill Phoenix (model CWC -3R) meeting NSF #7 for the storage of potentially hazardous foods will be provided for storing unpasteurized fresh juices. The mechanical units, may hold ice as decor and the ice waste must indirect waste to a floor drain. • The custom produce kiosk will contain 2 handsinks. • An NSF approved food sink is provided. • A warewshing sink is provided. • All walls at the parameter of the custom produce kiosk and the candy kiosk must be installed to 60 inches high when measured from the ground including with a sneeze shield. • Sneeze shields are required to be installed to protect the blenders in the custom fruit kiosk from customer contamination. Install to a finished height of 60 inches when measured from the floor. • An easily cleanable ceiling is required. • Tennant flooring system with integral covebase. Candy Kiosk: • Sneeze shields are provided in the candy kiosk in front of the dipping stations to protect from customer contamination. • All walls at the parameter of the candy kiosk must be installed to 60 inches high when measured from the ground including with a sneeze shield. • 2 handsinks are provided, out immediately outside of the warewashing room and also accessible to the front service area. And a second handsink was require on the other side of the kiosk. • A warewashing sink is provided. • 2 steam kettles are proposed for cooking toppings for popcorn of cheese or caramel. Exhaust hood requirements will be determined by the City of Eagan Inspections Division for compliance with the 2015 MN Mechanical code. • A food sink is not provided to this area. Fresh fruit must be washed in the produce prep area of the produce department. • An easily cleanable ceiling is required. • Tennant flooring system with integral covebase. BAR • Ensure that all plumbing fixtures and drains used to receive or discharge liquid waste shall be indirectly connected to the drainage system. • Provide an adequate number of floor drains to the bar for the proper and sanitary disposal of all waste. • Ensure that the floor drains in the bar are easily accessible for cleaning and maintenance. • All bar equipment will be Glasstender which is listed to NSF #2, and approved for use. • Provide splash guards to a both sides of the dumpsinks and the handsinks. • Provide legs or casters to all under counter coolers in the bar. • Ensure undersides of all countertops are properly sealed using FRP or plastic laminate. Exposed wood is not acceptable. • A separate dump sink has been provided behind the bar. • Hollow enclosed bases are not permitted. • Beer taps will be wall mounted thru the walk in cooler wall. • Drip tray will be surface mounted on a solid surface countertop. • Drip tray waste will indirect waste to a floor drain and must not run thru the under counter cooler. STARBUCK'S KIOSK • If a blender rinser will be installed in the dumpsink, you are required to comply with the backflow requirements established by the MN Department of Labor and Industry -Plumbing Section listed below. Starbucks have installed blender rinsers in the one compartment work (dump) sink. If the plans include the use of a blender rinser in the single compartment sink: Review and follow the statements from the MN Department of Labor and Industry -Plumbing Section in regards to this installation: 1. This type of installation requires a pressure vacuum breaker (ASSE 1020) to be installed at least 12 inches above the spill line and in a location that does not allow back pressure. 2. A reduced pressure zone backflow preventer (ASSE1013) would also comply. 3. The hose and fitting should also be a code compliant material or NSF rated for potable water. 4. Additionally the dump sink where it is installed must have a direct connect to the sanitary sewer. Indirect connections would not acceptable. It is strongly recommended that the plumber discuss the rinser installation with the plumbing plan reviewer ensuring that the installation is properly completed. Provide written documentation from the local building official stating that the rinser unit was properly installed per MN Plumbing Code. • Provide a sneeze shield in front of the barista station to a finished height of 60 inches when measured from the floor. • Provide a sneeze shield in front of the counter seating on the side of the kiosk to protect the warewashing area from customer contamination. The sneeze shield should be installed to a height of 60 inches when measured from the floor. • A commercial grade water heater has been provided for the kiosk use only. • One Turbochef model NGO convection oven is certified as meeting NSF standards and is UL710B listed and does not require an exhaust hood and must be used for cooking precooked, non -greasy foods only. Market Place Sunday Buffet: • Time as a Public Health Control may be utilized for potentially hazardous foods held on ice on the buffet line. Provide Time as a Public Health Control plan to MDA inspector for review and approval. • An electric cook top will be used for cooking made to order omelets, an exhaust hood was not required for installation over this appliance by the City of Eagan Inspections Division. • Existing coolers and a handsink installed in the Let's Dish area will be utilized by cooking staff at the buffet. Liquor tasting area in Liquor store: • A handsink is provided. • A separate dumpsink is provided. • Tennent Cementitious Urethane flooring is provided in the service area with integral covebase. • A washable cloud ceiling will hang over the tasting area. • All soiled glassware will be transported to the main kitchen warewashing area. • Plastic laminate cabinetry will be installed on 6 inch legs. Room Finish Schedule Finish Area Floor & Base cove: Walls: Ceiling: 1 Kitchen, bakery, deli, cheese, meat, seafood, produce, bar, waitress Tennant Cementitious Urethane Flooring with troweled integral FRP/porcelain tile/stainless steel behind cooling Washable ceiling tiles or painted sheetrock service area, Starbuck's kiosk, custom cut produce kiosk, candy kiosk covebase installed to '/ inch thick in all areas. equipment Sincerely, kkAte—ok_ MINNESOTA DEPARTMENT of AGRICULTURE Barbara Krech, R.S. Food Standards Compliance Officer Dairy and Food Inspection Division eC: Jen Parnes, Food Inspector Nicole Favata, Supervisor City Building Official General Standards of Retail Food Facility Equipment and Construction (Not all Standards below apply to each specific firm. This information is provided for your information where applicable.) General Information (Hy Vee/Eagan) Food equipment shall meet the applicable NSF International food service standards. The equipment shall be determined by NSF International or an American National Standards Institute (ANSI) Z34.1 accredited independent entity, including Underwriters Laboratory or the Edison Testing Laboratory, to be equivalent to the NSF International Standard. The use of equipment, which does not meet the applicable NSF standard, is prohibited. Bakery equipment must comply with the Bakery Industry Sanitation Standards Committee (BIS SC). (4626.0505) (4-201.11) Custom fabricated or modified equipment must be constructed by a contractor listed by NSF International. The name and address of the fabricator for custom fabricated equipment must be identified. (4626.0505)(4-201.11) All service counters and other millwork surfaces shall be protected with stainless steel, plastic laminate, or equivalent, covering all exposed wood. In areas where food equipment involves heat or moisture, or where food comes in contact with the surface, a stainless steel finish or approved equivalent material is required. Food service counters are required to be installed on six-inch legs or a solid base. (4626.0505)(4-201.11) Used equipment meeting NSF International, NAMA, or BISSC standards, specified at the time of installation is permitted if it: met the NSF International, NAMA, or BISSC standards, in effect at the time it was manufactured, remains in good repair, is capable of being maintained in a sanitary condition, and is approved by the regulatory authority. Your inspector will evaluate any used equipment to determine if it is acceptable. (4626.0505) (4-201.11) Provide multi -use equipment, utensils, and food storage containers that are smooth, easily cleanable, and resistant to pitting, chipping, or scratching. All food equipment in a retail food store must be designed as to be easily cleanable, durable and be adequate for its intended use. Household utensils or equipment is prohibited. The use of commercial equipment not meeting the NSF standards must be evaluated and approved prior to installation. (4626.0505)(4-201.11) Retail shelving and refrigeration and freezer display cases shall be designed and constructed to be durable and to retain their characteristic qualities under normal use. (4626.0505)(4-201.11) Provide sufficient refrigeration to hold all readily perishable food products at 41 °F or less. Provide sufficient ventilation (e.g. louvers, etc.) for the compressor unit to evacuate any buildup of heat at the underside of the cold pans in and about the compressor area. (4626.0675.) (4-301.11) If an ice machine or bulk water unit is to be installed, the waste drain must be properly plumbed and divert to an indirect waste (air break) floor drain.*(4626.1045 A.) (5-201.11) Food Protection Provide a food thermometer for checking the internal temperatures of potentially hazardous foods. Thermometers must be provided in all coolers, freezers, and hot holding units where potentially hazardous food is stored, and must be located in an area that is representative of the true air temperature. (4626.0705)(4-302.12) The internal temperature of potentially hazardous food must be maintained at 41 °F or below, or 140°F or above, except during preparation. *(4626.0395) (3-501.16) All freezer units shall hold food frozen. (4626.0370)(3- 501.11) Food on display must be protected from potential contamination from coughs, sneezes and improper handling by installing properly constructed food shields, the use of packaged food items or other effective means of protection. (4626.0320)(3-306.11) Provide tongs, ladles, spatulas, scoops, single -service papers, etc., to avoid unnecessary manual handling of dispensed food items. (4626.0330 A.) or * (4626.0330 B.) (3-306.13) Utensils must be stored in an appropriate manner between uses. (4626.0275) (3-304.12) An approved HACCP (Hazard Analysis Critical Control Point) Plan will be required as specified. (4626.1730) Sushi operations that prepare product at one site may not transport sushi to other locations. This is wholesaling and may require an FDA Seafood HACCP Plan. Installations onsidered Utility service lines and pipes shall not be unnecessarily exposed. Utility services lines and pipes shall not be installed directly on the walls or floor. (4626.1340)(6-201.12) Seal (caulk) all annular openings around pipes and other conduits, where they pass through walls and floors. Seal all junctures between the wall surface and the edges of attached equipment with approved caulk/sealing compound. (4626.1395 A. (1) (6-202.15) If conduit pipes are provided for beverage lines they must extend at least three to four inches above the finished floor elevation at both ends. The annular opening between the beverage lines and the conduit pipe must be sealed with a hard material and provide a cleanable finish. (4626.1395 A. (1))(6-202.15) All doors to the outside of the establishment must be self-closing and vermin proof. (4626.1395 A. (3.))(6- 202.15) Lighting Provide at least 20 -foot candles (220 LUX) of light intensity, at a distance of 30 inches from the floor, for areas where food is provided for consumer self-service, including buffets and salad bars, or where fresh produce or packaged foods are sold or offered for consumption, inside equipment including reach -in and under counter refrigerators, in utensil storage areas, in areas behind a bar used for ware washing, and in toilet rooms. (4626. 1470)(6-303.11) Provide at least 50 -foot candles (540 LUX) of light intensity for areas where food employees are working with utensils and equipment where safety is a factor and areas used for ware washing. (46261470)(6-303.11) Install effective shielding or shatter -resistant bulbs for all light fixtures over exposed food storage, food preparation, food display facilities, clean equipment, utensils and linens, and unwrapped single -service or single -use articles. (4626.1375)(6-303.11) Plumbing At least one toilet facility and not fewer than the number required by law shall be provided. *(4626.1075)(5- 203.110) These facilities must be conveniently located and accessible to employees at all times.* (4626. 1095) (5-204. 11) Toilet rooms must be provided with adequate ventilation, hand cleanser, single -use towels or hand drying devices, tissue paper and waste paper receptacles. Toilet rooms shall have at least one covered waste receptacle. (4626.1260) (5-501.17) Plumbing plans must be submitted to the delegated authority or the Minnesota Department of Labor and Industry (DLI) for review and approval prior to installation. All plumbing must be installed according to the Minnesota Plumbing Code, including current amendments. *(4626.1045) (5-202.11) Equipment connected to the potable water supply shall be protected from back -siphoning and back flow. Equipment with submerged inlet lines (dish machine, garbage disposal, steam table, etc.) and all threaded hose bib connections shall be equipped with an approved backflow preventor. (4626.1085) (5-203.14) If a post -mix beverage system is provided, an approved pressure-type, back-flow preventor upstream from the control valve on the carbonator (water line to the carbonator) is required. The water line serving a dipper well shall be permanently installed with an air gap on the water line entering the fixture. * (4626.1055) (5-202.13) Please contact a licensed plumber or refer to the Minnesota plumbing code. Water heaters must be at least a commercial model. (4626.0505) (4-201.11) Residential water heaters are not approved. Water heaters must be of adequate size and recovery rate to provide hot water to all taps during peak water usage. Lack of hot water will require the installation of additional hot water capacity. (4626.1025) (5- 101.13) If a grease interceptor or grease trap is required by the city building official, it shall be located to be easily accessible for cleaning and maintenance. The lid shall be water -tight and securely fastened in place. A grease removal device should be installed flush with the floor. (4626.1195)(5-402.13) If soap and chemical dispensing devices are installed on potable water lines, they shall be listed to ASSE plumbing standard 1055. (4526.1260) (5-501.17) Sinks Install hand washing sinks in all food preparation, food dispensing, toilet rooms and utensil washing areas. (4626. 1095) (5-204.11) A hand washing lavatory shall be equipped to provide water at a temperature of at least 43 degrees C (110 degrees F). (4626.1050) (5-202.12) Provide hand cleanser, single -use towels, and a fingernail brush at the hand -wash sink located in the food preparation, and ware washing areas.(4626.1414)(6-301.11);(4626.1445)(6-301.12) Install a NSF three compartment, utensil -washing sink (4626.0680) (4-301.12) with integral drain boards, (4626.0685) (4-301.13) for the proper cleaning and sanitizing of all multi -use equipment and utensils. The size of the sink compartment must be large enough to accommodate the largest utensil/equipment, which is to be cleaned and sanitized. Provide and use an appropriate chemical test kit to determine the strength of the sanitizing agent in the final rinse water of the three -compartment sink. (4626.0715) (4-302.14) Install a separate food preparation sink IF raw food will be cut or combined with other ingredients, or otherwise processed. (4626.0780) Install at least one service sink or curbed unit with a floor drain for disposal of mop water and similar liquid waste. (4626.1080)(5-203.13) Provide hooks or hang-up brackets at the utility sink for storage of mops and brooms. Utensil washing and hand washing sinks are designed and approved only for their intended use. Storage Provide adequate shelving covering the food operation to ensure that food products, utensils or single -service articles are stored at least six inches off the floor. (4626.0730 A.) Food storage shelving used in walk-in refrigerators must be in conformance with NSF standard #2. Chrome or zinc -plated shelving without an approved factory applied hard -baked protective coating is not approved for this purpose. (4626.0505 B) Retail shelving shall be designed and constructed to be durable and to retain their characteristic qualities under normal use conditions. (4626.0505A.) Provide an area for storage of employee's personal belongings that is separate from food, clean equipment, and single service supplies. (4626.1560) Provide an approved area for storage of chemicals, which is separate from food, food equipment, and single service articles. (4626.1600) Room Finishes The floors, floor coverings, walls, wall coverings, and ceiling surfaces shall be designed, constructed, and installed so they are: a) smooth, durable and easily cleanable where food operations are conducted; b) nonabsorbent, for food preparation areas, walk-in refrigerators, ware washing areas, toilet rooms, janitorial areas, laundry areas, interior garbage, refuse storage rooms, and areas subject to flushing or spray -cleaning methods, or other areas subject to moisture. (4626.1325) Polymer flooring systems: If polymer flooring such as an epoxy or urethane systems are installed they must be 1/8 inch minimum in thickness in snack bars and sandwich preparation areas and 3/16 inch minimum in thickness in areas where ovens, fryers and other heavy kitchen operations take place and contains a ground aggregate to refusal. The finish coat must render the floor surface smooth to the extent that it can be cleaned with available cleaning equipment. A test area should be provided so that our inspector can verify the flooring thickness. Concrete, sealed or unsealed, is prohibited: a) where food product packages, containers, or cases in those areas are opened. b) Under equipment in food preparation and service areas including under service cases. (4626.1335 D.) Unsealed concrete is permitted: For use where outside garbage and refuse containers are placed, including compactors stored on a smooth and nonabsorbent surface. (4626.1230) Vinyl flooring is prohibited: In a walk-in cooler or freezer. (4626.1335 C.) Vinyl flooring is not allowed in kitchens, deli areas, behind fast food or service counter areas unless the manufacturer recommends it for this use. It is allowed in storage rooms and retail areas including under food and beverage counters. Proof of recommended use will be required in the form of sales material or a letter from the manufacturer specifically showing the recommended use before approval of this flooring will be granted. Floor and wall junctures: Shall be coved and closed to no larger than one millimeter (1/32 inch) when cleaning methods other than water flushing are used for cleaning floors. At the floor wall juncture where the fiberglass panel meets the floor an acceptable base coving such as stainless, quarry or other pre -approved materials must be installed. (4626.1345A.) Where water flushing is used coving shall be sealed. (4626.1345B.) Glued rubber coving may not be acceptable on fiberglass panels, as it may not bond to the fiberglass material. Floor surfaces: In the food preparation, food storage, and utensil washing areas be constructed of smooth, durable, nonabsorbent, easily cleanable materials, which resist the wear, and abuse to which they are subjected. Walls and ceilings: In the food preparation, utensil washing and toilet room areas, shall be smooth, non- absorbent, and easily cleanable. (4626.1335A) Ceilings: Perforated or fissured drop lay -in ceiling panels are prohibited in food preparation, food service, and utensil washing or toilet room areas. (4626.1360B.) Ventilation Ventilation System: a) Provide an NSF approved ventilation hood over cooking equipment which will capture and contain moisture, vapors, smoke, fumes, odors, heat and grease laden vapors. (Minnesota Rule, part 4626.0505 and 4626.1475) i. Type I hood required: Where cooking appliances produce grease or smoke as a result of the cooking process. (Minnesota Building Code Chapter 1346.0507) ii. Type II hood required: Above all appliances that produce products of combustion and do not produce grease or smoke as a result of the cooking process. (Minnesota Building Code Chapter 1346.0507) b) Verify that Type I commercial hood ventilation systems on the premises comply with Chapter 1346 of Minnesota Building Code which includes 2015 International Mechanical Code (IMC), and Minnesota Amendments. Minnesota Rule, part 4626.1475. c) All open sides of a canopy hood shall overhang equipment by at least six (6) inches. The front of a Type II wall -mounted canopy hood shall overhang equipment by at least twelve (12) inches.(Minnesota Building Code Chapter 1346.0507) d) A Type I hood shall be provided for an electric cooking appliance if it produces more than 5mg/cubic meter of grease vapor when tested at an exhaust flow rate of 500 cfm.(Minnesota Building Code 1346.0507) e) Provide an air balance test by a qualified heating and ventilation professional. Air balance tests shall indicate the establishment' s air handling units operate as designed and in compliance with applicable mechanical codes. A food preparation area should be under slight negative pressure (less than 0.02 inches -water gauge). (Minnesota Building Code 1346.0309 and 1346.0507, section 507.17.1) f) Make-up air and ventilation air supply diffusers located within 12 feet of an exhaust hood shall be directed away from the hood. (Minnesota Building Code 1346.0505, section 508.1.2). If the establishment uses laundry dryers, provide adequate ventilation to vent the dryer outside. (Minnesota Building Code Chapter 1346, section 913) g) h) Wood burning appliances shall have a separate exhaust system. Contact your local building official or MDA plan review regarding installation requirements. (Minnesota rule, part 4626.1475, National Fire Protection Act 96, Chapter 14, Solid Fuel Cooking Operations) i) Provide adequate exhaust ventilation on floor mounted or above counter hot water/chemical sanitizer ware - washing machines. (Minnesota Building Code 1346.0507, Minnesota rule, part 4626.1475) Sufficient tempered make-up air (at least 50° F) shall be provided and interlocked with ventilation equipment. (Minnesota Building Code 1346.0508, Minnesota Rule, part 4626.1475) J) k) Where hoods are not required, the additional heat and moisture loads generated by such appliances shall be accounted for in the sensible and latent loads for the HVAC system. 1) Galvanized hoods are not permitted. (Minnesota Rule, part 4626.0505) Additionally, ventless systems requiring alternative methods shall meet standards UL 710B, (incorporating EPA 202, UL 197), NFPA 96 chapter 13 and have the local building and fire official's approval. (4626.1380) (4626.1475) Minnesota Commercial Kitchen Ventilation Guidelines are available on our website at http://www.mda.state.mn.us/about/divisions/—/media/Files/food/business/vent2uide.ashx. Additional resource information: The Retail Food Facility Construction Guide is also available on our website at: http://www.mda.state.,nn.us/food/business/ /media/Files/food/business/construction2uide.ashx Minnesota Retail Food Code http://www.health.state.mn.us/divs/eh/food/code/index.html EAGAN 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-56751 TDD: (651) 454-8535 1 FAX: (651) 675-5694 Email: buildinginspections(@cityofeagan.com Plan Submittal: eplansCa�citvofeagan.com L For Office Use Permit #: //C)/ Permit Fee: O c Staff: =mss ===sad Payment Recvd: Yes No Plans: _ Electronic ^ Paper 2018 COMMERCIAL MECHANICAL PERMIT APPLICATION U Please submit two (2) sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Co IA ri Site Address: 1500 Central Park V+I}age-D— Date: 8/3/2018 Tenant: Hy -Vee J Owner Name: Hy -Vee Address /city /zip: 1500 Central Park Village Dr. Suite #: L , • Phone: 651-405-3660 Permit Type Name: Muska Plumbing License #: PC642796 Address: 1985 Oakcrest Ave. City: Roseville State: MN zip: 55113 Phone: 651-789-6011 Contact: Tom Foeller Email: tfoeller@muskaplumbing.com New )e Replacement Additional Alteration Demolition Description of work: Reconnect natural gas to replacement generator. NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City e Cc�ie. Plei3se.�contact the MecFi. ilcal Inspector for Informationon liermt#ted screenirig methode: COMMERCIAL New Construction — Interior Improvement Install Piping Processed V Gas Exterior HVAC Unit Under/Above ground Tank ( Install / Remove) 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 $1200 x .01 = $ Permit Fee = $ Surcharge _ $ 60.00 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed City's website at www.citvofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate; that the work will be of Eagan; that I understand this is not a permit, but only an application for a permit, aid accordance with the approved plan in the case of work which requires a review and a� x /VGl/Aiu) aSG%L Applicant's Printed Name ordinances by signing up for an email update on the in conformance with the ordinances and codes of the Ci rk is not to tart without a, mit; that the workill b I of plans Applicant's Signature FOR OFFICE USE Required Inspections: Underground Rough'In Air Test Gas Service Test In -floor Heat Final HVAC Screening ReviewedBy: Date: EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 flECEIIJEP (651) 675-56751 TDD: (651) 454-8535 1 FAX: (651) 675-569 Plan Submittal: eplansa,citvofeagan.com L/ i OCT 18 2018 r For Office Use Permit #: 5c Permit Fee: Staff: j_ Payment Recvd: Plans: Yes �_No Electronic lc Paper J 2018 COMMERCIAL BUILDIN PERIT APPLICATION c, ILK) October 16, 2018 1500 Central Park Cmns Dr, Eagan, MN 55121 14)113"1 Date: Site Address: /916-7- Tenant Name: Hy -Vee ArchitectlEngineer (Tenant is: New / ✓ Existing) Suite #: Former Tenant: Name: Hy -Vee, Inc. - Alicia Wilkinson Phone: (515) 313-2736 Address / City / Zip: 5820 Westown Parkway, West Des Moines, IA 50266 Applicant is: Owner ✓ Contractor Description of work: Small Interior Remodel Construction Cost: $40,000 Name: Hy -Vee Construction Address: 5605 NE 22nd Street State: IA Zip: 50313 Phone: Contact: Jerry Bowles Name: RSP Architects Email: License #: IR657070 City: Des Moines (515) 645-2318 jerry.bowles@hy-veeconstruction.com Registration #: 14066 Address: 1220 Marshall Street NE city: Minneapolis State: MN Zip: 55413 Phone: (612) 677-7100 Contact Person: Robert M. Lucius Email: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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.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 the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Sarah Morgan Applicant's Printed Name x 0.✓ �- WA - Applicant's Applicant's Signature DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility 1566 Ca _ik'Q \ 2 Exterior Alteration—Apartments Commercial / Industrial_ _ Exterior Alteration—Commercial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_100% 4), Census Code # of Units # of Buildings Type of Construction AccessoryBuilding Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage of me, .a-0 Zr Occupancy Code Edition Zoning Stories Square Feet Length Width Exterior Alteration—Public Facility Siding _ Demolish Building* Reroof _ Demolish Interior Windows Demolish Foundation Fire Repair Retaining Wall *Demolition of entire building — give PCA handout to applicant 20(5" Mf3G REQUIRED INSPECTIONS Footings _ New Building _ Deck _ Addition Foundation Foundation Before Backfill Vapor Barrier Framing 30 Minutes 1 Hour Insulation Sheetrock Roof: _Decking _Insulation _Ice & Water _Final Siding: _Stucco Lath Stone Lath _Brick _ EFIS Windows Fireplace: _Rough In _Air Test _Final Pool: _Footings _Air/Gas Tests _Final MCES System SAC Units aiiio ethoive. /&f cif o t ca . Le.* -o City Water v' Booster Pump PRV Fire Sprinklers Drain Tile Retaining Wall Erosion Control Steel Reinforcement Street/Curb Cut Inspection Other: Meter Size: Electronic Set of Final Revised Plans Final / C.O. Required Final / No C.O. Required Final CIO Inspection: Schedule Fire Marshal to be present: Yes No • Reviewed By: G,' -A-1 , Building Inspector Reviewed By: , Planning New Business to Eagan: FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication S7/. z..g- ?o.0--Cv Water Quality Storm Sewer Trunk Sewer Trunk 373 .7- ( Water Trunk Street Lateral Street Water Lateral Stormwater Performance Security Landscape Security Other: TOTAL: ge. 7. S t/ Page 2 of 3 EAGAN , a�2 aD 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-5675 1 TDD: (651) 454-8535 1 FAX: (651) 675-5694 Email: buildinginspections@cityofeagan.com Plan Submittal: eplans(a�cityofeagan.com For Office Use Permit #: Permit Fee: Staff: 6'O C C( 1 Payment Recvd: Yes No J I Plans: Electronic )\ Paper L_ J 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: (1 if �� 8 Site Address: i at 3:0 -441 _�� , `vJ ,11 4 %�I. Tanant• —7F -F" Property Owner Contractor Type of Work Permit Type Suite #: Name: —V� Phone: Name: . vl 41 M CE:-/,?%' Lir41.1 jV Address: 1 `��t( l �� fly& Ne- -°Email: Phone:'�'_—C� License #: C- (, c}{ac City: 1-'14 64 (4105 k/df(w()( iL &r State,I4AJ Zip: '1/(-i ( Cc)/4 New Replacement Repair Rebuild y Modify Space Work in R.O.W. Description of work ) ft_ I Tb 1 tee A1130 L C. L)t frtc � 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. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers Yes COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ /C i.'D x .01 = $ 6'0 - QOr'ermit Fee = $ � S G7 urcharge = $ 'OTAL FEE Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Water Permit Treatment Plant Water Supply & Storage State Surcharge You may subscribe to receive an electronic nouncauon from the City of prupu.Cd vrdinan..by sig^° www.cityofeagan.com/subscribe. 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 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. uIJ "� �^�� pdate on the City's wahcita a 114 Applicant's Printed Name Applicant's Sign-ture FOR OFFICE USE Required Inspections: Under Ground Rough -In Air Test Gas Test ( Final PRV Required: Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Approved By: Date: / fit) G;(/'' Page 1 of 3 10 Cc/ ..� . , Ow EAGAN 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 (651) 675-56751 TDD: (651) 454-85351 FAX: (651) 675-5694 NOV 13 buildinginspections(@cityofeagan.com 2078 2018 FIRE SUPPRESSION SYSTEM For OfficeUselc-)' - Permit #: 7S� Permit Fee: ( O Date Received: L Staff: IT APPLICATION Date: 11/8/2018 Site Address: 1500 Central Park Commons Dr Tenant: Hyvee I N C Suite #: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Property Owner Type of Work Name: Phone: Address / City / Zip: Applicant is: Owner X Contractor Description of work: Drop 4 heads in Market Grille Area for aluminum cloud obstruction to the Existing overhead system Construction Cost: 1600.00 Contractor Estimated Completion Date: Name: Escape Fire Protection License #: c-086 Address: 3000 Centerville rd City: Little Canada State: MN Zip: 55117 Phone: 651-771-8874 contact: Justin Mergen Email: justin@escapefire.com FIRE PERMIT TYPE 1 Sprinkler System (# of heads 4 ) Fire Pump Standpipe Other: DESCRIPTION OF WORK: FEES $60.00 Permit Fee Minimum ✓ Commercial WORK TYPE New Addition ✓ Alterations Remodel Other: Residential 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) 3/4" Fire Meter - $290.00 Educational Contract Value $1600.00x .01 $60.00 _ $ .80 $ 60.80 Permit Fee Surcharge TOTAL FEE _ $ n/a Fire Meter = $ LOO 5O TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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 acco ce with the approved plan in the case of work which requires a review and approval of plans. Justin Mergen Applicant's Printed Name A• . ic.'t's S ature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance: Flow Alarm Drain Test Rough In Pump Test Central Station Permit Reviewed Date: Final EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-56751 TDD: (651) 454-8535 I FAX: (651) 675-5694 Plan Submittal: eplans(a`i_cityofeagan.com r For Office Use Permit #: 00 Permit Fee: /f z--17/ . 7e, Staff: Payment Recvd: _Yes _No Plans: lectronic )Paper 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: 2/5/2019 Site Address: 1500 Central Park Cmns Dr, Eagan, MN 55121 Tenant Name: Eagan Hy -Vee J Property Owner (Tenant is: New / ✓ Existing) Suite #: Former Tenant: Name: Hy -Vee, Inc. - Jennifer Goode Phone: (515) 267-7733 Address / City / Zip: 5820 Westown Parkway, West Des Moines, IA 50266 Applicant is: Owner ✓ Contractor Description of work: Small interior remodel to integrate Mia Pizza. Construction Cost: $75,000.00 Name: Hy -Vee Construction License #: I R657070 Address: 5605 NE 22nd Street City: Des Moines State: IA Zip: 50313 Phone: (515) 645-2318 Contact: Jerry Bowles Email: jerry.bowles@hy-veeconstruction.com Name: Hy -Vee, Inc. Registration #: 52535 Address: 5820 Westown Parkwaycity. West Des Moines State: IA Zip: 50266 Phone: (515) 267-7733 Contact Person: Jennifer Goode Email: jgoode@hy-vee.com Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public If you provide speclfic reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeauan.com/subscribe. 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.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 the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature x Sarah Morgan x SUB TYPES Foundation . Commercial / Industrial _ Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DO NOT WRITE BELOW THIS LINE / J - (2o b I so c CE71-1-12A I- P(44 CvM/ic,2 Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Public Facility _ Accessory Building Greenhouse / Tent Antennae I. interior Improvement _ Exterior Improvement Repair Water Damage DESCRIPTION Valuation 1tj� VQO . a-0 Occupancy Plan ReviewCode Edition (25%_ 100% 14 Zoning Census Code Stories # of Units 0 Square Feet # of Buildings 1 Length Type of Construction 6 Width REQUIRED INSPECTIONS _ Footings _ New Building _ Deck Addition _ Foundation _Foundation Before Backfill Vapor Barrier Framing 30 Minutes 1 Hour Insulation Sheetrock Roof: _Decking _Insulation _Ice & Water _Final Siding: _Stucco Lath _Stone Lath Brick _ EFIS Windows Fireplace: _Rough In _Air Test _Final _ Pool: _Footings _Air/GacsFTeessts _Final Final C/O inspection: Schell e Marshal to be present: Reviewed By: Reviewed By: C Siding Reroof Windows Fire Repair Demolish Building* _ Demolish Interior Demolish Foundation _ Retaining Wall *Demolition of entire building - give PCA handout to applicant MCES System'/ SAC Units 6/A/o egaiileeliva A#QCd.LO City Water Booster Pump PRV Fire Sprinklers ✓ Drain Tile Retaining Wall Erosion Control Steel Reinforcement Street/Curb Cut inspection Other: Meter Size: Electronic Set of Final Revised Plans anal / C.O. Required incl / No C.O. Required "Yes No , Planning New Business to Eagan: , Building Inspector FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication 869.26 37.r0 SGS. O Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Stormwater Performance Security Landscape Security Other: TOTAL: 1471. 7 b Page 2 of 3 / 1. For Office Use �/\� 1 f / Permit#: /3-9 f O J ' 1 f # f f ,yf�� ,,,�, E AG A N ::It Fee: 1 E -1VE I 1 rPayment Recvd: Yes -eNc1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I � (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 DEC 2 0 2019 I Plans: )(Electronic lectronic aper I Plan Submittal: eplans a(� _citvofeagan.com I 1 , 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: 12/19/2019 Site Address: 1500 Central Park Commons Drive, Eagan, MN 50627 Tenant Name: Eagan Hy-Vee (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: Name: Hy-Vee, Inc. - Jennifer Goode Phone: (515) 267-7733 Property Owner 5820 Westown Parkway, West Des Moines, IA 50266 Address/City/Zip: Applicant is: Owner ✓ Contractor Type of Work Description of work: Interior remodel of the Kitchen Departments, 1st Aisle, and so Construction Cost: $349,000 Name: Hy-Vee Construction License#: I R657070 Contractor Address: 5605 NE 22nd Street city: Des Moines State: IA Zip: 50313 Phone: (515) 645-2313 Contact: Sarah Morgan Email: sarah.morgan@hy-veeconstruction.com Name: Hy-Vee, Inc. - Jennifer Goode Registration#: 52535 Architect/En'gineer, Address: 5820 Westown Parkway city. West Des Moines State: IA Zip: 50266 Phone: (515) 267-7733 Contact Person: Jennifer Goode Email: jgoode@hy-vee.com Licensed plumber installing new sewer/water service: N/A Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the informationmay be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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 the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Sarah MorganR+ —�-- X Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW,THIS LINE 7, /q✓S SUB TYPES I.>CO 04 6`19 ( diAa C i n you is Vi _, 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 A- j Valuation 31h 660.t-0 Occupancy r"1 MCES Syste V Plan Review t/ Code Edition 20 PS MSG. SAC Units Dif/o c HAWv6E /NUS .a,1-eIC 4 4-6 (25%_100% ✓) Zoning ro).� City Water ✓ Census Code Stories / Booster Pump #of Units 0 Square Feet -- PRV #of Buildings I Length Fire Sprinklers Type of Construction '5 Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control ✓ Framing 30 Minutes I/1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final Final/C.O.Required Pool:_Footings Air/Gas Tests _Final ✓ Final/No C.O.Required Final CIO Inspection: Schedule F. arshal to be present: 4/Yes No / Reviewed By: , Planning New Business to Eagan: A70 Reviewed By: 14'IG , Building Inspector FEES Water Quality Base Fee 2-53-° • 7C"-- Storm Sewer Trunk Surcharge 0 4. s----0 Sewer Trunk Plan Review /1,57 * .11 Water Trunk MCES SAC Street Lateral City SAC -- Street S&W Permit&Surcharge Water Lateral Treatment Plant -- Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: ii--hf53.2-`1 Page 2 of 3 Miles Johnson From: Bowles,Jerry <Jerry.Bowles@hy-veeconstruction.com> Sent: Thursday, March 12, 2020 3:24 PM To: Mile •hn • Subject: RE: 1500 central park dr eagan MN hy vee interior remodel Hi Miles, The work that was to have been completed under permit EA154000, dated: 2/25/19 was canceled &will not be completed. I'm sorry we hadn't let you know this sooner. Thank you, Jerry Bowles I Manager, Special Projects Hy-Vee Construction 15605 NE 22nd Street I Des Moines, IA 50313 515.645.2318 d 1515.321.9656 m I ierry.bowles@hy-veeconstruction.com y IlgifeaCONSTRUCTION Making Lives Easier, Healthier, Happier by Building Faster, Better,and Cheaper www.hy-vee.com www.hy-veeconstruction.com www.onlineaplus.com Confidentiality Notice:The information in this e-mail and any attachments is legally privileged and confidential. It is intended solely for the addressee. If you are not the intended recipient,any disclosure,copying,distribution or any action taken or omitted to be taken in reliance on it,is prohibited and may be unlawful. If you have received this e-mail in error,please notify the sender and permanently delete this e-mail and any attachments immediately. You should not retain,copy or use this e-mail or any attachment for any purpose,nor disclose all or any part of the contents to any person. From: Miles Johnson<mjohnson@cityofeagan.com> Sent:Thursday, March 12,2020 3:20 PM To: Bowles,Jerry<Jerry.Bowles@hy-veeconstruction.com> Subject: 1500 central park dr eagan MN hy vee interior remodel ********************************* This message originated outside of the Hy-Vee email system. Use caution when opening attachments, clicking links, or responding to requests for information. ********************************* Jerry, I'm following up on some outstanding permits that have had no inspections. This is for the interior remodel of the Mia Pizza Pemit#EA154000. Can you give me a update on the status of the project? Will it be moving forward or should this permit be expired? Thanks, 1 of 646. Miles Johnson V#•. ,+}7 Contractor-Building Inspector .. ,,, 3830 Pilot Knob Rd Eagan, MN 55122 o Office:651-675-5675 • 4* • https://www.cityofeagan.corn 2 1 rD "` t For Office Use Permit#: /�v ( --.--(-6.. : r 464 g . I .,:.4%, ,.,,,„, E AGA N n i, S Permit Fee: Staff: Payment Recvd: YesNo 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 �� I I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675 D �s Asn I / Plan Submittal:eplans(@cityofeagan.com APR ` Lue�Q I Plans Electronic x Paper 2019 COMMERCIAL BOIL-DING—PERMIT APPLICATION Date: 4/17/2020 Site Address: 1500 Central Park Commons Drive, Eagan, MN 50627 Tenant Name: Eagan Hy-Vee (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: Name: Hy-Vee, Inc. - Jennifer Goode Phone: (515) 267-7733 Property Owner 5820 Westown Parkway, West Des Moines, IA 50266 Address/City/Zip: Applicant is: Owner ✓ Contractor Type of Work Description of work: ASI #01: Adding Wahlburgers Express to existing Market Grille. Construction Cost: $29,500 Name: Hy-Vee Construction License#; I R657070 Contractor Address: 5605 NE 22nd Street City: Des Moines State: IA Zip: 50313 Phone: (515) 645-2313 Contact: Sarah Morgan Email: sarah.morgan@hy-veeconstruction.com Name: Hy-Vee, Inc. - Jennifer Goode Registration#: 52535 Address: 5820 Westown Parkway City: West Des Moines Architect/Engineer State: IA Zip: 50266 Phone: (515) 267-7733 Contact Person: Jennifer Goode Email: jgoode@hy-vee.com Licensed plumber installing new sewer/water service: N/A Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. 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.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 the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Sarah Morgan c;. .‘„G U\--4- x Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE /6 0(6 ' SUB TYPES I C)(7 C6-11 1 ( 16-114-K-- CO 0144 0/1 .S 04 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 41 Z-I $Oa Occupancy ,'f MCES System Plan Review ,/ Code Edition :<' ': . - SAC Units /' (25% 100% '_) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction '� Q Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control / Framing 30 Minutes - 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking Insulation Ice&Water Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In Air Test Final , Final/C.O. Required Pool: Footings Air/Gas Tests Final Final/No C.O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: ,,/ , Planning New Business to Eagan: Reviewed By: ;"','/ r_ , Building Inspector FEES Water Quality Base Fee 1 7b — Storm Sewer Trunk Surcharge 47 i S Sewer Trunk Plan Review 303- Water Trunk MCES SAC Street Lateral -- City SAC -- Street S&W Permit & Surcharge Water Lateral Treatment Plant -- Stormwater Performance Security Treatment Plant(Irrigation) - Landscape Security Park Dedication Other: Trail Dedication TOTAL: Page 2 of 3 r � For Office Use s . Permit#: //r/q7 E AGA N Permit Fee: o�.�5 Mw+w• ms�r! Staff: lECEIVE 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 r Payment Recvd: _Yes )No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675- MAY 2 8 2020 Email: buildinginspections@cityofeagan.com Plans:i&Electronic Paper I Plan Submittal: eplansc citvofeadan.com ___ BY: 2020 COMMERCIAL PLUMBIN MIT APPLICATION Ei Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 5/26/202 Site Address: 1500 Central Park commons Dr. Eagan MN, 55121 Tenant: Hy-Vee Suite#: Property Owner Name: Hy-Vee Phone: Name: Cool Air Mechanical, IncLicense#: PC003260 Contractor Address: 1544 134th Ave NEHam Lake MN 55304 City: State: Zip: Phone: (651)246-3116 Email: MarkM@CoolAirMechanical.com New Construction / Addition Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work: Extend 1/4"waterline to CVAP cook equipment Type of Work Irrigation System(_yes/_no)L_RPZ/_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ 1,100.00 x.015 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee $ 0.55 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call City for Surcharge $ 60.55 TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge _$0 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaa n.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;thatI understand this is not a permit, but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Mark Mangskau /'ylGAi Applicant's Printed Name Applicant's Signatur Page 1 of 4 ,'(,,7 (-7 7 2- FOR OFFICE USE Approved By; Date: Required Inspections:' Under Ground Rough-In „_,_. Air Test _Gas Test E=inai - PRV Required: Yes No Meter Related Items: meter size Radio Read Manometer Staff: Page 2 of 4 EAGAN p.p$=,, 3830 PILOT KNOB ROAD l EAGAN, MN 55122-1810 (651) 675-5675 l TDD: (651) 454-8535 I FAX: (651) 675-5694 Plan Submittal: eplans ancitvofeagan.com JUL 0 9 2020 r For Office Use , I�I CP Permit Fee: l3_ iS Staff: / I r Payment Recvd: _Yes ‘ No Plans: Electronic _ Paper 2020 COMMERCIAL BUILDING PERMIT APPLICATION Date: 7/8/20 Site Address: 1500 Central Park Commons Dr, Eagan, MN 55121 Tenant Name: Hy-Vee (Tenant is: New / Existing) Suite #: Former Tenant: Property Owner Name: Hy-Vee, Inc. - Bob Roach Phone: Address / City / Zip: 5820 Westown Parkway, West Des Moines, IA 50266 Applicant is: Owner i Contractor Type of Work Description of work: Changing beverage stations Construction Cost: 25,000 Contractor Name: Hy-Vee Construction License #: I R769296 Address: 5065 NE 22nd Street City: Des Moines State: IA Zip: 50313 Phone: 515-645-2384 Contact: Cale Anselme Email: Cale.anselme@hy-veeconstruction.com Architect/Engineer Name: Hy-Vee, Inc. Registration #: Address: 5820 Westown Parkway City: West Des Moines State: IA Zip:50266 Phone: Contact Person: Jennifer Goode Email: Jgoode@hy-vee.com Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public Information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the Clty to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. 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.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 the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. XCale Anselme Applicant's Printed Name X Applicant's Signature SUB TYPES Foundation 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 DO NOT WRITE BELOW THIS LINE /600 Cent -gilt t Co' /yl/d'lo t i - , Public Facility Exterior Alteration -Apartments _ Accessory Building Exterior Alteration -Commercial Greenhouse / Tent Exterior Alteration -Public Facility Antennae i( Interior Improvement Exterior Improvement Repair Water Damage Oever"tc, Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings _ New Building _ Deck _ Addition _ Foundation Foundation Before Backfill Vapor Barrier Framing 30 Minutes 1 Hour Insulation Sheetrock Roof: _Decking _Insulation _Ice & Water _ Siding: _Stucco Lath _Stone Lath _Brick_ Windows Fireplace: _Rough In Air Test Pool: _Footings Air/Gas Tests Final EFIS Siding Reroof Windows Fire Repair Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Drain Tile Retaining Wall Erosion Control Steel Reinforcement StreetlCurb Cut Inspection Other: Meter Size: Electronic Set of Final Revised Plans Final Final / C.O. Required Final >` Final / No C.O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes4 No Reviewed By: Reviewed By: FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication 9/311" , Planning New Business to Eagan: , Building Inspector Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Stormwater Performance Security Landscape Security Other: TOTAL: ro 1). — Page 2 of 3 EAGAW 3830 PILOT KNOB ROAD i EAGAN, MN 55122-1810 (651) 675-5675 ( TDD: (651) 454-8535 i FAX: (651) 675-5694 Email: buildinginspections ancityofeagan.com Plan Submittal: eplansacityofeagan.com CEIV ,y-.' JUL 2` 1 2020 For Office Use Permit #: 1(2-(12 Permit Fee: /t - S— Staff: r Payment Recvd: _Yes No Plans: ✓ Electronic V Paper 2020 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two (2) sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: 7/21/20 Site Address: 1500 Central Park Commons Drive Tenant: Hy-Vee Suite #: -C(7 J Property Owner Name: Hy-Vee, Inc. - Bob Roach Phone: Contractor Name: Hy-Vee Construction - Cale Anselme License #: • Address: 5605 NE 22nd Street City: Des Moines State: IA Zip: 50313 Phone: 515-480-4992 Email: cale.anselme@hy-veeconstruction.com Type of Work ' New Construction Addition 1 Modify Space in Right -Of -Way Replacement Repair Rebuild Work Description of work: Install two beverage bars Irrigation System ( yes / vi no) ( RPZ / PVB) by Public Works) prior to picking up meter. .No — • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed Meter Required — Call Utilities at (651) 675-5200 to verity tests passed Domestic: Size & Type Fire: 1 Flushometers _Yes Average GPM High demand devices? _Yes LNo COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value $ 2500 x .015 $ 60 Permit Fee $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call City for Surcharge $ -C113 /- S Surcharge $ 60.03 TOTAL FEE The following fees may apply when installing a new lawn irrigation system or connecting a new water service. Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. -------------------------------------------------- $ Water Permit Treatment Plant Meter Fee Radio Read State Surcharge TOTAL FEE $ $ $ $ = $661e5 6,/ ? You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Cali 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 Cale Anselme Applicant's Printed Name JV)14,(AiL Applicant's Signature Page 1 of 4 /62i/ FOR OFFICE U Required Inspections: Meter Related Items: Approved By: Under Ground Rough -In . Air Test Gas Test Final PRV Required: - Yes No eter Size Radio Read Manometer_ Page 2 of 4 r EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-569 i 5 201J Plan Submittal: eplans(&cityofeagan.com BY. 2020 COMMERCIAL BUILDING PERMIT APPLICATION ECEIVE For Office Use Permit#: /6 / 7 7 IlL- Permit Fee: /, ✓ �l� Staff: Date: 7/14/2020 Site Address: 1500 Central Park Commons Drive Tenant Name: Eagan Hy-Vee r Payment Recvd: Yes o Plans Electronic Paper I ArchitectlEngineer Name: Hy-Vee, Inc. (Tenant is: New / ✓ Existing) Suite #: Former Tenant: Phone: Address /city /zip: 5820 Westown Parkway, Des Moines, IA 50266 Applicant is: Owner ✓ Contractor Description of work: Interior remodel of the Joe Fresh clothing department to add DSW. Construction Cost: $65,750 Name: Hy-Vee Construction License #: IR769296 Address: 5605 NE 22nd Street City: Des Moines State: IA Zip: 50313 Phone: (515) 473-8885 Contact: Sarah Morgan Email: sarah.morgan@hy-veeconstruction.com Name: Hy-Vee, Inc. Registration #: 52535 Address: 5820 Westown Parkway City: West Des Moines State: IA Zip: 50266 Phone: (515) 267-7733 Contact Person: Jennifer Goode Email: jgoode@hy-vee.com Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit arepconsidere classified as non-public if you provide specific reasons t Ia ulp e'publicnformation Portions of the information may be e Ciity,.6 conclude'that they are trade secret�,40 You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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.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 riot 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 Sarah Morgan Applicant's Printed Name Applicant's Signature SUB TYPES Foundation _ Public Facility Commercial / Industrial _ Accessory Building Greenhouse / Tent `Apartments Miscellaneous Antennae WORK TYPES New _ Interior Improvement Addition _ Exterior Improvement k Alteration _ Repair /_ Replace _ Water Damage Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100%,X ) Census Code # of Units # of Buildings Type of Construction 117 65 7S 0 DO NOT WRITE BELOW THIS LI E /600 +1?-09-i /41g4 afilelois Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Occupancy il Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant Code Edition Zz&oit4 )$C- Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings _ New Building _ Deck _ Addition Foundation Foundation Before Backfill Vapor Barrier Framing 30 Minutes X 1 Hour Insulation Sheetrock Roof: _Decking _Insulation Ice & Water Final Siding: _Stucco Lath _Stone Lath _Brick _ EFIS Windows Fireplace: Rough In _Air Test Final Pool: Footings _Air/Gas Tests Final MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Drain Tile Retaining Wall Erosion Control Steel Reinforcement Street/Curb Cut Inspection Other: Meter Size: Electronic Set of Final Revised Plans Final / C.O. Required )( Final / No C.O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes jC No Reviewed By: , Planning New Business to Eagan: Reviewed By:, , Building Inspector FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication ipP J3i5 33.0o 05v. it Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Stormwater Performance Security Landscape Security Other: TOTAL: 35 5 g9 Page 2 of 3 EAGA 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675- buildinginspections(c�citvofeagan.com BY: shill ,t4,r ° dik S� C'l�ci' w- CA'I 49A- Cc* For Office Use Permit #: Permit Fee: V 0 6/5. Staff: Payment Recvd: Yes No I Plans: Electronic _ Paper L 2020 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 6/3-I I Z(, Site Address: /S^bO C v�'i�Ye,� P I* CrY7k'►')C'V7S 1�� ► Tenant: 4--Li— 1/ i n- ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components J J Suite #: Property Owner Name: Phone: Address / City / Zip: Applicant is: Owner Contractor f TypeO Work j L \ Description of work: 2 e�,('� cc -A- e. C5V1 e. &p v- V` ILi� . - C in T 1 vl I� :J Construction Cost: c Cr) ,c) Estimated Completion Date: I' 2-0 _ Contractor t Name: ` -f. c ✓e_ 1'"'it'�T1 [NZ License #: COY- I Address: ?can c�1�o i U lC_ L City: l_ .l TTLt� (rs u� r�- State: Y Y `L Zip:5S 1177 Phone: S I,- Y? I - ?? Z q n � Contact: 7-'t e' I v1 Email: e-S- v'e " FIRE PERMIT TYPE Sprinkler System (# of heads I) Standpipe WOR TYP New Addition Fire Pump _ v Alterations , Remodel _ Other: _ Other: _ DESCRIPTION OF WORK: / Commercial Residential _ Educational FEES $60.00 Permit Fee Minimum C,, on Contract Value $ /�G • x .01 / //�� = $ Cp1 OV Permit Fee 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) = $ • 116 Surcharge = $ TOTAL FEE 3/4" Fire Meter - $290.00 Radio Read (required with Fire Meters) - $200 = $ Fire Meter oG TOTAL FEE yV1 I .0. .$ �D0 . You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the Clty's website at www.cityofeagan.com/subscribe. 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 ,ermit, and work is not to start withokt a permit; that the work will be in accordance with the approved plan in the case of work which req eview and approval of pla Applic nt' Printed Nam] ' J X Applicant 'Signature 33 / FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed by: Date: g / 09(6 / 020cQG