The URL can be used to link to this page

3345 Central Park Village Dr Use BLUE or BLACK In I For Office Use jPermit#: J —7, City of Eajan I Permit Fee: /. L4 I 3830 Pilot Knob Road I I Eagan MN 55122 I I Date Received: Phone: (651)675-5675 I ; Fax: (651)675-5694 _ j I Staff: I ------------------ 0 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/22/2016 site Address: 3345 Central Park Village Drive Tenant Name: Spec Retail / Building L (Tenant is: ✓ New/ Existing) Suite#. Former Tenant: N/A Name: CSM Corporation Phone: 612-395-7030 Property Owner, 500 Washington Ave. S., Suite 3000, Minneapolis, MN 55415 Address/City/Zip: Applicant is: owner Contractor Type of Work Description of work: Construction of new building within Central Park Commons Construction Cost: $750,000 Name: R.J. Ryan Construction, Inc. License#: 291031 Contractor Address.Address: 1100 Mendota Heights Road City: Mendota Heights State: MN Zip: 55120 Phone: 651-681-0200 Contact: Aaron Waller Email: awaller@rjryan.com Name: Robert Lucius, RSP Architects Registration#: 14066 Architectlengineer 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: rP one#: ' �(© 7i NOTE:Pans and supporting documents that you submit are coo0s�fi , 'to i�,ini rma n. Portions of the information maybe ciassiiiFieed as nonpublic'if you provite marts #Would Permit the City to conclude that OM are trade!o0ni s. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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. xAaron Waller x a .t,�.. Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRIT BELOW THIS LINE SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments v 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 7Sbp 0C)6� Occupancy A-Z j M MCES System ✓ Plan Review ✓ Code Edition U I T MrisG SAC Units (25%_100%d'j Zoning F'D City Water ✓ Census Code Stories ( Booster Pump #of Units Square Feet 6 4 PRV #of Buildings ) Length Fire Sprinklers Type of Construction Width RE UIRED INSPECTIONS Footings(New Building) ✓ Sheetrock Footings(Deck) ✓ Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation ✓ Other: BILE MPPI-VG- Drain Tile Pool: Footings —Air/Gas Tests _Final ✓ Roof:!Decking `Insulation _Ice&Water _Final �L Siding:_Stucco Lath _Stone Lath ✓Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation V1 Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: ✓Yes No Reviewed By: Cf.44& , Building Inspector Reviewed By: Pk>� , Planning COMMERCIAL FEES Base Fee 4, 7oG . 7 ' Storm Sewer Trunk Surcharge 374'. sL- Sewer Trunk Plan Review 3P V4.39 Water Trunk MCES SAC 44 q7c Street Lateral City SAC ZZo. w Street S&W Permit&Surcharge 1 2-9. e-n Water Lateral Treatment Plant 17 ZS. rr-v Other: Treatment Plant(Irrigation) Park Dedication o G • .w Trail Dedication Water Quality TOTAL: qj d 9 • /'� Page 2 of 3 MCES USE:Letter Reference: 160420A7 Address ID:704366 Payment ID:392459 -7 :Z 7Z Date of Determination:04/20/16 Determination Expiration:04/20/18 Greetings! Please see the determination below. Project Name: Central Park Commons Building L Project Address: Yankee Doodle/Pilot Knob Road Suite#/Campus: Central Park Commons City Name: Eagan Special Notes: The Council understands this building has speculative retail. At the time the finishing permits are issued, if the use changes from its speculative use to a different use,the SAC assignment needs to be reviewed based on that change. Charge Calculation: Retail (speculative): 6484 sq.ft. @ 3000 sq.ft./SAC=2.16 Total Charge: 2.16 or 2 Credit Calculation: none Total Credit: none Net SAC: 2 -or- 2 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:cory.mccullough @metc.state.mn.us. Thank you, Cory McCullough SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncii.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx METROPOLITAN C 0 U N C I L 0 n ^� °n w \ » z 'o 6. m N U Q O N ° J � z� m -TL'� UVOH BONN 1011d $ a; 1,� �`u I lJ>4►�flll�J o b�1 WI1 a�a JJ, G, I U14FlTm CZ z II " _ I GIIIIi you III ( Z CAI U z I'L� G ' old t J CL a � OR us ®� W wY a c i < � ��I ;a � J j II Mac w zm li. �'�. '" - -"�'" AtlM�HtldltlH11V3�• m 8 3 M vNO a Z z� a �10 Ot0ii ao Z �N a� 9i Zw f 1 W tJ p� U i t '' im 6 rA d fit i y g�"l 1 a ;q�i It w � I r � II s ( e p s i w 1011il I it u S I i I � � 1 1 � 1 1 o a p o o a e ok. Citv of aoaii Altqws 3830 P lot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 1 4 2U16 Use BLUE or BLACK Ink For Office Use Permit #: / J v��f vLf Permit Fee: __ �! I t - 1/�/ Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION g3i%an-615 /la i llf y Q� Suite #: El Please submit two (2) sets of plans with all commercial applications. Date: 7/13/2016 Site Address: Central Park Commons Tenant: Building L Name: Welsh Co Phone: 952-897-7750 Name: Voss Utility & Plumbing Addre PO Box 240 Emai License #: PC000306 City: Hanover State: MN Zip; 55341 is vossup@comcast.net New Replacement Repair Rebuild Modify Space Work in R.0.W. Description of work: New Building COMMERCIAL ✓ New Construction Modify Space Irrigation System ( yes / no) (__ RPZ / __ PVB) • Rain sensors required on irrigation systems tQ '` OD • Avg. GPM __ (2" turbo required unless smaller size allowed by Public Works) �6 . ('� ✓ Meters Cat (651) 675-5646 to verity that tests passed prior to picking up meter. .1/1"f a' Domestic: Size & Type 1.5 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 f the project valuation is over $1 million, please call for Surcharge Following fees apply when installing a new lawn irrigation system $ VVater Permit 1 Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant a Jz' 1Mf. 7/0t0 Contract Value $ 26800.00 $ 268.00 $ 13.40 _ $ 281.40 x .01 Permit Fee Surcharge TOTAL FEE $ Water Supply & Storage State Surcharge _ s _J D TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. hereby acknowledge that this information is complete and accurate; that the work will he 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 wit be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Steven Voss Applicant's Printed Name FOR OFFICE USS Required toupeetion er Related It x Applican 's Signature Approved i6 ugh Air "est Gas fest F1r al P egts'r d: Page 1 of 3 To: City of Eagan Page 1 of 4 City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 2016-08-26 14:02:12 (GMT) it. From: Seth Stiebinger Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: L 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 8/24/2016 Site Address: 3345 Central Park Village Drive Tenant: Suite#: Building L Name: Phone: Address City zip: 1100 Mendota Hts. Rd Applicant is: Owner 1 Contractor Description of work: Construction Cost: $1081.00 Estimated Completion Date: Name: Wellington Security Systems License#: TS00657 Address: 5555 West 7th St. Suite H City: Edina State: MN Zip: 55439 Phone: 612.822.4094 Contact: Lucia Palmer Email: Ipalmer@wellingtonsecurity.com New Addition Alterations Remodel Other: DESCRIPTION OF WORK: / Commercial Residential Educational FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over 51 million, please call for Surcharge Contract Value $1081.00 x .01 $ 60.00 Permit Fee = $ Surcharge* _ $ 60.00 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. )(Lucia Palmer Applicant's Printed Name D`:g:tsty signed by Lucia Palmer DN: cn=Lucia Palmer, �4Vei5ngton Sew*Lucia Palmer!--- coral, Inalmes$wetliaglcnsoc vaycom, c=1.15 X 0ac: 201b.082b 03:34:52.ObW Applicants Signature 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 I' Permit #: Permit Fee: Date R . Staff: 2016 FIRE SUPPRESSION SYSTEMS PER [��, Date: l"i �' �a Site Address: 3� y‘ Tenant: 'Di Property Owner Name: Phone: Address i" City / Zip: Applicant is: Owner Contrac r TYP e of Work Description of work: O u ,a rt,,, Construction Cost' 0 Estimated Completion Date: �� - 3O rc Name: i✓ c_cDt. %r(- "PrO\.l°C.it'O s 'cense #: C i Cant raCtCir Address: �xCrt.) a (1t !' City: `; GC,...x- .:. State: Zip: -5) 7 ,hone La 5I — 7 j 6741 i Contac1(‘" fi Em i l�S i. CSCc`- FIRE PERMIT TYPE WORK TYPE X Sprinkler System (# of heads ) X0 New —Fire Pump —Stand ' e Alterations Other: Other: DESCRIPTION OF WORK: .°Commercial Res Jential Education Surcharge = Contract Value x $0;0005 If the project valuation is over $1 million, please call far Surcharge $100.00 Residential Ne 374" Fire Meter - $280.00 = $ -6(D5.> 0 TOTALF **Requirements: 2 complete sets of drawings and specifications, cut st eets onmateriais and components to be. us I hereby apply for a Fire Suppression System permit and acknowledge that the inform 'ion is complete and accurate; that the work will b conformance with the ordinances and codes of the City of Eagan and with the Minne% , a Building/Fire Codes; that I understand this is not a only an application for a permit, and work is not to start without a permit; that the wort . °ill be in accordance with the approved plan in the case'' which requires a review and approval of plans. 0jk.r`r\ VCU^ Applicant's Printed Name FOROFFICEUSE REQUIRED INS ECTIONS T( Hydrostatic Trip Conditions of Issuance: Pump Test Central Station Permit Reviewed by:., Q....„0-- ( I Use BLUE or BLACK Ink '�` , For Office Use/ Permit#: ! �� 441,011` City of Ea�an -�_-a-7�3a Permit Fee: .(9 ,/,, co 3830 Pilot Knob Road Eagan MN 55122 c2bi Phone: (651)675-5675 NOV 0 7 2016Date Received: �i vi-i(e) Fax:(651)675-5694 Staff: g , �,f 2016 MECHANICAL PERMIT APPLICATION IJ Please submit two(2)sets of plans with all commercial applications. , / / Date: if—24(a(O q Site Address: 337 ` -mac.( P4N`lc v` `1.,e. Tenant: 6V i Otb Suite#: Resident/Owner,.,,.. Name: Phone: Address/Cityty/Zip: Name: //2 )Cg-4_, .F A� License#: Contractor Address: Z,moi' K �/s�H(t Y✓e_ City:- � State: A Zip: 7 ib Phone: ( . �7 TSV • Contact: - Tn'tTRfirr1 Email: .3.'T-uAP,N fc tF .ed►A'( New Replacement Additional Alteration Demolition Type of Work',:.:3';' tion of work: f;414...4 'gut/c). twit._ fic1 /La41,--) NOTE:Roof'Mounted ground mounted' • aicalrequipmett required to be_screened by City Code. Please contact the Mechanical Inspector for informationon permittedscreeningethods RESIDENTIAL COMMERCIAL Furnace • New Construction Interior Improvement Permit'Type —Air Conditioner -P Install Piping Processed Air Exchangers Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install/_Remove) Other • RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ 27/000 x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal,includes State Surcharge =$ 2 Z0 Permit Fee Surcharge=Contract Value x$0.0005 =$ C L Surcharge s0 If the project valuation is over$1 million, please call for Surcharge =$ Z31-.._ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. / X t Wk. ! V , �r /'� "�� Applicant's Printed Nate ' •p(ca " FOR-OFFICE USE 4 ,' \,,,,f„ ,, Required Inspections Reviewed By " Date: 1fr, Underground. Rough In ' .m;Air:Test Cha Service Test In floor Heat Y Fin la,: rv..,ix I C;Screening Use BLUE or BLACK Inkl(Ed For Office Use ,Y I Permit#: 1 l: ! /W City of EaQall Permit Fee: 5: �� CI J 3830 Pilot Knob Road Eagan MN 55122 0[3 Date Received: f/ 0 'i!Z 1(-0 Phone: (651) 675-5675 Fax: (651) 675-5694061 Staff: 2016 COMMERCIAL BUILDING PERMIT APPQICATION Date: /0-/Z-/4 Site Address: !?�s-ce, ,..1 L e-ei- n`xf Ade `I*0w.•-'3"A-C e`��q-"% Tenant Name: R- (Tenant is: New/ Existing) Suite#: �- /flO Former Tenant: part_ LI 4c3 Name: CS'MM CaeAto � v`c, Phone: G/Z-3?5= 7o Property Owner Address/City/Zip: -S0 `75,-- 4 V3cxs o Applicant is: Owner X Contractor Type of Work Description of work: -7;;;-1^-4-,---T- Type K4-°^ Construction Cost:_ -8/G6o Name: .S'4',R$ ("(.81aw ✓.. License#: — 37 Of3 Address: L 1-3 f 1- z s 35 .vc City: �,©v t5 "leg Contractor State: MZip: 473- 4/4/6 Phone: 116-Z---'909'-70.73 e JJ . L-a.. ,1 i ✓c:C' c' C;k+�s R Z5c: c, Contact: �tz/ L.-. LamI e� Email: .� c �. � S Name: � - / vt� Registration -14) Zo/ #: Architect/Engineer neer Address: a ./ ® Odd` Ci : _5"1/ —'�fe g frame -a6 06 -17/14e.-01- State: !/6tz Zip: .S 2 Z- Phone: .41.6.-7- Contact Person: ma e Email: /2$ kt rl ' ca 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 maybe 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.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 /iv �etio o,r x Applicant's Printed Name Applicant's Signature Page 1 of 3 n ..2 L n ,(1 0I lilyLTELOW /0 jy�.3�THIS LINE l l� ) SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New X 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 Ir. 3t;8 06L Occupancy A'Z MCES System J Plan Review V Code Edition -�.D SAC Units .' pe_ 1r/ice (25%_100% i) Zoning City Water ✓ Census Code Stories Booster Pump -- #of Units Square Feet 694*' PRV — #of Buildings Length Fire Sprinklers Type of Construction 13g Width REQUIRED INSPECTIONS Footings(New Building) )( Final/C.O.Required Footings(Deck) Final/No C.O.Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings _Air/Gas Tests _Final Drain Tile Siding:_Stucco Lath _Stone Lath _Brick_EFIS Roof: Decking _Insulation _Ice&Water _Final Retaining Wall X Framing 30 Minutes X 1 Hour Erosion Control Fireplace:_Rough In _Air Test _Final Concrete Entrance Apron Insulation Meter Size: )( Sheetrock Electronic Plans Required Windows Final C/O Inspection: S hedule Fire Marshal to be present: X Yes No ---- Reviewed ,,✓ Building Inspector: Ins ector Reviewed By: , Planning COMMERCIAL FEES Water Quality Base Fee jr 24 `l� 6 .�� Storm Sewer Trunk -- Surcharge 181/ °� Sewer Trunk Plan Review - 07n2.r Water Trunk MCES SAC -0 // 910,-ft Street Lateral — 17 01- City SAC �;60. Street S&W Permit& Surcharge Water Lateral — Treatment Plant * S /7S .0' Other: Treatment Plant(Irrigation) Park Dedication y Trail Dedication TOTAL: ZS 72S B Page 2 of 3 MMES USErLetter Reference: 16120765 Address ID:704366 Payment ID: 397836 /L_,/'0 T / Date of Determination: 12/07/16 Determination Expiration: 12/07/18 Greetings! Please see the determination below. Project Name: R Taco Project Address: 3345 Central Park Village Drive Suite#/Campus: Building L City Name: Eagan Applicant: Pam Riuggenberg, Big Frank Taco Special Notes: None Charge Calculation: Indoor Seating Non-Fixed: 631 sq.ft. @ 15 sq.ft./seat @ 10 seats/SAC=4.21 Outdoor Seating Non-Fixed: 1347 sq.ft. @ 15 sq.ft./seat @ 10 seats/SAC x 25%=2.25 Office: 47 sq.ft. @ 2400 sq.ft./SAC=0.02 Total Charge: 6.48 Credit Calculation: Central Park Commons (SAC 07/16) Retail: 2157 sq.ft. @ 3000 sq.ft./SAC=0.72 Total Credit: 0.72 Net SAC: 5.76 —or— 6 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: toni.janzig@metc.state.mn.us. Thank you, Toni Janzig SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North St. Paul,MN 55101-1805 `1-- Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I metrocouncil.org METROPOLITAN COUNCIL An Equal Opportunity Employer Ills. n o O .'+ c 4 1"d ..... O �Q roQ< E,�W, w, u m z ; Q Z � $� Z� Vin: =" Ao � g E3 Z • u e _ 0 y 4frth z .Or d v, a CO) © = 9v0 ,z w(2 F.... oz xo .e t - 8 ra el gg EI f. n,= E burt: 0-m ., ,-2 - , g m N if n E S` 'Et a— -- ------ --_--_ -------1---------------- -_------® z w / L 1 w o - i . ig If __ ' a � F I o . \ kv 2oIY' w^YY gI 5 Ig 1 \•A' E8 � a t$ o t s '`� <© © © EI © ® 0 E]t '� 4 0., to ;§ 1 g2` Oag - -'-'`' , ? 'k -/1 tl ..- nm a a a a t®I' a I �yI l 111 v O I y I ZqZq 4 I, S I 4? ?) o -) (o C 1 , 111111111M1111===.11 ,0 ' r o ET_ dg ) i,.. 41ci b / 1111 511511 \ i =2 i 8 m ,q 'z,i $ s x `r �a /' 4 '9rt Q O ' FIVAIJI., 0I 08k o !...,,§ r xx § :::„ 1 . ..„,„, , ,,,„ ; . pm Non „ .,,„ , oi4 iiim _ _ _ 1 1 , vi,,,,,,mg. .. .".._. „ 4, sN cf— Use BLUE or BLACK Ink (/g'n �`� � �(1, For Office Use D. �Permit#: �City of Eapli Permit Fee: Q 0, 3830 Pilot Knob Road `/ Eagan MN 55122 Date Received: '- a Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. Date: 11/I i/.4 Site Address: L R J 3L-1 Ctk r�\ fS` Tenant: MC-0 to# t.a`� i Property Owner Name: -`J?� C p Phone: Name: C\ic,e^Ttt ej,,i t tEc . r^i _rdISLicense#: 53cfi 1 .'- Contractor Address: int 7 5 Sett VA. City: State: :^'�wiZip: ,S-51,1?).. Phone: % `7 (' Email: f"cCX'1P fes.- ^- New Replacement —Repair —Rebuild —Modify Space Work in R.O.W. Type of Work ; —Description of work: COMMERCIAL ✓`ew Construction Modify Space Irrigation System( yes/_Lent)( RPZ/_PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ 37,cosi x.01 $60.00 Permit Fee Minimum 37C$60.00 PVB/RPZ Permit(includes State Surcharge) =$ Permit Fee =$ P14,' Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ � TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ 3 C1 ,S° TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. 1 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 -- eco S C-L i Applicant's Printed Name Applicant's Signature FOR OFFICE USE • Approved By: '6L.,13 Date: ({ i Required inspections: Under Ground ;' ugh-In 1iirTest Gas Test ._Final PRV'Required _Yes_NO .' Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 Gli d a1 eLA Use BLUE or BLACK Ink Oit�. 1 : - For Office Use Permit#:City of Eapall t✓ /'� RECEIVEDPermit Fee: (Q 0 C.! 3830 Pilot Knob Road Eagan MN 55122 Date Received: 1 - 0 -/,.6 Phone:(651)675-5675 DEC 18 2016 Fax:(651)675-5694 Staff: J 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 12/22/2016 Site Address: 3345 central park village dr Tenant: Rusty Taco Suite#: �w.wrw.o-.wn'.ww'mm�muavavwmw.ww�w—ru. ... ..........quem,rw.w:ww,»,»x,:w,wwwv..m,vr�.w mrvimu.: 9 I . Name: Phone: 3 Property Owner Address I City/Zip: ' ( ) I Applicant is: Owner Contractor 3 Type of Work Description of work: Tenant Buildout from Shell OH II 2450.00 1/20/17 : Construction Cost: Estimated Completion Date: Name: Escape Fire Protection License#: C-086 F1 Contractor Address: 3000 Centerville rd City: Little Canada State: M N Zip: 55117 Phone: 651-771-8874 I ) iJustin Mergen justin@ecapefire.com Contact: Email: : FIRE PERMIT TYPE WORK TYPE 1 Sprinkler System(#of heads-\) _New _Addition Fire Pump _Standpipe , 1 Alterations _Remodel tOther: Other: _..,__... 1v _..... .. ....�......a ____J.xaer..z.�w..+.-...•s. c mwvmrvx»cnax .::.__ ::.:.............wmw.eww ....... .... e,. DESCRIPTION OF WORK: Commercial —Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$2450.00 x.01 Surcharge=Contract Value x$0.0005 =$ 24.50 Permit Fee I If the project valuation is over$1 million, please call for Surcharge 1.23 =$ Surcharge $100.00 Residential New(includes State Surcharge) =$ 60.00 TOTAL FEE 3/4" Fire Meter-$280.00 =$ n/a Fire Meter I , =$60.00 TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xJustin Mergen x ;1---"J . ,:>'::--' Applicant's Printed Name Ap man s Signa e r /q l FOR OFFICE USE REQUIRED INSPECTIONS 3 Hydrostatic Flow Alarm Drain Test /< Rough In Trip Pump Test Central Station X Final Conditions of Issuance: Permit Reviewed by:,---\---- --•-"I'* Date: /02.' 1 (/7/ l 0( 6UaV ��G'C r Use BLUE or BLACK Ink iii igyfioFor Office Use Permit#: Ill° l City of Eapli RECEIVED 21 00,O 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 JAN 13 2017 Date Received: 7-'3-7 Phone:(651)675-5675 Fax:(657)675-5694\ --- L Staff: MECHANICAL PERMIT APPLICATION Cf`' ( ❑ Please submit two(2)sets of plans with all commercial applications. (� ��" Date: /62/0/7//6 Site Address: 33 4/5 et (\ "( J P t k u1.1 \a y D C' �� ..--r- Tenant: / Tenant: 12..k...<St'. / (( U Suite#: /6 U Name: Phone: I I ReSICdent/Owner Address/City/Zip: 1 Name: /-7S I(�c( 1 a t k License#: ;, I Address: t--1a 1$ t,k, ,3Sa-1 City: /17////)..07 ,1 ��! I Contractor State: �� Zip: 6$4'/Ci Phone: y4'd 9,2 9 88/O `oi Contact: dgl20ry ,jr.11�1 Email: C(, v t i OI(7 (l, l Cr mc___,,c,,. t,0h 3 I V'New Replacement Additional Alteration Demolition Type of Work Description of work: I:4314// , ft, , and d qd r /a 4 • ‘,1,%r// hI,e Sy ' %Y'. 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. y�' RESIDENTIAL COMMERCIAL Furnace New Construction - niirior Improvement i • _Air Condition- Install Piping Processed Permit Type - - Air E - -nger ✓Gas ✓lxterior HVAC Unit eat Pump I _Under/Above ground Tank ( Install/__Remove) 1 „...;, Al Other 1 RESIDENTIAL FEES 1 $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge - TOTAL FEE COMMERCIAL FEES Contract Value$ -?9,000 x.01 $60.00 Permit Fee Minimum 00 $75.00 Underground tank installation/removal,includes State Surcharge =$ 3 90 Permit Fee =$ �9 .S0 Surcharge Surcharge=Contract Value x$0.00055-D If the project valuation is over$1 million,please call for Surcharge =$ '-►n 9 . 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 •-rmit;that t - ,•rk will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x i,�/20 w 5"/ ( )-j x Applicant's Printed Name Applica ignature FOR OFFICE USE ..,,",? • 1' - , Required inspections . Reviewed By:% tl S0/ ` Pate:1 'Underground -Rough,in Air Test,, as Service Test In-floor Heat !A n21 '.,• f VAC ping 10 di teo-) Use BLUE or BLACK Ink C-, i 1 For Office Use • ::::ee Utty of EQ all . 3830 Pilot Knob Road Eagan MN 55122 �AM 2 z�1� Date Received: /"'?�'�// Phone:(651)675-5675 Fax:(651)675-5694 Staff: 7 J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: (—Z C (--- ite Address: fa "lo c a Tenant: 3 L-(S C�vl�`I -1i✓t44 Po,,2.(< i l 1 ,,,Q- LK- . Suite#: /0 Name: Phone: e �'` Address/City/Zip: t ,- ' :... Applicant is: Owner Contractor -4D/G J 1:.P= / /SSL-ct fS9�i- y Description of work: /� p f Construction Cost: Estimated Completion Date: \ 4 Name: SUWI,,,i ICU g,-' License#: T'7 ••. ...... ii City: ,c31,44-)/ 'CO frac r, Address: �/WW' State:I /1/4-1 Zip: S S/e Phone: 6/2-- ,:).3 9. --7ql7 3 v= ;.1 .. , Contact: / ULdr -€€maiL /L 4') , J//4r4410 r641. FIRE PERMIT TYPE WORK TYPE Sprinkler System(#of heads_) ` fliew _Addition _Fire Pump _Standpipe _Alterations _Remodel Other: 14 1,0 S LAJ1 _Other: DESCRIPTION OF WORK: k Commercial _Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$ b00 x.01 Surcharge=Contract Value x$0.0005 =$ - Permit Fee If the project valuation is over$1 million, please call for Surcharge =$ // n 3 Surcharge $100.00 Residential New(includes State Surcharge) =$ U©, TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter =$ TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is 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 u't- > V c9. r-v -- __ Applicant's Printed Name Applicant's Signature )4/pri FOR OFFICE USES REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test ., ., Trip Pump Test Central Station ' Conditions of Issuance: Permit Reviewed b J : tkarA tZto efil L Rl ED 1DU11 I :� Commercial-and Industrial Metal Fabricators A 4i Grease Duct Testing 0 Test Record Job number: 9a.0y, ,t_ Job name: t ;.., ,k 1%vt.eftivt,t Test number: l'1 Date: A•L. -2_01,-� Tested by: 3 at,,, tc , Desciption: U4 3.e. 2)%41,04.. -Lirtre.6 Grace Set .ti. ts,. tom. ," ,,..1t3Ae, 5 Time SP- Inches WG Notes tt 3s` .a.to , _Tevr :ISO Ale °?0.41Vsktek i: r `3tow1 a .Setvi, i A:so 1.1S Vittet%ail levs a: ss Las 4r t' ss,,a erg 111101111111111110.1111. Remarks: /raja ,► 6-C / c' c1/ - — •z— Y:_ HVAC SYSTEMS ENSiSEERINJ & fNSTALL HVAC biAINTEIJANCE PR06ftAP.75 &SERVICES EHERPAEZ QRSAT TEST It 4918 West 35th Street • St.Louis Park • MN 55416-2612 PERMIT # 41(0101 JOB # 2 f lla ADDRESS 75 zk` gaJ`P PcM. Qr OCCUPANT YZ L1 3 41 CITY OR SUBURB A:6_13 TYPE OF HEAT. , r A - GAS DESIGN MAKE 01'y 4.4-4 MODEL 5grO y fity� i3 L 13Q A; 4 SERIAL # 42 Pe V51,-91NPUT 1IrQ6o_ot CONTROLS THERMOSTAT (419Areatal, HEAT ANTICIPATOR SETTING VALVE MAKE & MODEL Ly. . g• , 14.5 4w,d LIMIT MODEL $ kL g a, tC, LIMIT SETTING 4 12..5t- dd FAN CUT 7f' b`'� §k FAN CUT OUT t� d '�� PILOT MAKE PILOT TYPE ca}�, �leo,Y' PILOT MODEL PILOT TIMING 7 5 RS N LOW WATER CUT OFF MANIFOLD PRESSURE 'C METER TIMING 1 FT. 1/2 FT. INPUT 49.63 e -- 0.00n P. m _5)Y W >n c 6 r 0 L o _ n O C1 N i, 4.' NN M c. 0 w 0 Z 0 10 >' 0 4-, r 0 O n c 0 4-1 m 0 .. TS c - x N 0 O N U) 0 uiI •• 4-2 0 0 e wu a Ix ;— 0 ; 0E- = 0 ; V LN > i o JO O� U 00 UD FILTER SIZE & QUANTIT BELT SIZE & QUANTITY Combust i on test VIP. = °F NET STACK U ▪ w N i is 0 • 1. 0 s 0 TT 02 FROM CHART O ▪ 4,a tin Q a ••- TING SIZE E >+ Ci u- UcV S4 ° 4- o o = CHIMNEY SIZE HO.U0OLuu1C3(3`; E Ls. 0. 0. D..- 0.11 0.0 tO c4 i 000 ni c0 J cQ W 1 M )R OUTSIDE a V 11-S DKAY Y 61Z TESTED BY retkr-i Gb-ttAlce-L DATE .7r r_j! I Airte h Thermex LLCQfitic8,: 95I 2. 6.8810 '_F ; 952. 9,2902 wviwairtechthermex.corn HVAC SYSTEF1b ENGINEERING & Jr. srALLAT!Or . � ��+.►r. � rpt JJVAC WIAINTENANCE ROOMS & SERVICES 4918 West 35th Street • St.Louis Park • MN 55416-2612 PERMIT # ] JOB # zd d ADDRESS C k2 s �J ) f` v iviis PeP D R EAT TEST OCCUPANT /' Oi ) l‘e0 TYPE OF HEAT o /" GAS DESIGN CITY OR SUBURB .atk7 MAKE rtti` f.A.4 MODEL 1-813 TParFn 1 ! 1 zA.fl A P SERIAL # Z 1 i e g V gra%INPUT 1g4? Off- CONTROLS t , THERMOSTAT ( eslisLy 1) HEAT AENTICIPATOR SETTING i@►e► % VALVE MAKE & MODEL �r + 3 6 L F J " V.V. LIMIT MODEL L7 4 c f Q LIMIT SETTING 2.1...t -S" FAN CUT FAN CUT OUT7 Or PILOT MAKE i PILOT TYPE S gn QiC4 9" PILOT MODEL PILOT TIMING Z 3 e -e' LOW WATER CUT OFF MANIFOLD PRESSURE t...Nw-C" METER TIMING 1 FT. 112 FT. -tpxq CO 0 Ogg so a N a m �. LOT m o f+ m 0 r r 0 t N +' U- 0 IC y O 0 1R +-' CO Ar <V 7 SC s.- ho 0 -0 L 00 +' 4, 01 70 - N v m 0"4 ill US z 0 > ¢Q unrq.- +' 1- - >- ODUOrj�OO 0 r. 0. ry U U ¢ 4 4 00- c - �- a �NZa 0 0 �° as -4e g no'' w r +' 3 Li., s 0 I.0 03 �- N J a cc. o JmIi0-0 .,10 - U U-0 rj II? INSTRUCTION BOOKLET WITH OWNER FILTER SIZE & QUANTITY BELT SIZE & QUANTITY TESTED BY °F NET STACK FROM CHART IZE IIMNEY SIZE - JTSIDE A.ysbe_ eck-likTCL 661±Survol DATE Airtecit Tenex LLC Office:952.929.B81O Fax: 952.929,.8902 www;airtechthermex,corn Use BLUE or BLACK Ink . t For Office Use * 411° ff /C Cityof Eaaali �r,/ t 4 == co Permit Fee: r1 S U 5 l . ` 3830 Pilot Knob Road ri v,:�..>i,= .;$; p Eagan MN 55122 a- ~ ��1 Phone: (651)675-5675 FEB 0 6 2017 Date Received: /7 111 Fax: (651)675-5694 Staff: 07 J l 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: �/ 3 /1;7 Site Address: 3 45--- cerci-r-41 ?...4-1._0-,-114a- t H-44.— I3O Tenant Name: Pwn eN- P.1 2--Z-41k_ (Tenant is: X New/ Existing) Suite#: 1 30 Former Tenant: N d-L.--) c r 4r- %m n. Name: skrc-LL1t'r`�Z eL Phone: 6 l a"' 1 -s oL-1- Property Owner Address/city/zip: 7 c 4 l_l.v.j A)s.-S, 4 kiM k S i l 6 Applicant is: Owner / . Contractor Description of work: +✓��e-t-i o r- �Tf%-5 L Type of Workit Construction Cost: 3Z S e a°, Per e,......,./ Name: 1'`5 _s ez.�z-er. Se.r-U>.-a5 License#: Contractor Address: 6 (hi I 4S*"- Lr, )3 UJ City: s Ai State: ii A.) Zip: �S3 0 3 Phone: ?63-7 7') —7 a-7 I Contact: Mme..+4 o(Sot'l Email: .00 ,r.st i j be e.4 t-JPc-LS.CA'M Name: k A rc_L. QTS Registration#: I 1'F'4O66 Architect/Engineer Address: 1 c1�0 /40)---5L0-1( S# )3 City: �"l:rr�. po(iS 9 State: M'v Zip: T5 4 I Phone: 6 I a 4 77-.1 Contact Person: )1/4la..44i L.rrt.S Email:gvor :na.o.wye$ ® is . .r.1..eDt� Licensed plumber installing new sewer/water service:EI II N.....,„4.41„- Phone#: 6 la-7 70 -4`1 oa_ NOTE:Plans and supporting documents that you submit are co -idered 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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 nd approval of plans. x !"L 0`Sor-‘ x S- Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial/Industrial Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement _ Siding — Demolish Building* Addition _ Exterior Improvement _ Reroof _ Demolish Interior —— Alteration _ Repair _ Windows _ Demolish Foundation — Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION r Valuation 3251 006 Occupancy 4 2- MCES System Plan Review '7C Code Edition SAC Units C per- Ir e (25% 100%' ) Zoning fQ City Water ✓ Census Code Stories Booster Pump #of Units Square Feet 1,Soo PRV #of Buildings I Length Fire Sprinklers UGs Type of Construction I.L.C Width J REQUIRED INSi-ECTICONS Footings(New Building) >( Final/C.O.Required Footings(Deck) Final/No C.O.Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings Air/Gas Tests _Final Drain Tile Siding:._Stucco Lath ,...Stone Lath Brick__ EFIS Roof:_Decking _Insulation _Ice&Water Final Retaining Wall Framing 30 Minutes "X 1 Hour Erosion Control Fireplace:_Rough In _Air Test _Final Concrete Entrance Apron Insulation Meter Size: >< Sheetrock 7( Electronic Plans Required Windb S / Final CIO Inspection: S,,4t •e Fra arshal to be present: Yes No Reviewed By: / `� , Planning New Business to Eagan: ,e-5 Reviewed By: .____--- , Building Inspector FEES Water Quality Base Fee # Z 0O6 . Storm Sewer Trunk -^ Surcharge X162. Sewer Trunk Plan Review 1,56 y.i Water Trunk -- MCES SAC I4 914.'� Street Lateral City SAC CO Q' Street — S&W Permit&Surcharge Water Lateral Treatment Plant 5350 8° Other: Treatment Plant(Irrigation) — Park Dedication Trail Dedication TOTAL: S,05y. fl= Page 2 of 3 MCES U%E`Letter Reference: 170124A9 Address ID:704366 Payment ID:398969 Date of Determination: 01/24/17 Determination Expiration:01/24/19 CITY COPY GrPPtings! Please see the determination below. Project Name: Punch Neopolitan Pizza Project Address: 3345 Central Park Village Drive Suite#/Campus: 130/Central Park Commons City Name: Eagan Applicant: Natina James, RSP Architects Special Notes: None Charge Calculation: Counter: 9.25 ft. @ 1.5 ft. /seat @ 10 seats/SAC=0.62 Indoor Fixed Seating: 24 seats @ 10 seats/SAC= 2.40 Indoor Non-Fixed: 433 sq. ft. @ 15 sq.ft./seat @ 10 seats/SAC=2.89 Outdoor Fixed Seating: 14 seats @ 10 seats/SAC x 25%=0.35 Outdoor Non-Fixed Seating: 570 sq. ft. @ 15 sq.ft./seat @ 10 seats/SAC x 25%=0.95 Total Charge: 7.21 Credit Calculation: Central Park Commons (SAC 07/16) Retail: 2176 sq.ft. @ 3000 sq. ft./SAC=0.73 Ti Credit: 0.73 Net SAC: 6.48 —or— 6 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at:toni.janzig(+ metc.state.mn.us. Thank you, Toni Janzig SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram far Robert rtstreet Norm j fit. pai,1.0„4 i x `6 L 6 1. 0 .100 j E 6 1.60 .1561 j TT 1.; 1. b €•1 i n etr)cc unc .ofegTO LI" ' . erre ` `tc rtrrrstc 1 a Use BLUE or BLACK Ink 4111 For Office Use Cityf Eapli ,' ( Permit#: / � O q r,11)'.•C O! 01,0k..1- Permit Fee: ��3830 Prlot Knob Roads 2017 l \ �4cf (4 � Q� O Eagan MN 55122 1\� C Date Received: 3-t,-1 7 - Phone: (651)675-5675 d Fax: (651)675-5694 Staff: 6 L. 2017 COMMERCIAL PLUMBING PERMIT APPLICATION R•.' Please submit two(2)sets of plans with all commercial applications. f Date: 3-2—i I Site Address: 339r eey (Au 1�l U(Qq� /,'o Tenant: pi(.41,,t) Ne op / /u l ?ZZ1 Suite#: Property Owner Name: /Pi- Phone: pit/0d) ,„, „i , Name: p9�eyJ(e?ki11l et%A.n l (1f.(, 1�t7, License#:f)e...eyy/w contractor` :: Address:TO Bbl, 10 City: Lprt /f/� ZipJ c3 T— ("'� 61...273 (� / State Phone: �� )r'+ EmaiL , Litt 0s h / /7' a_.> i,e.00-1 TypeOf Work' Y New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work:)J(AJ /1lb) 'f02... Ili ia i 4t v, COMMERCIALNew Construction Modify Space Irrigation System( yes / ` ono)( RPZ/_PVB) • Rain sensors required orf irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes No COMMERCIAL COMMERCIAL FEES Contract Value$9251��rGl/© ' x.01 $60.00 Permit Fee Minimum =$ ,_ 0 -- Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge) ; • =$ '/7 ® Surcharge Surcharge=Contract Value x$0.0005 SIJ If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ 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 • •is not t• . . •hout a permit; that the work will be in accor a l ce with the p ved plan in the c se of work which requires a review and ap•=•val • pla x � r �� x Applicants Printed Name pplica is Signature FOR OFFICE USE . Approved By Date ' .. .1.1if 7 Required Inspections: 1Under Ground .. rough in r Test Gas Test Anal PRV Required:-Yes ,No Meter Related Items: Meter Size Radio Read Manometer Staff::: e Page 1 of 3 )1 0 C(IC C 1(--- Use BLUE or BLACK Inkc-----c 04(1SGFor Office Use 4106' ' Permit#: -1 Z City ‘t,20,- - 3830of a Permit Fee:Pilot Knob Road u/- / 5--/ 7 Eagan MN 55122 RECEIVED Date Received: Phone:(651)675-5675 Fax:(651)675-5694 APR 0 5 2017 Staff: 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Lk' k ] A(1 Date: 1.-___S J Site Address:3. 'I c�CcN fs•�l PGG r C( n'.,n�4 IQ S '� J e., l y� r l i r Tenant: I� I C., C 4 Suite#: / Q _ _ X7. 1 Name:/..a;4 o,N k , C 0 Phone: 1 ` 2 7 c "tis 3d 1 Property Owner Q / l S Address/City/Zip:S Q L Or/:•.),..) 7 8"I PA 1A1 �I { JL/1°)/,) p 1/4 Applicant is: Owner Contractor \I Type of Work Description of work: Act 2 vet -C S -)-d e)r'1 S I)N S f,T e A I r Construction Cost: 4 Estimated Completion Date: L�"J 0 - /7 i Name: c(tv\cA,J"/ /e c 7 r.--.C... License#: 4:4 X] 3 c25 t Address: 'RS-6 A1.4 o f R r Lti r.1 C k, v"C City: (V\I n/n1 t 4 r i S ht, Contractor / State: /\/\../J Zip:�: -.13-15-9- Phone: 7.---Cr) - 0 7.Z-_C_S 9 Contact: Email: . .7 Vj 3 4 6%) 4 C b•f''1- New I Remodel Work Type VAddition $-Other. Add 0.`.u CA- 1+- i- I A 1,)-(1--, 1 r�I Alterations -1-'A - /S /,,� �- DESCRIPTION OF WORK: Commercial _Residential _Educational FEES Contract Value$ c"--6< x Al $60.00 Permit Fee Minimum _$ 6 d b Permit Fee Surcharge=Contract Value x$0.0005 =$ : D- Surcharge" If the project valuation is over$1 million,please call for Surcharge L =$ 6-6 - 1 TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire 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. x11\71A Le � . TL ( x . '---- .---/ Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By:4_JAs%- " Date: I/-6-,71 Use BLUE or BLACK Ink For Office Use / () EaiallPermit#: )1/�d 7// *City ( Permit Fee: "/QS- -0 0 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 " Staff: J 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all co 1percial applications. Date: 5-15-17 Site Address: Central Park( tta o Dr Tenant: Building L 'J9JA,� Suite#: g Property Owner Name: Phone: Name: Voss Utility&Plumbing License#: PC000306 Contractor Address: PO Box 240 City: Hanover State: MN Zip: 55341 Phone: 763-497-4577 Email: vossup@comcast.net New Replacement —Repair Rebuild Modify Space Work in R.O.W. Type of Work — — Description of work: COMMERCIAL X New Construction Modify Space /i ✓ Irrigation System( yes/_no)( RPZ/_PVB) ` y • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) ® D ✓ Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type 1" Fire: 1 Avg.GPM High demand devices?_Yes No Flushometers_Yes No COMMERCIAL FEES Contract Value$ x.01 I $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 j If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $65.00 Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant I $ Water Supply&Storage $ State Surcharge _$ 495.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. 1 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. ,,J� x Steven Voss x 1 JY1 k .:LI • Applicants Printed Name Applicants Signature FOR OFFICE USE '27, p Ap �ed Bi ' - �� :x m '',',,,,tit..!P';''''',,,''''''14;, :,;.„ ',::;, '',' Required Inspections: Under Ground Rough-In Air Test 94;,t-Teti: ' Final P C'V)r uin: vo No Meter Related Items: MeterSize Rad` Reed 4/limoniiter Page 1 of 3 /(.( 7/1Peggy Fleck From: Abby Decker Sent: Friday, May 12, 2017 1:40 PM To: Peggy Fleck; 'vossup@comcast.net; Brent Massmann Subject: FW: BFP Attachments: CPClrrigation Rev3.pdf; CPClrrigation Rev3.pdf Peggy, CO RA� Brent has approved the following Six 1" irrigation meters / tr /1 ,fin For: 3325 n;d 334 -14/P71( gid f` &O '" (u, 3340"/4/47/3 gt ri '2-70 3360-1417/1 @,( . 3365-A-P-7iU1e4"/'O 6 c 76 380 Central Park Village Drive-14477/S P2-- Size of meters:-. '"�� / _ / Sieve •Voss 763 497 4577 /i- fj (A)J ( C 7J {�6 Meters will be housed: inside coo W i t i^ q, ,/6 Please touch base with Steve Voss to confirm the permit and funds are in order. We have 1" meters in stock and e can come up and pick them up any time during office hours. M-F 0700-1530 Thanks Peggy! Abby From: Brent Massmann Sent: Friday, May 12, 2017 1:25 PM To:Abby Decker<adecker@cityofeagan.com> Subject: FW: BFP I spoke with the irrigation designer to confirm the flow rate requirements for the system. They will ne be getting 11/2" meters they will be issued 1" iPearl meters. They are in stock and can be picked up whenever they want. We will need to make sure we have them tagged for which building they belong to. Thanks, Brent Massmann City of Eagan-Utility Operations Supervisor 3419 Coachman Rd - Eagan, MN 55122 Office: 651-675-5217 Cell: 651-485-8915 • bmassmann@cityofeagan.com From: Aaron Waller [mailto:awaller@ rjryan.com] Sent: Thursday, May 11, 2017 2:31 PM To: Brent Massmann; James Hauth 1 Cj2 GE Use BLUE or BLACK Ink Qi- For Office Use e.� �j Cityof f/1/1 SC �G� Permit#: !O�0/�/Eaial2i 3830 Pilot Knob Road Permit Fee: 3 d, �/v Eagan MN 55122 RECEIVED S_/( Phone:(651)675-5675 Date Received..--- -) Fax:(651)675-5694 MAY 1 1 2017 Staff: J 2017 MECHANICAL P RMIT APPLICATION ❑ Please submit two(2)sets of plans witilfiI applications. Date: 5/11/2017 Site Address: 3345 PARK VILLAGE DRIVE - SUITE# 130 Tenant. PUNCH PIZZA 130 Suite#: Name: PUNCH PIZZA - ezr f� � (612)414 9204 Phone: gi4Address/City/Zip: 704 CLEVELAND AVE ST PAUL MN 55116 Name: AIR CONDITIONING ASSOC. .v License#: Address: 55 WEST IVY AVE City: ST. PAUL MN 55117 (651) 488-0291 ,w� State: Zip: Phone: TIM PACKER INFO@ACAMN.COM .';'-'/It' Contact: Email: New Replacement X Additional Alteration Demolition f T �of W rl Description of work: (1) ROOFTOP,TR EXH, DUCTWORK,PIZZA EXH,GRDS,GAS PI?E New ;air . S� sk £. z y«« {• - `,. RESIDENTIAL COMMERCIAL —Furnace _New Construction X Interior Improvement Air Conditioner ,,, ► Install Piping _Processed Air Exchanger X Gas X Exterior HVAC Unit —Heat Pump Under/Aboveground Tank # , (,Install/_Remove) .,r,.. —Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ $ 37,000.00 x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ $ 370.00 Permit Fee $18.50 Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million, please call for Surcharge =$ $ 388.50 TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in confo nce 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.s 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. /., 7 Applicant's Printed Name App' ant's Signature 01=1 lI#3tiK ' k � { ` k Use BLUE or BLACK Ink V For Office Use 4 E(Jj' Cityof Eaaall if f d:::: : I—TIee: 62-51) 3830 Pilot Knob RoadC Cr Eagan MN 55122 o. `lt.0 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 5/5/2017 Site Address: 3345 CENTRAL PARK VILLAGE DR SUITE 130 Tenant: PUNCH PIZZA Suite#: II(.� 111 Name: Phone: Proper -Owner Address/Cit /Zi i�� Y p: 77 r Applicant is: Owner ✓ Contractor ADD/RELOCATE FOR NEW BUILD OUT Type`of Work, , _ Description of work. �, Construction Cost: Estimated Completion Date: 6/12/2017 Name: SUMMIT CO License C-075 575 MINNEHAHA AVE W ST. PAUL Contractor Address: City: r ,, �4 MN 55103 651-288-0783 — State: Zip: Phone: , I JAKE VODENKA-REED JVODENKAREED@SUMMITCOUS.COM , w '' '4' Contact: Email: FIRE PERMIT TYPE WORK TYPE Sprinkler System(#of heads_) . / i l/14 . ,d _New _Addition Fire Pump Standpipe 1 Alterations i Remodel Other: Other: - DESCRIPTION OF WORK: X Commercial Residential Educational FEES $60.00 Permit Fee Minimum Contract Value$ 5/Cre) x.01 Surcharge=Contract Value x$0.0005 =$ 50 Permit Fee If the project valuation is over$1 million, please call for Surcharge =$ 2-50 Surcharge $100.00 Residential New(includes State Surcharge) (."' ;3 =$ P - TOTAL FEE 3/4"Fire Meter-$290.00 =$ ✓/A Fire Meter _$ 4/41 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. _,/ xJAKE VODENKA-REED x �r- j„ Applicant's Printed Name pp nt's Signa ure . -A / FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test ' . Rough In Trip Pump Test Central Station Conditions of Issuance: Permit Reviewed by f Date: !_�/ J bar / 7� City of Eapi Memo # 14 TO: 4on Hohenstein, Community Development ✓Mike Ridley, Planning barrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering /Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities osh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources "Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: O Yes ❑ No Park Dedication ❑ Yes 0 No Trail Dedication El Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering& Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City � � � limo # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Park Dedication due with building permit. Per development contract, provide 37.5% credit: 2016 park dedication rate is $912 per 1,000 sf building. 6,852 sf/ 1,000 = 6.852 * $912 = $6,249 - $2,343 (37.5% of 6,249) = $3,906 park dedic. due Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: PD ❑ Yes VI No Water Quality Dedication Meter Size: V Yes ❑ No Park Dedication $3,906 ❑ Yes V1 No Trail Dedication ❑ Yes Vi No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance 0 4. June 30, 2016 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters CllyofEaaali Memo # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount 0 Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes W No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering &Finance Hove Digitally signed by Gregg Hove Gregg Hove Date:2016.05.17 08:15:35-05'00 5-17-16 Signature Date G:\Building inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4,1111° City of Eaafl Mello # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: No comments. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication El Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering&Finance Josh Wilske �/ 2016.05.17 09:20:51 -05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaall Nero # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ o REF Reconciliation between Engineering & Finance / 'A•nature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 41,1111' CIty of EaQali Mello # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: No plbg. or mech. plans Indicate below any fees that are to be collected with the building permit. Amount O Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication O Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 411,1111111111° City of Eaau Mello # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes Vi No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication E l Yes 0 No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes El No REF Reconciliation between Engineering & Finance Eric Macbeth R E`°all°�a =g: a�_Ds Date 2016.05.27 11'51:39.0500 5/27/2016 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 411111111 City of Eaali MeMo # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: N re_ 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 ❑ Yes 0 No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering& Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of EaaaIi Memo # 14 TO: 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 Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 5/16/16 Project Name: Building L Sub Type,Work Type: Shell building Address: 3345 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: •3+-` 4\i-ci?. %lam \'`—_ c....--\-1-k. 9 Ay".-.-4- Lc- 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 0 No Trail Dedication ❑ Yes 0 No Tree Dedication ie Yes J No PRV Required Yes No REF Reconciliation between Engineering & Finance (St 13 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Craig Novaczyk From: Craig Novaczyk Sent: Tuesday, May 17, 2016 9:31 AM To: 'awaller@rjryan.com' Cc: Natina James (Natina.James@rsparch.com); Dan Ullom (DUllom@csmcorp.net); Mark Kronbeck(mkronbeck@alliant-inc.com) Subject: Building L @ Central Park Commons - 3345 Central Park Village Drive Aaron, We have started our building permit review for the shell building project mentioned above. Please provide the following required submittal documents/information so that we may complete our review. FYI, plan review memo has been sent to all of the applicable City of Eagan departments.The plan reviewers from these departments may have plan review comments as well. Provide a SAC determination from the Met Council. /Provide an Emergency Response Site Plan for this building. Reference the City's website for an example of an ERSP. Ox R°JC rk. Provide your contractor information for the permit application. Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall I 3830 Pilot Knob Road I Eagan,MN 55122 1(651)675-5683 I(651)675-5694(Fax)I cnovaczyk(a)citvofeagan.com Cityof E a 1 ;11+11 THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 A Structural Steel Special Inspection Final Report Central Park Commons—Building L NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 November 17,2016 BRAUN INTERTEC Braun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. November 17, 2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Structural Steel Special Inspection Procedural and Final Report Central Park Commons-Building L Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for Building L of the Central Park Commons 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 electronically provided to the construction team for their review and records. Plans and Specifications The plans and project documents available at the site were used for our inspections. Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society(AWS) D1.1-2015,Table 6.1 requirements and the requirements of the project plans and specifications. AA/EOE CSM Corporation Project B1501149.00 November 17,2016 Page 2 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. In addition, each connection was observed for fit-up and to determine if the various plies were in contact with one another. Hex-Head Bolted Connection Observations Hex-head bolting observations were performed to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight.This was done using a wrench and cheater bar. Threaded-Through Bolt Connection Observations Observations were performed after the installation of the threaded through bolts to determine if they were installed as required in the project documents. Items observed included the placement, if the correct bolts were used, if the nuts were fully engaged, if the adjoining plies were in contact with one another and if the nuts were snug tight. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality,size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place, and if the nuts were installed,fully engaged and snug tight.The base plates were observed to determine if they were in full contact with the adjoining surface. BRAUN INTERTEC CSM Corporation Project 81501149.00 November 17,2016 Page 3 General In performing its services,Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty,express or implied,is made. Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information,please call Dan Martin at 952.995.2227 Sincerely, BRAUN INTERTEC CORPORATION Daniel Graham ICC Certified Special Inspector-Structural Steel and Welding Christopher R. Kehl,PE Principal—Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller;RI Ryan Construction,Inc. Craig Kohler;R1 Ryan Construction,Inc. BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: November 17,2016 Attention: Mr. Dan Ullom Project: Central Park Commons—Building L Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 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 and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved decking-related issues. AA/EOE CSM Corporation Project B1501149.00 November 17,2016 Page 2 Conclusion Based upon the inspections conducted,the testing performed and the attached reports,it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the 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 th- laws of the State of Minnesototftrigg4 • CHRISTOPHER R.• KEHL,PE E It It 49189 ,' Christopher R.Kehl, PE Principal—Senior Engineer = , ,.ks License Number:43459 y'• ',`••..,...•• �` November 17,2016 �r►rrprr�et�t\��4� Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 BRAUN INTERTEC A Non-Structural Steel Special Inspection Final Report Central Park Commons Building L Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 November 17,2016 BRAUN INTE RTEC Braun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue 5 Fax: 952.995.2020 INTE RTES Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. November 17, 2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Non-Structural Steel Special Inspection Procedural and Final Report Central Park Commons Building L Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Non-Structural Steel Special Inspection Final Report for Building L of the Central Park Commons project, and the supporting Special Inspection Daily Reports for your review and records. Please note that,since this project encompassed construction of multiple buildings over two distinct phases,the numbering of the attached Special Inspection Daily Reports is not sequential. Rather,the reports are organized by date. Special Inspection and Testing Procedures The special inspection services were provided in accordance with the requirements of Chapter 17 of the International Building Code(IBC),the Special Inspection and Testing Schedule,and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents.The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them,judge or modify the construction documents.Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. AA/EOE CSM Corporation Project 61501149.00 November 17,2016 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing Our firm performed a geotechnical evaluation for the Central Park Commons development.Our findings and recommendations were presented in a Geotechnical Evaluation Report dated June 25,2015,and submitted under Braun Intertec project number B1501149.The northern third of Building L footprint is located outside of the footprint of the former Lockheed Martin facility,while the southern two-thirds of the Building L footprint is located within the footprint of the former Lockheed Martin facility.The soil borings performed for our Geotechnical Evaluation that were located near Building L indicated that(a)the former Lockheed Martin facility was underlain with native glacial soils and(b)once the overburden material were removed to achieve design subgrade elevations,the portion of Building L located outside of the footprint of the Lockheed Martin facility would also be underlain with native alluvial and glacial soils.Surface grades within the portion of the Building L that was located within the limits of the former Lockheed Martin facility were generally raised to achieve design subgrade elevations. During the mass grading phase of this project, our firm observed and tested structural backfill placed within the building pad area of Building L.The results of compaction testing performed indicate that fill was conditioned, placed,and completed in accordance with project specifications. During the construction phase of Building L,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those encountered by the soil borings performed for the geotechnical evaluation,(b)consistent with those observed and tested during the mass grading phase of the project,and(c)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 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 point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency or compaction with that determined or estimated from the geotechnical 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 November 17,2016 Page 3 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. 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 November 17,2016 Page 4 Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information, please call Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION 4 1' �' wry Daniel E. Martin Associate Principal/Senior Project Manager / , , Joel C. Kurpius,PE Project Engineer Attachment: Non-Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller; RJ Ryan Construction, Inc Craig Kohler; RJ Ryan Construction, Inc BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 iTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Non-Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: November 17,2016 Attention: Mr. Mike Lence Project: Central Park Commons Building L Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 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 footings designed to exert a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. AA/EOE CSM Corporation Project B1501149.00 November 17,2016 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 iM ►toJl�li 01- pROFESSONAL Joel C.Kurpius,PE = ENGINEER Project Engineer r# 523 ,� License Number: 43523 ''.� row` November 17,2016 ''#4 u F 0,0`* Attachments: Special Inspection Daily Reports 8, 14,15,24, 1,2,3,4,5,and 6 (non-sequential numbering,organized by date) BRAUN I NTERTEC Cf;$1, 1 2,40 De-. A Non-Structural Steel Special Inspection Final Report Central Park Commons Building L Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project 81501149.00 BRAUN November 17, 2016 INTE BTEC Braun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. November 17, 2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South, Suite 3000 Minneapolis, MN 55415 Re: Non-Structural Steel Special Inspection Procedural and Final Report Central Park Commons Building L Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Non-Structural Steel Special Inspection Final Report for Building L of the Central Park Commons project, and the supporting Special Inspection Daily Reports for your review and records. Please note that,since this project encompassed construction of multiple buildings over two distinct phases,the numbering of the attached Special Inspection Daily Reports is not sequential. Rather,the reports are organized by date. Special Inspection and Testing Procedures The special inspection services were provided in accordance with the requirements of Chapter 17 of the International Building Code (IBC),the Special Inspection and Testing Schedule, and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them,judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. AA/EOE CSM Corporation Project B1501149.00 November 17, 2016 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing Our firm performed a geotechnical evaluation for the Central Park Commons development.Our findings and recommendations were presented in a Geotechnical Evaluation Report dated June 25,2015,and submitted under Braun Intertec project number B1501149.The northern third of Building L footprint is located outside of the footprint of the former Lockheed Martin facility,while the southern two-thirds of the Building L footprint is located within the footprint of the former Lockheed Martin facility.The soil borings performed for our Geotechnical Evaluation that were located near Building L indicated that(a)the former Lockheed Martin facility was underlain with native glacial soils and(b)once the overburden material were removed to achieve design subgrade elevations,the portion of Building L located outside of the footprint of the Lockheed Martin facility would also be underlain with native alluvial and glacial soils.Surface grades within the portion of the Building L that was located within the limits of the former Lockheed Martin facility were generally raised to achieve design subgrade elevations. During the mass grading phase of this project, our firm observed and tested structural backfill placed within the building pad area of Building L.The results of compaction testing performed indicate that fill was conditioned, placed,and completed in accordance with project specifications. During the construction phase of Building L,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those encountered by the soil borings performed for the geotechnical evaluation,(b)consistent with those observed and tested during the mass grading phase of the project,and(c)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 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 point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency or compaction with that determined or estimated from the geotechnical 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 November 17,2016 Page 3 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. 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 November 17,2016 Page 4 Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information,please call Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION !DWI-SO-410/d Daniel E.Martin Associate Principal/Senior Project Manager , /,‘tAta,44.4.6dr r Joel C.Kurpius,PE Project Engineer Attachment: Non-Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller;RJ Ryan Construction,Inc Craig Kohler;RJ Ryan Construction, Inc BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com IThe Science You Build On. Non-Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: November 17,2016 Attention: Mr. Mike Lence Project: Central Park Commons Building L Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 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 footings designed to exert a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. AA/EOE CSM Corporation Project B1501149.00 November 17,2016 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. ``!*1;`1�G.�KUAj�riy'j' 9iej ucatsED pwessioNAL Joel C. Kurpius, PE DaltaIR Project Engineer ,�Q' License Number: 43523 � 9 14ca0 I November 17,2016 ��i j OF Mlxv .`� airtstmottoo- Attachments: Special Inspection Daily Reports 8,14, 15,24,1,2,3,4,5,and 6 (non-sequential numbering,organized by date) BRAUN I NTERTEC BRAUN Special Inspection Daily ReportReport Date:7/7/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S befit Corporation 81501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Coddle Road Eagan,MN 55121 Special Inspection TActivity Date: 06/18/2015 Project Manager: Braun,Loren Technician: Petersen, Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 70 Coverage Frequency Notes Soils Periodic Description of Work Completed; Performed compaction tests on fill placed in Buildings L,N,0,P and Outlot A. Tests met or exceeded required standard. Tests Performed Compaction tests Discrepancies noted from this Inspection? Yes fl No fJ Outstanding discrepancies on this project? Yes El No E3 Report discussed with and sent to contractor? Yes D No ED Architect/engineer authorized changes to Yes 0 Noll] approved plans?(See description of work completed) To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. 12 r.„,2 +-._ ICC Certification It,5258583 Brian Petersen Page 1 of 1 BRAUN S ecial Inspection Daily Report 14 Report Date:7/11/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 131501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite'3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Doddle Road Eagan,MN 55121 Special Inspection Activity Date: 06125/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 80 Coverage Frequency Notes Soils Periodic pescription of Work Completed Observed excavation bottom for part of Building C. Used visual and hand auger probes to determine suitability of soils. Soils at bottom were SM,fine grain,gray to tan,and CL,trace of gravel,brown. Soils appear suitable for design loads. Also performed compaction tests on Buildings L,N,Outlot A and Parking area east of Building N. Tests me or exceeded required standard. Tests Performed Hand Auger Probes, Compaction Tests Discrepancies noted from this inspection? YesO No[2] Outstanding discrepancies on this project? Yes 11 No ID Report discussed with and sent to contractor? YesD No0 Architect/engineer authorized changes to Yes El No approved plans?(See description of work completed) To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICC Certification ft:5258583 Brian Petersen Page 1 of 1 B RAU N Special Inspection Daily Report 15RepoDate:7/111201 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149 Minneapolis,MN 55438 500 Washington Avehue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Doddle Road Eagan,MN 55121 Special Inspection Activity Date: 06/26/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 80 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed onsite sands in SE corner of site to determine suitability for use in deep building fills and retaining wall backfill. Sampled soils for gradation to meet 12%passing 200 sieve. Also performed compaction tests on Buildings L,0 and Parking area east of Building N. Tests me or exceeded required standard. Tests Performed Compaction Tests Discrepancies noted from this Inspection? Yes No Outstanding discrepancies on this project? Yes 0 Noe Report discussed with and sent to contractor? Yes E..] No0 Architect/engineer authorized changes to Yes 0 NoQ approved plans?(See description of work completed) To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICC Certification It:5258583 Brian Petersen Page 1 of 1 BRAUN S ecial Inspection DailyReport24 {� p p Report Date 7/13/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Coddle Road Eagan,MN 55121 Special Inspection Activity Date: 07/11/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Ea _ Coverage Frequency Notes Soils Periodic Description of Work Completed Observed soils at excavation bottom for retaining wall to the north,of Building D. Used visual and hand auger probes to determine suitability of soils. Soils encountered were SC and SM. Soils appear suitable for design loads. Performed compaction tests on fills placed in Buildings L and N,in parking lot east of Building N and watermain<trenches along west side of site. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests R Discrepancies noted from this Inspection? Yes Nor_:1 Outstanding discrepancies on this project? YesO No0 Report discussed with and sent to contractor? Yes E3 No E] Architect/engineer authorized changes to Yes El No0 approved plans?(See description of work completed) To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and:applicable workmanship provisions of the current IBC,except as noted above. 7'12/ ✓l' j ICC Certification It:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science You SnidOe. 11001 Hampshire/venue S alert: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation B1501149.08 500 Washington Avenue South,Suite 3000 Central Park Commons Building L Mnneapolis,NN 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:07/27/2016 City of:Eagan,MN Report Nun ber:1 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Cloudy 78 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for exterior footings,grid 2 from C.5 to E,E from 2 to 6.7,C.1 to E from 6 to 6.7; interior column pads,grid C.1-6.5,C.6-6.5, D.1-6.5,D.5-6.5,D.9-6.5.Performed hand auger probes(HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay,which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration(DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: HAPs,DCPs Slump,Air,Temperature,cast set#160 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. _._....ICC Cel tion Pt is/se 4,5- Page SPage 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science Y,,Build On. 11001 Hampshire Avenue S Client: Project: Mnneapolis,AIN 55438 Phone:952-995-2000 CSM Corporation 81501149.08 500 Washington Avenue South,Suite 3000 Central Park Commons Building L Mnneapolis,MV 55415 NE Comer of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:07/29/2016 City of:Eagan,MN Report Number:2 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 80 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for exterior footings,grid A to C.5 from 1 to 6.7;interior column pads,grid D-3,D- 4,D-5.Performed hand auger probes(HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay,which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration (DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: HAPs,DCPs Slump,Air,Temperature,cast set#167 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICL Certification II: 6/s-a Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science Yon Build On 11001 Hampshire Aenue S orient: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation 81501149.08 500 Washington Avenue South,Suite 3000 Central Park Commons Building L Mnneapolis,MJ 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:08/09/2016 City of:Eagan,MN Report Number:3 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 85 Coverage Frequency Notes Concrete Construction Continuous Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the reinforcing and concrete placement for exterior foundation wall,grid 2 from D to E,E from 2 to 6.7,6 from C.8 to E,6.7 from D.1 to E;exterior piers,grid C.1-6.5,C.6-6.5,D.1-6.5,D.5-6.5,D.9-6.5. Tests Performed: Slump,Air,Temperature,cast set#186 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICC Certifintrou p: gJSS9$_ Page 1 of 1 BRAUNSpecial Inspection Daily Report INTERTEC The^ucier�Yae Bwid Ch, 1826 Buerlde Road CYent: Project Saint Paul,MN 55110 Phone:651-487-3245 CSM Corporation B1501149.00 500 Vlashington A.enue South,Suite 3000 Central Park Commons Mnneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Doodle Road Eagan,MN 55123 Activity Date:08/16/2016 City of:Eagan Report Number: Technician:Kurpius,Joel Braun Intertec'PM:Dan Martin Weather:mostly cloudy,windy 83 Coverage Frequency Notes Soils Periodic Architect/engineer authorized changes to approtied plans?:No Work Cortrleted Description: Craig with RJ Ryan requested site visit to observed condition of exterior subgrade adjacent to foundation footings/walls for Build" K,L, and M.Arrived on-site as requested.Observed that the upper several inches of the exposed exterior subgrade soils were ge saturated and had softened due to recent rainfall.Portions of the exposed soils re-deposited soils due to surficial erosion/runory !low hand auger borings performed at several locations around each budding indicated that the"muck"soils were about 4 to 6 inches thick. Explained to Craig that the concern in this situation is to evaluate whether or not soils below the footings had softened to to water infiltration,to check that,probed below the perimeter footings at strategic locations around each building.Based on the results of the probing,it did not appear that the soils below the footings were impacted.Craig indicated that the plan was to pump out remaining water then remove the"muck soils just prior to placing the backfill.Craig indicated that clean NFS sand would be placed from the bottom of footing elevation to the surface to a horizontal distance of about 10 feet away from the building;at the 10-foot distance,the excavation would be tapered up and out at a 3:1(h:v)gradient to a depth of about 2 feet,and then sand would be placed to the curb.(Drainpipe would be placed to help promote sand drainage.) That plan,as described,is generally consistent with our recommendations.It is our opinion that the backfilling procedure,as described to us by Craig,is appropriate given the observed soil conditions. We observed:that a portion of the east perimeter strip footing,where the footing steps down near the northeast corner of Building L1,was undermined/eroded by surface runoff/rainfall,That was the only section of footings that appeared to be undermined.Recommended that RJ Ryan fill the void with eithernevi/able fill(FF)or high slump coral/grout(CF).To do so,we recommended constructing a temporary form around the undermined area so that the form,is a short distance away from the footing to allow FF/CF material to access the void and the top of the form is a few inches above the bottom of the footing,and then backfill the void with FF/CE material.In once the material does not to rise up the fom,it assumed the void is filled,Once the FF/CF m :ial has cored,then the corm may be removed.Did not recommend testing the FF/CF,however,recommended that our lead Special Inspector observe the procedure. Findings of observations were discussed with lead field technician,Rick Chapman. Tests Performed: Hand Auger Borings/Probes Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science You Build On. 11001 Hampshire Avenue S alent: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation 81501149.08 500 Washington Avenue South,Suite 3000 Central Park Commons Building L Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:08/16/2016 City of:Eagan,MV Report Number:4 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Mather:Sunny 84 Coverage Frequency Notes Concrete Construction Continuous Architect/engineer authorized changes to appro'ed plans?:No Work Completed Description: Observed the reinforcing and concrete placement for exterior foundation wall,grid 2 from A to D,A from 1 to 6.5,6 from A to C.8,6.7 from A to D.1. Tests Performed: Slump,Air,Temperature,cast set#191,#192 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICC Cettoe#: sfe$s Page 1 of 1 BRAUN Special Inspection Daily Report I NTE RTEC The Seisms You Build Oa 11001 Hampshire Avenue S Client: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSMCorporalion 81501149.08 500 Washington Avenue South,Suite 3000 Central Park Commons Building L Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:08/26/2016 City of:Eagan,MN Report Number:5 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 75 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for the patio area exterior column pads,north of grid 1 and east of grid A Performed hand auger probes(HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay,which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration (DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: HAPs,DCPs Slump,Air,Temperature,cast set#202 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:No To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. • lccrertu�tron u: grsea S Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science Yon Build On. 11001 Hampshire Aenue S orient: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation B1501149.08 500 Washington Venue South,Suite 3000 Central Park Commons Building L Mnneapolis,MV 55415 NE Comer of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:09/12/2016 City of:Eagan,MN Report Number:6 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 73 Coverage Frequency Notes Concrete Construction Continuous Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the reinforcing and concrete placement for the exterior patio piers,(6)east of grid A and(5)south of grid 1. Tests Performed: Slump,Air,Temperature,cast set#214 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICCCertification.:g4S�9 Page 1 of 1 Ce_n-461 ))416_, 6e, A Structural Steel Special Inspection Final Report Central Park Commons—Building L NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 November 17, 2016 BRAUN I NTE RTEC Braun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. November 17, 2016 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South, Suite 3000 Minneapolis, MN 55415 Re: Structural Steel Special Inspection Procedural and Final Report Central Park Commons - Building L Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for Building L of the Central Park Commons 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 electronically provided to the construction team for their review and records. Plans and Specifications The plans and project documents available at the site were used for our inspections. Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society(AWS) D1.1-2015,Table 6.1 requirements and the requirements of the project plans and specifications. CSM Corporation Project B1501149.00 November 17,2016 Page 2 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. In addition,each connection was observed for fit-up and to determine if the various plies were in contact with one another. Hex-Head Bolted Connection Observations Hex-head bolting observations were performed to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight.This was done using a wrench and cheater bar. Threaded-Through Bolt Connection Observations Observations were performed after the installation of the threaded through bolts to determine if they were installed as required in the project documents. Items observed included the placement, if the correct bolts were used, if the nuts were fully engaged, if the adjoining plies were in contact with one another and if the nuts were snug tight. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality,size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place, and if the nuts were installed,fully engaged and snug tight.The base plates were observed to determine if they were in full contact with the adjoining surface. BRAUN INTERTEC CSM Corporation Project 81501149.00 November 17,2016 Page 3 General In performing its services,Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty,express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report,if you have any questions or require additional information,please call Dan Martin at 952.995.2227 Sincerely, BRAUN INTERTEC CORPORATION Daniel Graham ICC Certified Special Inspector-Structural Steel and Welding Christopher R. Kehl, PE Principal—Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Mike Lence;City of Eagan Clark Wicklund;Alliant Engineering,Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller;RJ Ryan Construction, Inc. Craig Kohler;RJ Ryan Construction, Inc. • BRAUN 1NTERTEC B R AU N Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: November 17,2016 Attention: Mr. Dan Ullom Project: Central Park Commons—Building L Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 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 and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved decking-related issues. AA/EOE CSM Corporation Project B1501149.00 November 17,2016 Page 2 Conclusion Based upon the inspections conducted,the testing performed and the attached reports,it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the 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 th- laws of the State of Minnesottool ",,, • CE4ii13't�QPHER R.i Christopher R. Kehl, PE KEM�PE Principal—Senior Engineer • 43459 .x� w License Number:43459 , .' ... . t November 17,2016 ' �tmitiP Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 BRAUN 1NTERTEC BRAUNR UN 6.324 Rev,1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel 41 Observation Date: 9/24/2016 Project Name: Central Park Commons Project No.: 81501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building L Weather: Sunny Temperature: 75 °F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Bar joist fillet welds at Roof Level Grid A-E 1-6, No discrepancy noted SER:Clark Engineering Mr.Cory Casperson ) List tests performed: Visual •Are there any discrepancies noted from this day's observations? No • Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng,com ckohler@rjryan.com I u the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: Graham, Dan I.D.No.: 1054095 51&52 • 6.32.4 m°z Issue:5/23/15 BRAUN "�~ |h�'��T�� .. , " ~~.~. .�.~ Special InspectionK��UlvReport -~ ~ City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#2 Observation Date10/1/2016 Project Name: Central Park Commons Project No.: 81501149.00 Project Address: Bremn|nmertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building L Weather: Sunny Temperature: 65 "F Frequency Inspection age � Periodic Steel construction ----- Daniel -~—~ Graham Did the architecn,en§moe,av�unze'x approved plans? No (if list et��below) location of work Visual weld observations were performed in accorancewithAVVSD1.1andD1.3oht ria on the following: 1) Puddle welds and side lap fastenerat Roof Level Grid A-E 1-6 per sheet SOO2L notes No discrepancy noted Z) A32s3/4"tension control bolts etRoof Level Grid A-E 1 6 No discrepancy noted 3) Moment plate filet welds atRoof Level Grid A-E 1'6per 4/s4o*&S/S4O6. No discrepancy noted ! � | ' [ ! SER Clark Engineering � ! Mr.CumCaopeoon List | � ' | / L � tests Visual •Are there any discrepancies noted from this days observations? No •Arthere any outstanding discrepancies on this project? No -if yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emalled m to: ----- dmurtin@broun|otertec.com ccmspersnn@uork-enK.00m ckuh|e,@Uryan.com ^ ' To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: Graham Dan ^ |.o.Nn.: 1054095Sl&5I��___ , BRAUN 6.32A Rev.1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#3 Observation Date: 10/13/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building L Weather: Sunny Temperature: 65 "F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham I Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) A325 3/4"hexhead bolts at screen wall framing detail 5/S407 installation. No discrepancy noted 2) Horizontal tube steel fillet welds detail 2/S407. No discrepancy noted 3) Threaded thru bolt detail 2/S407. No discrepancy noted 4) Screen wall tube steel welds detail 5/5407. No discrepancy noted 5) Angle/channel fillet welds at accessible locations detail 2/5404&3/S404. No discrepancy noted 6) Anchor bolts at Foundation Level plies in direct contact with full nut engagement present. SER:Clark Engineering Mr.Cory Casperson List tests performed: _ . Visual I •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. •Report Discussed with and Given to Contractor? Yes Report Emailed to: drnartin@braUninteitec.corn ccasperson@clark-eng.com ckohler@rjryan.corn To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. t',...%.5%.7 Graham Dan Signed: I.D.No.: 1054095 S1&S2 ___ . BRAUN6.32.4 Rev,1 Issue:6/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#4 Observation Date: 10/26/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building L Weather: Partly Cloudy Temperature: 45 0F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Tube steel to plate fillet welds at Entrance Canopy Grid B 4.5-5 and E 4.4-5. No discrepancy noted P I This will conclude structural steel observations for the project. jj�: i 1 List tests performed: Visual I •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. •Report Discussed with and Glven to Contractor? Yes Report Emailed to: i dmartin@braunintertec.com ccasperson@clark-eng.com t I ckohler@rjryan.com l . To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: r -- Ora han Dan I.D.No.: 1054095 S1&S2 For Office Use / ,+f . 4t , Permit#: /- /ite tC7 ` " EAGAN :-.: Permit Fee: � [.�' y� - staff: r_s=g' =a==_�_ 3830 PILOT KNOB ROAD EAGAN M: N 55122-1810 Payment Recvd: _Yes No I (651)675-5675 j TDD:(651)454-8535 I FAX:(651)675 5694 Email:buildinoinsoectionsto citvofeagan.com I Plans: Electronic Paper 1 Plan Submittal:eplansta'2citvofeagan.com L___ _ __ 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two paper plans with all commercial applications as well as an electronic set of the submittal, submitted�itvia email,(2)CD orsets flashof drive Date:f/ /// Site Address: 31c/;"" a�41$‘'..7tC't�! ��4 IC/C V./!I A /�' 5 : 2C� Tenant: I V ry A�" f/441...,- '�eN t t CC)i,,r L Suite#: /20 '4 rope Y f7"I3W re4P.1 Owner ry Name: ► GS l IC ,I�C)LtJ L_. Phone: Name: t R T Y v'.-u+^'t License#: i C �.�7 Contractor Address: �'ZGy7.* Ade City: �.r 7"e#Er State:/��Zip:-� 'o�' y3c Yz��S- tw►2 Phone: Email: 1� Y` � '�jlf� " New Replacement Repair Rebuild Modify Space Work in R.O.W. Type of work — — — — — Description of work: # COMMERCIAL _New Construction Modify Space n; ✓ Irrigation System(_yes I_no)(_RPZ 1_PVB) ' • Rain sensors required on irrigation systems Permit Ty iw a 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 UD meter. Domestic:Size Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers Yes x No COMMERCIAL FEES Contract Value$/ Q G' x.01 $60.00 Permit Fee Minimum $60.00 PVBIRPZ Permit{includes State Surcharge) =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City s Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ 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.citvofeanan.com(subecribe. CALL BEFORE YOU DIG.Call Gopher State One Call at(551)454-0002 tar protection against underground utility damage. I hereby acknowledge that this InformeUon in complete and accurate;that the work will be in conformance with the ordinances and codes of the city of Eagan;that I understates Is not e permIt,but only an application fora permit.and work is not In sten without a permit;that the work will be In acro with the approved plan in the case of work which requires a review and approvallloof plans. r"le".\` x 1`162 S15Ci x Applicant's Printed Name Applicant s Signature FOR OFFICEUSE C WA 4 i- roved By: red, �1._ Required Inspections Under Ground, k?1 ugh irk it jest '_Gas fest Final PRV Re iuired:—Yves_ND Meter Related Items Rac it Read_: Manometer_ wan: . +.� Meter�Slzfr, � �.. Page 1 of 3 , For Office Use ` ® � t t e a # T �c T �-1 ,yf t tt t # �� o . �,Ei v/ E ,r Permit#: I I rf- ‘... ‘,. .:d` r a . y' +moi ` AUG 2920th Permit Fee:r; O r�" 7/4 Pr \ Date Received: U YI't �"777��// 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 FAX:(651)675-5694 Q '� Staff: (Y7 buildinginspections(a�citvofeagan.com �� r5 L 2018 COMMERCIAL BUILDING PERMIT APPLICATION Date: '12'6 1 ! Site Address: ;; � C'eui a( 7cwk (ji ((Ctge Or 41W Tenant Name: ttAAkt.1. 'uVe l).0 I (Tenant is: 1/-1\-lew/ Existing) Suite#: /2.-0 Former Tenant: r Name: Sy 1- CC cirijc;l ( Lc- Phone: Property OwnerOD /1 1 Address/City/Zip. i 7 �;G{'�5 1Rt�[ CA ( Applicant is: Owner ✓ Contractor Type of Work Description of work: Ilt IcI�a � 11 A /MA) Po/Le" tvi l�f� 'c i Construction Cost: 1v/ 000 Name: Li SJy1 i LI I) License#: Contractor Address Lt 7 thi o i (e � City: G(1Ut l .(l/ry t7 State: /lid Zip: 3S'"/Zt/ Phone: 7(,g `—if/V - 36 6' Contact: Email: �fSv/7,5._./,a 4/)C //r(O '/ ___,...... Name: Fratlit. V i G ) Registration#: )�Z X7 Architect/Engineer° Address: -7°C16 Ca4 f-r5Il Lief /? zd City: 'uple &11V State: MA) Zip: 3(( Phone: O(2 S)b�30U a Contact Person: Email: )uAVC DI/4W COEP4-10ni Licensed plumber installing new sewer/water service: I / '')'-k. u! i r Phone#: � 0 ' NOTE:Plans and supporting documents.thatyou submit are consider d to"bepublic info I ation Portions of t ho�nformation may be classified as non-public if you provide specific reasons that would permit the City to conclude t t 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 wo k 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 approva of pl.Ilk Applicant's tnted Name Applicant's Signature DO NOT WRITE BELOW THIS LINE �} / 77.•=%SUB TYPES 3 s Zi-S-Cc�i�,g/fr/q/C ,i ll97)( 6/7 '-7T/.6 ° 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 s` 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 C'>C ' • ` Occupancy A° 7 MCES System '` Plan Review v Code Edition VC/C. It f(f ' SAC Units ?r it—4 - (25% 100%�' ) Zoning I"' City Water Census Code Stories Booster Pump #of Units C'' Square Feet Irf 7?, PRV #of Buildings ! Length Fire Sprinklers V Type of Construction 11 F. Width REQUIRED INSPECTIONS Footings_New Building_Deck Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control v Framing 30 Minutes v 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 v Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test Final tF Final/C.O. Required Pool: Footings Air/Gas Tests Final Final/No C.O. Required Final C/O Inspection: Schedule Fi Marshal to be present: I~ Yes No Reviewed By: / , Planning New Business to Eagan: Reviewed By: `i` , Building Inspector FEES Water Quality Base Fee P 5C. 7S Storm Sewer Trunk Surcharge !2 •-` Sewer Trunk Plan Review i,7 r r . g'7 Water Trunk MCES SAC 111 4,r'2 T• , ,,....c Street Lateral City SAC },. ° 6-+: Street S&W Permit&Surcharge ` , -T 2 • `5 - Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: , Trail Dedication TOTAL: .-``") "I I • ft Page 2 of 3 MCES USE: Letter Reference: 180906A8 Address ID:704366 Payment ID:414930 / 6/ Date of Determination: 09/06/18 Determination Expiration:09/06/20 Greetings! Please see the determination below. Project Name: Hawaii Poke Bowl Project Address: 3345 Central Park Village Drive Suite#/Campus: 120/Central Park Commons City Name: Eagan Applicant: Lisong Liu, Hawaii Poke Eagan Inc. Special Notes: It is the Council's understanding there will be no outdoor seating. If at any time outdoor seating is added, a determination is required. Charge Calculation: Food & Drink: 1529 sq. ft. @ 300 sq. ft. /SAC= 5.10 Total Charge: 5.10 Credit Calculation: Central Park Commons (SAC 07/16) Retail: 1529 sq. ft. @ 3000 sq. ft./SAC=0.51 Total Credit: 0.51 Net SAC: 4.59 —or— 5 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: cor .mccullouh« metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street NorthI St.'Paul,MN 551 01-1 805 Phone 651.60 .1000 j Fax 651.602.1550 I TTY 651.291.0904 m�'etrocoubcil.or T L'(.)I C)L!TA N Cu N C t An Equal Opportunity y Ernprayer 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-56751 TDD: (651) 454-85351 FAX: (651) 67 Email: buildinoinspections a)cityofeagan com Plan Submittal: eplansa-cityofeagan.com 2018 COMMERCIAL I -----------------I I For Office Use I /_ I I Permit #: �Zr;Q I I I Permit Fee: I I I Staff: I I Payment Recvd: Yes �No I I / I I �1VE I Plans: Electronic Paper j L--------------- NOV 0 8 2018 HANICAL 9RMIT 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 � r . Date: I Sitq Address:4 Tenant: Owner Name: Phone: Suite #: Address / City Name:f {Address:, c " Contractor � � � � City: Stater Zip: Phone:LAP Conta (,)V V , � . ff � Email: 3 ��"bTroR�tt%Mb�d+� uW.54 4v.yq,'yM�. waawemmu�acaa�nwww+rrn�✓axeawurwx+rk.mv+um+r�++Ya��unvvr.aiwn aw.wwsrcvwcrme L �� ` � , _X New Replacement Additional Alteration Demolition Type of Work Description of work:C\ I& j t NOTE: Roof mounted and ground mount mechanical equ is required to be screened by City Code Please contact the Mechanical ins pector for i on permitted .screening hods. n#onnadc�n a� met di COMMERCIAL 1 T E New Construction Interior Improvement Permit Type Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank C_ 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 $ X.01 Permit Fee Surcharge TOTAL FEE You may subscribe to receive an electronic notification from the C' of - City proposed posed ordinances by signing up for an email update on the City's website at ingw.citvcsfeaaan.comisubscribe. 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 accordaanyce with the approved plan in the case of work which requires a review and a ro al f plan . Applicant's Printed Name Appiic is Sig atu FOR OFFICE USE Required Inspectio = Reviewed By: Underground n" Rough In Air Test Gas; Service Test In -floor Heat Date: 1 Final HVAC Screenina . .c� Office use ----------------- — — — — — i For Of L Q ,-vim-� Cc, � /, � I Permit #: — `� rc "00 . I I Permit Fee:EAGAN V I I Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 1 (651) 675-5675 1 TDD: (651) 454-85351 FAX (651) 675-5694 N 0 V 16 2 01 8 1 Staff: j buiIdingins ections(aDcit o�feaaan.corn L—___—_______ 2018 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 1\1110 I IT Site Address: ", q c'..f"1 a,,< Tenant: flaUJO-11 0 k Suite #• C'7 ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: _ Phone: I Property Owner 1 Address /City/Zip Type of Work Contractor licant is- Owner Contractor Description of work: d0 Construction Cost: 2) ls^) Estimated Com leetion Date- Name- Bf .Ink License* C_ Ito 3 i1 ,�- Address- City: State: �'Y16� Zip: b I Phone: Email: 3C_o m _Contact-�reV00 . FIRE PERMIT TYPE X Sprinkler System (# of heads) Fire Pump Standpipe Other. DESCRIPTION OF WORK: Commercial FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge 3 WORK TYPE New Alterations Other Residential Addition Remodel Educational Contract Value $ LE_bLL_ X.011 = $ (p(_).()() Permit Fee = $ a-157 Surcharge $100.00 Residential New (includes State Surcharge) — $ TOTAL FEE 3/4" Fire Meter - $290.00 =$ _ Fire Meter Radio Read (required with Fire Meters) - $190 = $ Cl1t� ]� TOTAL FEE i You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the Citys website at www.citvofeacian.com/subsrribe. 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 I of plans. x r nF r_ 6 ap 11-47- A .+.+Iii.A.+�c. tri.+ w IAmA A.�r�liAAwian C�r�AhMA i Conditions of Issuance: Permit Reviewed by: Date: I j FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station L-�Final Conditions of Issuance: Permit Reviewed by: Date: I j