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3360 Central Park Village Dr Use BLUE or BLACK Ink ---------i For Office Use I I Permit#: City of EaEdn I , 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 �1 I Date Received: Phone: (651) 675-5675 Fax: (651)675-5694 i Staff: �4uj ` JUN Q 6 2016 ---------------- 2016 COMMERCIAL BUILDING PERMIT APPLICATION . S �� 4/22/2016 va kee Dom/ �' xnnh R� Fagan, MN 55121 Date: Site Address: Tenant Name: Spec/ Retail/ Buildin N II (Tenantis: X New/ Existing) Suite#: �(O ✓ �(� iiF-' � 1 � Former Tenant: N/A Corporation CSM_ 612-395-7030 Name: Phone: `'3' ii's€2:i> imY: - -•iris3:cFS�i9p Address/ . 500 Washington Ave S. Suite 3000 Minneapolis, MN :==si::...........„W:......,.•.-• City/Zip. g � po s, 55415 - _ =r licant is: X A _ Owner Contractor .z E2€?EER:`e'rs.E€iiiEii^:E::a=r'r.E3^E� ?=^.>ias.:;i•«:: - - €€€c:?:s:::3ii':�o�y°�iv�.'•:`:_?2»ai€ji�Er Construction t uction of new e Buildin g within Central Park escri i n f a Commons t o o work: n CUU•�c> Co struction Cost: - _ r Name:a e: � License#: N, � r �r L Ad Address: � city: �i S e:vod:p:n2ee:ie.. State: Zip: Phone:z G 65 7c,> Con tact: -14L c.c,kfZ Email: me: Robert Lucius RSP Architects 14066 a Registration#: _ �r- e �„�::=5i:�ai i�s��•;,,�.�•qE:s::;,-*_;:;; ':€»sue.`-:cE ��€€jj{E::;?:•'':C.€iE2 r€€ie 1;E:_:;;• dress: 1220 Marshall Street NE City: Minneapolis Ad =333•.•:2:2»”®:; :::,�:.:i: '? MN 55413 612-677-7100 State: Zip: Phone: REM R obert Lucius x L - Co n tact Person: Email: — n IL - Licensed plumber installing new sewer/water service: VS5 V '�\ Phone#: c,.....s._ , _..,....r ......._.. _..nx- ....._._..,e. .su:".'::c:r.2v__a.z.>. ..,. .,.». .......i_........._2:-::r::_. ;,r,.;„y„?•:..,_.•._,_. ..__........ ..._.....,w._.s„_..._.___ :=:•'•:Si::r.-,.-:m:.....•• v.a3:,....:::an ..._._....n::.:.a:::..n._...,_,.,.•. m__...n...., ,_,._......_.. .._..a_•n._.......::3..... ......... ...._..: ��r YM .. •;:..•...:.._ t rrn .*saG°. •ririi2r .__...., ..._... n.1.. ...__v..a.........,.. .:rw9....,._.... ..:............... : _`��:..___..:. ... ......_.,_.._.....r.•^•vvsva_.,.._—:v-» ,._........ ......___.._....,.__.,.,.._.,_. .r.....,.,z*:., __..._.,..,.._ ._......,.,__n:_.,, ......e .._. _ _z:z....v........................:.. _ zr_.._,__.,_...c1 �r�'s?i[S , _.._...._.v.,_,,._...,, :c..,_.._-.........._ ...... ...-.._» ..:........» ..s..... .._ _.,,,,.s ..... ...a.... ......._,......:...._.v,•v.. , ...._._n ......._..,__.v...__.:..._ _r!.•::::^::::Y.-• =Titz...2..._... _......._..__._......................___ ......._,._...„...x.._....:.;.„-®.,.,.......,v,.._f:-.d:rz:�a n_,.... .. a .. rs:a.•:'•esLw 23xz:r_......-:i;.;.s .,...._.__............._-............,,......»......_........,,._.,.._.,..,.vc.,.....,r..-......,........n:....,.v...nss.......,.. .. -u-za:.2i:i:.•7"•..3°sr:3;i»?iEF`»Fid'innn::::r�:g: .un m'' ..........».r......_, .....,....»t_... ._....:..................:;...._.._..,...._...,..z.-. .........._ _... .. � _. :a .:, ^2'-x2�2::::�n:��»s,-^•a»Y�isz»nvaSii.s.:,r..:..^ x»:2_R-.-::SfS23x"•' :v5E32E:::ii• CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit.that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x x App' ant's Prm a ame Ap i ant's Signature Page 1 of 3 -31oO a,,iir-4 f6e � U,1`2 t br- DO NOT WRITE BELOW THIS LINE • f SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation V6 Occupancy A 7 ' MCES System � Plan Review ya Code Edition 70I S' 01 BG SAC Units (25%_100%X Zoning PD City Water Census Code Stories / Booster Pump #of Units 1 Square Feet 6973 PRV #of Buildings 1 Length Fire Sprinklers CGS Type of Construction Width REQUIRED INSPECTIONS >_ Footings(New Building) x Sheetrock Footings(Deck) X Final/C.O. Required Footings(Addition) 4K Final/No C.O.Required �C Foundation Other: Drain Tile Pool:_Footings —Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final X Siding:_Stucco Lath �Stone Lath "S Brick X Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall 7C Insulation I-S Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection• chedule Fire Marshal to be present: �K Yes No Reviewed By: , Building Inspector Reviewed By: fAA%, Planning COMMERCIAL FEES Base Fee 39S6. �*s- Storm Sewer Trunk Surcharge 3aa e' Sewer Trunk Plan Review ZS 7l Water Trunk MCES SAC d Street Lateral City SAC ZZO 9'' Street S&W Permit&Surcharge IZ 9 Water Lateral Treatment Plant !7 2 S Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication y Water Quality TOTAL: Page 2 of 3 MCES USE:Letter Reference: 160420A6 Address ID:704365 Payment ID:392458 tTl Zl� Date of Determination:04/20/16 Determination Expiration:04/20/18 Greetings! Please see the determination below. Project Name: Central Park Commons Building N Project Address: Yankee Doddle/Pilot Knob Road Suite#/Campus: Central Park Commons City Name: Eagan Special Notes: The Council understands this building has speculative retail. At the time the finishing permits are issued, if the use changes from its speculative use to a different use,the SAC assignment needs to be reviewed based on that change. Charge Calculation: Retail: 6423 sq.ft. @ 3000 sq.ft./SAC=2.14 Total Charge: 2.14 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:core.mcculloueh @metc.state.mn.us. Thank you, Cory McCullough SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge aspx 390 Robert Stree North I St I • METROPOLITAN C 0 o N 0 1 L . 4 � f Oo M W O� N U Q O N O z cl Z=1 EM J III 2 FVOM SONN 1011d N _ IILUI HIM 11 HIM i5m J W oux j f '�wapp I � p . I � I JN� III :� uY � a Z IL t I ��_ o : �z U) �I� z N�� I e All, e vn 1�' p fil l P2 Oy z d{ ( a CL V/ W I W a --- O a II Mza�o �/ v LU a l / NmLL < � a o `off A o m o Hg� 00 W 3 yZ o o Z 3i zW f \ w \J ow 0 -1VIf 8 �� I ��//�•� Kc.. IIII � •♦ S�f !jam { ( � Q {�H4 a ! � t + �� i D g 16) IN fill!I II, gill Off I 1 1`y1'1 q J _ 1 d*�3—fin k I x•, i }�,� �} k i { c { a v 1 k , PHI Ar x k City of Iaall OLCK-- �` 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use /� Permit #: /2'g V 33. i0c9v Permit Fee: Date Received: Staff: J 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 7-1C, —1(0 Site Address: '-'..S(400 C u,i ra., f o -r u; i L-- t Yr Tenant: IDLA Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: L '"-de- S 01(1 0 I-1 e-, t Va.;t Construction Cost: _IS H 1 (9 �� Estimated Completion Date: I � " 3 � b Name: i `.�C.c+� r r , F(. �� -.a. License #: C --015 Address: -J1 IC State: lin ' k) Zip: S'S-) Contact: �vs ` r.e` City: i^v,.' H- C C a"-a,c'- Phone: ( I.7)) 2L1 Ema I: 10r - FIRE PERMIT TYPE Nil Sprinkler System (# of heads() WORK TYPE New Alterations Other: C OrTh Addition Remodel f� ao Contract Value $ t o� Surcharge = Contract Value x $0.0005 if the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) 3/4" Fire Meter - $280.00 = $ L-1, =$ 646•a -o = $©, Fire Meter = $ ?(oc-6, 2_0 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 ,�5 ;n 'Kt T Applicant's Printed Name x ica t Signature City of Ekon 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 etaAko fee vu) RECEIVED AUG 0 9 2016 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION [.1 Please submit two (2) sets of plans with all commercial applications. Date: 8/8/2016 Site Address: CENTRAL PARK COMMONS DRIVE Tenant BUILDING N rnertlf I ()wrier I Contractor Add res S PO BOX 240 Name: '360 ilicrie Name VOSS UTILITY & PLUMBING Phone: Suite #: License #: PC000306 city, HANOVER phone: 763-497-4577 Email: VOSSUP@COMCAST.NET Tyk New Replacement Repair Rebuild W. Modify Space Work in R pe ot WorI Description of work: PLUMBING FOR SHELL BUILDING State: MN Zip: 55341 1 1 CONIMERCIAL if New Construction Modify Space 1 i Irrigation System C-- yes i -----.„ not (___. RPZ / .._ PVE3)-- Penit TypO, . Avg. GPM (2" turbo requimd unless srnaller size allowed by Public Works) 0 Rain sensors required on irrigation systems ! _ Meters Cat (651) 675-5646 fo verity that tests passed prior to picking up meter. 1 I Domestic. Size & Type i I Fire: 1 , I Avg. GPM High demand devices? Yes No Flushomoters Yes No 4 / f).------------ 7 A „,.......,,.........___ COMMERCIAL FEES 1 11 v," — Contract Value $ 31,000.00 x .01 I $60i00 Permit Fee Minimum A iCYCi " = $ 310.00 $60,00 PVB/RPZ Permit (includes State Surcharge) fi-; 0 g 1 Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million please cat for Surcharge $ 15.50 $325.50 —„, Following fees apply when installing a new lawn irrigation system $ VVater Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant I $ Water Suppiy & Storage I Permit Fee Surcharge TOTAL FEE $ State Surcharge 1 I TOTAL FEE j CALL BEFORE YOU DIG. Cat Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate, that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit; hut only an application for a permit, and work is not to stab without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x STEVEN VOSS Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved By: Date!, Required irist)eetions(nn'r Ground i f) -ill gir'''—ilttr Test Gas Test Firlal PRV Re,iLit4Iti!..51r : Yes „„ _ Meter Related iterrls: Wieter Stze Radio Rea(' _ !Manometer staff' Page 1 of 3 Use BLUE or BLACK Ink For Office Use f1�/ C :::: : ��° % pCity of Fall �5 X ee: �, /' j 3830 Pilot Knob Road 0 `t' `- Eagan MN 55122 Date Received: b }Lf-I( Phone:(651)675-5675 Fax:(651)675-5694 k. Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: Site Address: 3945-Central Park Village Dr Tenant: European Wax s6 0 Suite#: 120 Property Owners:" 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: Underground/Rough-In Plumbing COMMERCIAL ✓ New Construction Modify Space _Irrigation System( yes/_no)( 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$2600.00 x.01 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) ,r.-,$ Permit Fee _$ 1.30 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 61.30 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 _$ 61.30 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and appr val of plans. x Steven Voss x Applicant's Printed Name Applicant's Signature FOR OFFICE USE ,* laved Q Required Inspections funder Ground +,Rough-1n ( lf; '.est Gas £ F R '' Ye No Meter Related Items . Meter Size , 7t .�,. . � � Rio� -Mano ‘,4t• ;Std . ,. � Page 1 of 3 4. Use BLUE or BLACK Ink 1 For Office Use /J j 4/11' Permit#: j' 1 ' I Cityof Ea �� r 1, 114 Permit Fee: ! 3830 Pilot Knob Road �/ Eagan MN 55122 Date Received: O j I 4 lD Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: \\y v 2016 COMMERCIAL BUILDING PERMIT APPLICATION tv, Date: 12-13-2016 Site Address: 3360 Central Park Village Dr. r. 60 Tenant Name: Central Nail Salon (Tenant is: X New/ Existing) Suite#: 130 Former Tenant: N/A ,/ �/////� CSM Central Park Commons LLC f Name: Phone: • jj/jj 500 Washington Ave S Ste 3000, Minneapolis, MN 55415 Address/City/Zip: Applicant is: Owner X Contractor Description of work: Interior Remodeling: Framing and carpentry Construction Cost:/ A , $137,100 r / ,„/ii,k1%/1; Chan Consulting Name: License#: ��,� ; tea,, Address: 7842 12th Ave S City: Bloomington State. M N Zip: 55425 Phone: 952 992 0887 Contact: Jin Chen Email: chansconsultinglIc@gmail.com ,,,/,,,,,,? ,/,/%/77', Name: Dan Polachek Registration#: 7842 12th Ave S Bloomington Address: City: State: MN Zip: 55425 Phone: 952 854 9515 Contact Person: Dan Polachek Email: polachek.dan@gmail.com Licensed plumber installing new sewer/water service: Phone#: re r i;,'H/'7:4/,/ a/- ii/,,r,,,,,,,-///i/oil,,,„//,/, //,n:///Oo/2 ,, ‘''7,/7-,/,(,,1%,' „x7/, ,,;, , ",0,iIlii 1 jD -;„: ;;/ .. i 3j�• �)Y' , i9,Q'” i j ,, F.; i" /- �q �' '�A 57 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 whi requires a review and approval of plans. Jin Chen Applicant's Printed Name Applicant's Si ature Page 1 of 3 a. - (--- ti . 6 (A) ev,1 ,,\ DO NOT WRITE BELOW THIS LINE � ' �, SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments -2( 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 %37,wo Occupancy /3 MCES System J Plan Review ✓ Code Edition Z4)5 J' C SAC Units Z per lr�� (25%_100% ✓) Zoning City Water t Census Code Stories Booster Pump #of Units Square Feet /3I S PRV —/ #of Buildings Length Fire Sprinklers ✓ Type of Construction 7/S Width REQUIRED INSPECTIONS Footings(New Building) X 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 7< 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 CIO Inspection: S dule Fire Marshal to be present: Yes No Reviewed By: , Building Inspector Reviewed By: (.- , Planning COMMERCIAL FEES Water Quality Base Fee S' 128'1. 71. Storm Sewer Trunk -- Surcharge $ 6 9, Sewer Trunk -- Plan Review s f33 5 . °"' Water Trunk .— MCES SAC 0 I-49 70.`°I- Street Lateral City SAC * 2 2 c) 21 Street — S&W Permit&Surcharge Water Lateral — Treatment Plant 1 1'783 6 1' Other: Treatment Plant(Irrigation) — Park Dedication 9y Trail Dedication J TOTAL: 9 J Z. Page 2 of 3 MCES tiSE:Letter Reference: 161214A9 Address ID:704365 Payment ID:397987 2 t f (03 ) Date of Determination: 12/14/16 Determination Expiration: 12/14/18 Rings! Please see the determination below. Project Name: Central Nail Project Address: 3360 Central Park Village Drive Suite#/Campus: 130/Central Park Commons City Name: Eagan Applicant: Jin Chen, Chan's Consulting Special Notes: None Charge Calculation: Manicure: 8 stations @ 9 stations/SAC=0.89 Pedicure: 12 stations @ 7 stations/SAC= 1.71 Total Charge: 2.60 Credit Calculation: Central Park Commons (SAC 07/16): 1617 sq.ft. @ 3000 sq. ft./SAC=0.54 Total Credit: 0.54 Net SAC: 2.06 —or— 2 SAC Due 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: karon.cappaert@rnetc.state.mn.us. Thank you, Karon Cap cert Administrative Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North l St.Paul, MN 55101-1805 hone 651.602.1000 Fax 651.602.1550 1 TTY 651.291.0904 metrocounciLorg METROPOLITAN An E;b 11Opportufl,y E�nnfaver G O U N C I L Use BLUE or BLACK Ink ' 4111 City of Eagan ()\. r For Office Use I l�G - Permit li//073 -- ' (j6 ec Permit Feie: � I !"i i 3830 Pilot Knob Road lir 4\6 �I Eagan MN 55122 Date Received: t,)-`1`1 Phone: (651)675-5675 Fax: (651)675-5694 L Staff: "� � 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Q Please submit two (2)sets of plans with all commercial applications./ [ Date: 121/411 Site Address:3 3C' CU:4( _. ay( V II�l 1)V- /3v Tenant: 6Q0,v lr2(( t)At, 5 Suite#: # V /-.3 .Pe gi °¢ Name: -1-15A/1 1 '' Phone: ?kr) .141-7— I Z > xt,k} t :' Name: h C�c� �8 h C License#: tractor Address: Vfh je S City: 17i="" � State: MA Zip: sz� 7.5r ,„_ 4 14 ! _. / t , 1 0 Phone: J Email: q ��'Jy t e �.0 I , ,.....,/ (...=. 0-1 �- r New Replacement —Repair Rebuild —Modify Space Work in R.O.W. Type W ' — — — v Description of work: ', COMMERCIAL New Construction Modify Space .4 Irrigation System(_yes/ no)(_RPZ/ PVB) • Rain sensors required on irrigation systems rf1'ftt Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) f ...P =x, Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 egg , " ' Avg.GPM High demand devices?—Yes_No Flushometers—Yes_No COMMERCIAL FEES Contract Value$ �-3a'1 a • x.01 $60.00 Permit Fee Minimum Cid _$ �3®_ �� Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge //) 6:7cepi .4 =$ / C. 3-h Surcharge Surcharge=Contract Value x$0.0005 4 5- 6° C19tiftf (o/,'E( /O G% C_ 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 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 ans. x 1 11 '-Q t` ch.c.V\ x Applicants Printed Name Applicants Signature FIC USE ®prow d;B Required Inspects a 1. der" r ± 'R........- 1AirTest 6289-est'": t t ERV Eequir . , .r .� ., mow..` et : ;: :ate°. . " : '" , eter Si „, k$ r „.,, o Read meter , ;w v L. Page 1 of 3 Use BLUE or BLACK Ink , 2016 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) Date: Ro I USS ' PRS faired N ., Property Owner: ` Address: Phone Nuanber: C'®s R Q �t' r � Plumber: Contact Name: Pw-747 SEWERATE Sewer Service Water Service ' Sewer lateral charge Water lateral charge •Sewer trunk • ` Watet trunk City SAC.@$110/unit t Water suppl ,storage MCES SAC $2 @ ,485/unit Receipt#: , Date: - Rec9ipt#: , Date: Treatment Plant @$862.50/unit Permit*Fee,including State Surcharge $65.00* * Permit Fee, including State Surcharge $65.00 TOTAL: *Plumbing Permit Required—water meter to be acquired with building permit TOTAL: SE of Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC MCES SAC Receipt# , Date Water supply&storage Receipt# , Date Treatment plant Permit Fee, including State Surcharge $129.00 *Plumbing Permit Required—water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services(651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units 1,915.50 per SAC unit 6-10 SAC units 9,579.70 plus 445.00 per SAC unit over 5 * -_- 11+SAC units 11,980.60 plus 178.00 per SAC unit over 10 Permit#: Permit Fee: Date Received: Staff: J Cc: City of Eagan Finance Department Page 2 of 3 Use BLUE or BLACK Ink �c For Office Use City ofEaafl \‘,/ Permit comJ6. 3830 Pilot Knob RoadEagan MN 55122 'Date Received: - 3-I Phone:(651)675-5675 Fax:(651)675-5694 Staff: J 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 12/23/2016 Site Address: o d 3T7t r 4 VL IJ ( . ig- II Tenant: Massage Envy /C'C-') Suite#: Ote ' Property Owner ::- Name: Phone: z Name: Voss Utility& Plumbing License#: PC000306 v. Contractor Address: PO Box 240 City: HanoverState: MN Zip: 55341 Phone: 763-497-4577 Email: vossup@comcast.net —New —Replacement Repair —Rebuild —Modify Space _Work in R.O.W. Type of Nott — Description of work: Tenant Build Out COMMERCIAL 1 New Construction Modify Space Irrigation System(__yes/It no)(_RPZ/_PVB) • Rain sensors required on irrigation systems • • Avg.GPM �� (2"turbo required unless smaller size allowed by Public Works) 4 ` _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$19500.00 x.01 $60.00 Permit Fee Minimum 195.00 $60.00 PVB/RPZ Permit(includes State Surcharge) =$ Permit Fee _$ 9.75 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ 204.75 TOTAL FEE b . _ 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 _$ 204.75 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Steven Voss x//% Applicant's Printed Name Applica ' ignature FOR OFFICE USE v. m . .� �� , =z r 'fin 3 ,.. u of : _U� hn I� G p+l�tl n�� Gt�ttft ,,,,�- e�� of �j�'� Rl tm : M e iKlatt � • �Mfg ees � o ;,SI , _ Page 1 of 3 00 Ckec ------ 1111 UseBLUEor BLACK InkForOffice Use I,�il City o EaganI 3830 Pilot Knob Road RECEIVED Permit Fee: �� T '' Eagan MN 55122 g Date Received: eA� Phone:(651)675-5675 ; i— Fax:(651)675-5694 MAR 1 61017 L Staff: _ J 2017 MECHANICAL PERMIT APPLICATION t~ IC ID Plea e s bmit two(2)sets of plans with all/commerciiall apJplicaitions. Vic f Date: ' Z O 7 Site Address: 3 G 0 1 G°.h e, 1 �w Y l 3 O �`� LX130 Tenant: C-�v\' i4 1/4._. ! )r S Suite#: ie, Name: Phone: R'ti '1t/ t'ir Address/City/Zip: Name: V" L -�`' ce > C- License#: L • \„ Cq i i I Address: b ��5 P. I ' S b t�.�• Ci 11 ,�' �Yrj `� Con ty: .‘ ;,.%.,,,,,,_. - State: M /N( Zip: S. S`-1 Phone: CI ( ) o ,, t 1 , ‘‘'''',rt*:-. j Contact: n` �(c� Email: -/y« 1,� 0e ;„,,� �� LtS C.>� P Demolition New Replacement Additional Alteration Description of work �4C /Z )Ati 4,-‘ ' RESIDENTIAL COMMERCIAL lL ` - Furnace New Construction —Interior Improvement Air Conditioner Install Piping —Processed PBttt — - Air Exchanger 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 � 6v Contract Value$/' i x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal,includes State Surcharge =$ /g3- Permit Fee Surcharge=Contract Value x$0.0005 =$ / ` / Surcharge If the project valuation is over$1 million,please call for Surcharge =$ /��'U 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. .----"'.."-‘7"---f%,"rr' (,i .� x � x �. Applicant's Printed Name Applicant's ignature FOIA OFFICE 1,,Q=,� ��%4,� x-� � c$•..`,..3..-1'„ •° '� Required Inspect�lons i44- r7 erground Air Test °.., „ ,�, tis„ , A( LLSLS �- & - �7 - 0 ,- CC ( r J of t .k //ree,- 6 7 (/- :,),(1 (, - 3`20- \,"� � 11 " 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 3/20/2017 Site address: 3360 Central Park Village Dr. Tenant: Central Nails Suite#.(j_ ( J l�I1t 'S Phone: GC/Z- sofC-7O i 1 Name: unknown C Property Owner f Address/City/Zip: rcP° * ?*i,7'. e So Sa- 3000 i Applicant is: Owner Contractor Type of Work Description of work: add relocate fire sprinklers JConstruction Cost 1976.50 Estimated Completion Date: 3/24/2017 IName: Concept Fire Protection LLC. License#: C150 t 11741 Virginia Ave, N. Cham lin Contractor I Address: 9 City: P State: MN. Zip: 55316 Phone: 763-422-0691/Cell 612-722-1042 Mike Johnson mike@conceptfirellc.Com _I Contact: Email: FIRE PERMIT TYPE WORK TYPE • Y Sprinkler System(#of heads 10 ) _New Addition I I Fire Pump Standpipe � p_Alterations IRemodel Other. ,411/C'�ZOG.�T 5r/'i•v,�rirf AS/U��ldli._Other: 1 DESCRIPTION OF WORK: 0/Commercial _Residential —Educational t l FEES $60.00 Permit Fee Minimum Contract Values 1976.50 x.Ot II I Surcharge=Contract Value x$0.0005 =$ el t 00 Permit Fee d If the project valuation is over$1 million,please call for Surcharge /3, _$ t "l 1 Surcharge $100.00 Residential New(includes State Surcharge) =$ i ‘)/7 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 x /bete v-2 (1O£ .0", Applica _ ...__ PP 1 i I 6'd I.690-ZZt7-£9L uoi)oeload eau ldeouo3 gt£:Ol `L t.0Z aeW / L-77 FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In — Trip Pump Test Central.Station nai Conditions of Issuance: Permit Reviewed by #"`" Date: / / L Date: City of Eakan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RCEIVED FEB 1 3 2017 Use BLUE or BLACK Ink For Office Use Permit#: /LI/ 7i.//� Permit Fee:./ ,5— ' Date Received: Staff: /7 2017 COMMERCIAL BUILDING PERMIT APPLICATION . i , '-i) Existing) Suite #:. �l�l /OD Site Address: TM triotA RALI)� vitt.Acve Tenant Name: MAss& EAtivtoi Property Owner Type of Work Contractor Architect/Engineer Name: C S • (Tenant is: X New / Former Tenant: N /A Address / City 1 Zip: Soo W ash i v-4 toi, . P k Applicant is: Owner X Contractor Description of work: TC -%/160/‘ k Construction Cost. 11 Cl. DlY) Name: Address: State: I' -, N r Zip: �1 512. Phone: Mi InvNe a)o LiS g • ikt 1 d MA+ foo. Amu:a. Co t ng.41. 0 VI License #: � �} r"lGV1�/1�1"� 'g14tS FCA' City: M�.V14O & tl(1J4 4tS Phone: c 2- ' l- 3gb a 3 Contact: i\0.Ypv\ w&t Email: awl( viWeV J - (O 1/3,1 Name: 1 ► 1VI ti) Sl Registration #: Address: 1125° SntiO"n1 Wb"'d4'✓ ,7'"'' City: T�vtkS��' State: 0 14 Zip: i- 1 1 l i Phone: qitM 1 18 I SIC. !" SS6' Contact Person: E.11 1 S M 164"11:01 Email: tiw OW1, n wt �t n�esh4�u�IrliYts, { Licensed plumber installing new sewer/water LA-N4 Phone #: NOTE: Plans and supporting documents that you submit are considered to be public #nformation. Portions of the information may be classified as non-public if you provide specific reasons Mat would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Cali 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 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that l 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. �4jIdIDAI Applicant's Printed Name Applicant's Signature Page 1 of 3 --g&0141 M 141/4j c/.#/a) DO NOT WR`ITE�,2BELOW THIS LINE SUB TYPES Foundation Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change Public Facility — Exterior Alteration–Apartments Accessory Building Exterior Alteration–Commercial Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage DESCRIPTION Valuation 22Otof90. A -D Plan Review ✓ (25%_ 100% ) Census Code # of Units # of Buildings Type of Construction VA (V40,0 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Drain Tile Roof: _Decking Insulation _Ice & Water Final Framing 30 Minutes 1 Hour Fireplace: Rough In Air Test Final Insulation Sheetrock Windows Exterior Alteration–Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Final / C.O. Required Final 1 No C.O. Required Other: Pool: Footings _Air/Gas Tests _Final Siding: Stucco Lath _Stone Lath Brick EFIS Retaining Wall Erosion Control Concrete Entrance Apron Meter Size: Electronic Plans Required Final C1O Inspection:Sched� a Fi{e Marshal to be present: Yes No Reviewed By: , Planning New Business to Eagan: (� D Reviewed By: eae4ti ' , Building Inspector FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 14 774 .7c Storm Sewer Trunk //0 a - Sewer Trunk 1,is4 • i Water Trunk 211/85.a.t /D . a.-4 Sq1 • Po Street Lateral Street Water Lateral Other: TOTAL: Irp, S2 S • 'JO. Page 2 of 3 MCES IISE: Letter Reference: 17030384 Address ID: 704365 Payment ID: 399885 • Date of Determination: 3/3/17 Determination Expiration: 3/3/19 Greetings! Please see the determination below. Project Name: Massage Envy Project Address: 3360 Central Park Village Drive Suite It/Campus: N-1, Central Park Commons City Name: Eagan Applicant: Aaron Waller, RJ Ryan Construction Special Notes: none Charge Calculation: Office: 140 sq. ft. @ 2400 sq. ft. / SAC = 0.06 Massage: 10 stations @ 5 stations / SAC = 2.00 Total Charge: 2.06 Credit Calculation: Central Park Commons (SAC 7/16) Retail: 2956 sq. ft. @ 3000 sq. ft. / SAC = 0.99 Total Credit: 0.99 Net SAC: 1.07 —or — ?.rx '"LL 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: !Caron.ca,a 9ert@meic..state.mn.0 . Thank you, Karon Cappaert Administrative Specialist Please visit our SAC website by going to: http://wiivw.nmietrocnuncil.orr,/SACDro ram 390 Robert Street North I St Paul, MN 56101 1805 Ptmrtei 851.602 100G I Fax 851.802.1550 C TP( in 291,091144 ' onetrimourluil.nrg P,rr Equal' Cir" Iliad, hFt.. Erat ir4; ME ROPOLITA.IV 0 0 11 N C 1 L. Use BLUE or BLACK Ink City of Eaaau For Office Use 1 11) Permit#: /y� I / . Permit . 3830 Pilot Knob Road Eagan MN 55122 Phone: (651)675-5675 Date Received: Fax: (651)675-5694 Staff: J 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 12/19/16 Site Address: 3360 Central Park Village Dr., Eagan MN Tenant Name: European Wax Center (Tenant is: X New/ Existing) Suite#: 120 Former Tenant: None £� k CSM Corporation Phone: 612-395-700 4 ; Name: Pro` v. . Ow ' . Address/City/Zip: 500 Washington Ave., MPLS, MN Mh € Applicant is: X Owner Contractor o Description of work: Interior build-out of a European Wax Center Construction Cost: $142,000 Name: Terra General Contractors License#: Address: 21025 Commerce Blvd City: Rogers State: MN Zip: 55374 Phone: 612-366-1625 ' Scott Anderson sanderson@terragc.com 4 �.r Contact: Email: t Y Patrick Blees (arch.) @ CMA 18079 Name: Registration#: � A -; Address: 800 Washington Ave N # 208 City: MPLS .�® ear.. �"' t '. MN 55401-1148 State: Zip: Phone: 612-547-1350 Kelly F° ` 4. Kelly Giese k iese cmarch.com �� Contact Person: Email: g @ Licensed plumber installing new sewer/water service: Phone#: •1 OTE:Plans and apo $rig 41,.. r s i of you sub' ..> torr ? a riform . m rtrorr o ' Ole info tro ••• 4 ass + ; aro ; gi is v erovld'e r at would g City pr P. �' conclude •=$ y are tie . 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 coplete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand thismis 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 C bA ‘01/‘(-)6/?<- A X 2'l'Ze1 ill Applicant's Printed Name Applica is Signature Page 1 of 3 rcks- 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 Al, Valuation /4-27 W Occupancy 5 MCES System Plan Review V Code Edition ZO/S MEQ SAC Units //L611D1L-- (25%_100% ✓j Zoning1,-) City Water Census Code Stories / Booster Pump #of Units /:' Square Feet /G S 7 PRV / r `/ #of Buildings / Length Fire Sprinklers Type of Construction 1t'/3 Width REQUIRED INSPECTIONS Footings(New Building) V 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 i/ Framing 30 Minutes 1 Hour Erosion Control Fireplace: Rough In _Air Test Final Concrete Entrance Apron Insulation Meter Size: Sheetrock ✓ Electronic Plans Required Windows Final C/O Inspection: Schedule Fire Marshal to be present: ✓Yes No --`.. Z"----' Reviewed By: al-016' , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Water Quality Base Fee 11 34e.7C Storm Sewer Trunk Surcharge 7/•1 Sewer Trunk Plan Review 950•G f Water Trunk MCES SAC 2r `t'SS•°'o Street Lateral City SAC 11 0 •°" Street S&W Permit&Surcharge Water Lateral Treatment Plant 841.0 Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication TOTAL: 5 7/7• Z Page 2 of 3 MCES'USE:Letter Reference: 161215D4 Address ID:704366 Payment ID:398023 /(--7/0C Date of Determination: 12/15/16 Determination Expiration: 12/15/18 etings! Please see the determination below. Project Name: European Wax Center Project Address: 3345 Central Park Village Drive Suite#/Campus: N-2#200/Central Park Commons City Name: Eagan Applicant: Kelly Giese, CM Architecture Special Notes: None Charge Calculation: Massage/Treatment: 6 stations @ 5 stations/SAC= 1.20 Office: 158 sq.ft. @ 2400 sq. ft./SAC=0.07 Total Charge: 1.27 Credit Calculation: Central Park Commons (SAC 07/16)—3360 Central Park Village, Building N Retail: 1558 sq.ft. @ 3000 sq.ft./SAC=0.52 Total Credit: 0.52 Net SAC: 0.75 —or— 1 SAC Due ne 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 Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North ¢ t.Paul,WIN 55101 1£05 "hong 651.602.1000 I Fax 651.602.1550 T'i"Y51.291.0904 I malrocounoiLonj MFTROPOLITAN � ., crato ?o,ibi,t4 En ,nay C, c� la �v „,,;;VIM:* Q I,,, ' Pc, Use BLUE or BLACK Ink 1 For Office Use 9/gO Cit of Eapll 17. Permit#: ! APRe ? Permit Fee. 3830 Pilot Knob Road Eagan MN 55122 7 2017 /-f-7/7 Phone:(651)675-5675 Date Received: Fax:(651)675-5694 Staff: q _, 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION 3360 CENTRAL PARK VILLAGE DRIVE Date: 4/4/2017 Site Address: Tenant: MESSAGE ENVY Suite#: 100 I i Name: Phone: I I Property Owner Address/City Zip: L . _ Applicant is: Owner Contractor I Description of work: NEW PENDENT HDS FOR NEW TENANT 1 Type of Work 4000.00 05-01-17 Construction Cost Estimated Completion Date: Name: ESCAPE FIRE License C086 3000 CENTERVILLE ROAD LITTLE CANADA Contractor Address: City: I 1 i MN State Zip: Phone:55117 651-774-8874 _ , GREGORY M. PFEIFER GREGP@ESCAPEFIRE.COM Contact: Email.. I FIRE PERMIT TYPE /� WORK TYPE I I Sprinkler System(#of heads 37 _New —Addition I 1 Fire Pump —Standpipe Alterations / Remodel I Other: Other DESCRIPTION OF WORK: ) Commercial Residential —Educational FEES I $60.00 Permit Fee Minimum Contract Value$4000.00 x .01 B I Surcharge =Contract Value x$0 0005 = $ 60.©0 Permit Fee I If the project valuation is over$1 million, please call for Surcharge 2 = $ 0 Surcharge I . $100.00 Residential New(includes State Surcharge) _ $ 62.00 TOTAL FEE I, 3/4”Fire Meter-$290.00 = $ Fire Meter $62.00 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 n a 'ordance with the approved plan in the case• work which requires a review and approval of plans. / GREGORY M. PFEIFER All( /' x irr. x.�/ . Al Applicant's Printed Name Applicant's Sol' atu,/ ,IL(f - io FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test i/ Rough In Trip Pump Test Central Station (/ Final Conditions of Issuance: i ' a Permit Reviewed by: e Date: '. / /' ( 1 �� Use BLUE or BLACK Ink (LCI'LFor Office Use Lj 1 f\ 4111111* City Permit:ee /of EaF-, Permit . C% 3830 Pilot Knob Road r ' ' ' ,H Eagan MN 55122 Date Received: Lf-(t3` i i CC Phone:(651)675-5675 A� 1�� Fax:(651)675-5694 Staff: J 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 4/7/2017 Site Address: 3360 Central Park Village Drive Tenant: Suite#: Name: CSM Corp. CPC Bldg N Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor Type of Work Description of work: Add mechanical room access, burg &environmental with strobe light Construction Cost: Estimated Completion Date: Name: Wellington Security Systems License#: TS00657 Contractor Address: 5555 W. 78th St. Suite H City: Edina State: MN Zip: 55439 Phone: 612-822-4094 Contact: JudithEmail:jschmeling@wellingtonsecurity.com New Remodel Work Type V Addition Other: Alterations DESCRIPTION OF WORK: ✓ Commercial _Residential _Educational FEESContract Value$1081 '00 x.01 $60.00 Permit Fee Minimum =$ 60.00 Permit Fee Surcharge=Contract Value x$0.0005 =$ .5405 Surcharge* If the project valuation is over$1 million, please call for Surcharge =$ 60.54 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. --- cxi l /'`t— A, fctiltzi//4 .,,,„,-e__.. f„....../.: - v Applicant's Printed NameApplic'ant's Signature FOR OFFICE USE Reviewed By:f D t' -17-17 Required Inspections: Rough-In �' Final Fire Alarm Test Use BLUE or BLACK Ink,, [� ForOffice UsseCityof Eaiall f l Permit#: 3830 Pilot Knob Road , 7 201 Permit Fee: Eagan MN 55122 Date Received: i{—i--11 Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2017 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 01/19/17 Site Address: Central Park Village Drive Tenant: European Wax Center 5-6() Suite#: N-2#2439 AD- (:) Resident/ ner Name: Pat Anderson Phone: 612-8580-9181 Address/City/Zip: Name: Superior Companies of Minnesota Inc dba Superior Mechanica)_icense#: 1k/1—B004661 Contractor Address: 1244 60th Avenue NW City: Rochester State: MN Zip: 55901 Phone: 507-289-0229 Contact: Paul Van Tassel Email: pvantassel@superiormechanical.us X New Replacement Additional Alteration Demolition Type t ifwork Description of work: NOTE:Roof mounted and ground mounted ..I equipment is required,to be screen t enedby,City Code =contact the Mechanical I . $i formation n permittedreening me RESIDENTIAL COMMERCIAL Furnace X New Construction _Interior Improvement Per Air Conditioner _Install Piping it Ty _ Processed m Pe Air Exchanger X 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$ Z3�—'01) x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ Z37- Permit Fee =$ I 1.$S Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 1.14$ .rdS 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 Paul Van Tassel x \ Applicants Printed Name Applicant's Signature FOR �E Requ a ns r � c x � 3 a �� . i Beni ` Underground "fix ugh In ,; € _ ,, Testi 1 r Heat ..` , tAC r _X Cele C/C ( Use BLUE or BLACK Ink For Office Use / Jv C(may Permit#: / 360 "� ��"� 6 Permit Fee: /9"..s". 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Date Received: " I /7 Phone:(651)675-5675 Staff: Fax:(651)675-5694 APR 1 8 2017 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 01/19/17 Site Address:.3345-Eentral Park Village Drive Tenant: European Wax Center -C6 U Suite D1-2#200PrOperty /�U xName: Pat Anderson Phone: 612-850-9181 Name: Superior Companies of Minnesota Inc dba Superior Mechanical License#: PM642520 Cofactor Address: 1244 60th Avenue NW City: Rochester State: MN Zip: 55901 Phone: 507-289-0229 Email: egander@superiormechanical.us ,1-'4"-,141!':.'.41!T Of Work 1/ New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: COMMERCIAL X New Construction Modify Space Irrigation System( yes/_no)( RPZ/_PVB) • Rain sensors required on irrigation systems PeOTqt TYPO ! • 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$ 139,00•°D x.01 $60.00 Permit Fee Minimum \�,q•cp $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee =$ (e 9 5 Surcharge Surcharge=Contract Value x$0.0005 145 Q TOTAL FEE If the project valuation is over$1 million, please call for Surcharge =$ Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Eric Gander Applicant's Printed Name Applic nt's Sig e �4 FOR'OOFFICE U`` Approved By , a 'Da'te: I ' Requi spe+cti � e Groun# Rough Irr 1.., „Air Test _Gas Test , : Find Requ ,Y .„ No . 1etet*„‘ Rad -.Read` Manometer " Wit Page 1 of 3 Use BLUE or BLACK Ink i For Officese cty, of aa 4. Permit it:AL5 —4 i ----' . -1- I1 /. 5 7, 3830 Pilot Knob Road Permit Fee: f Eagan MN 55122 Phone: (651) 675-5675 Date Received: Fax: (651)675-5694 Staff: ._, 2017 MECHANICAL PERMIT APPLICATION Fi'' Please submit two (2) sets of plans with all commercial applications. Date: 4 ‘—17 Site Address: -33 .0 e_rx..i,,,( 4i ( e -0,,, _ c,t _ __ Name: Resident/Owner Address I City/Zip: N ame: VlitS>c)C.Rti..) Phone: License#: Contractor Address: 18'7 ICI' - C.. -it-00,,, City: C2-- -7 Pilit--5 State: M -) Zip: Phone:55 /ti .. ?,...„ ..,, zr5T‘.) - 1- Email: Ril New Replacement Additional Alteration t( 6111' Demolition Type of Work Description of work: fle-VmVW-di C'*4 Aj i'''*1 Sw- L4.' Pi NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction 74:Interior Improvement Permit Type _Air Conditioner Install Piping Processed Air Exchanger 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$ (5 --60C) x .01 $60.00 Permit Fee Minimum .(,,---0,..— $75.00 Underground tank installation/removal,includes State Surcharge '$ I i--) Permit Fee 7 5- =$ z) c Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge $ '---*/ = tty ii 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_„....------ _ Applicant's Printed Name Applitanfs-- nature „,. FOR OFFICE USE z.i ,....7 Required Inspections: - Reviewed By: ...'' Date: /)-r 7 / ,..- Underground 4r rRough In Air Test Gas Service Test In-floor Heat AA Final HVAC Screening .... ...____„........_ Use BLUE or BLACK Ink `1"th' For Office Use v Permit �� I City Of EaaanQ Permit Fee: L/20 66 3830 Pilot Knob Road Eagan MN 55122 Phone: (651)675-5675 APR 1 7 2011 Date Received: ,/ / Fax: (651)675-5694 Staff: J 2016 MECHANICAL PERMIT APPLICATION J27874 ❑ Please submit two(2)sets of plans with all commercial applications. Date: to_l7 Site Address:3360 CENTRAL PARK VILLAGE DR Tenant: CPC BUILDING N Suite#: Name: Phone: 1del. 't? r:_ Address/City/Zip: Name: MODERN HEATING &AIR CONDITIONING License#: N/A 2318 FIRST ST NE MINNEAPOLIS ContractoC Address: City: 014'MN 55418 612-781-3358 > State: Zip: Phone: ) 1L6 4/ // Contact: JIM TURPIN Email: JTURPIN@MODERNHTG.COM New Replacem nt Additional P'+�.�*;^^ Demolition r. T of Work Description of work: XQ0 .C3 /1/l s NO :.Ro f mounted and m - ui.;. T ' . , , , tease co t the Mech un a In c ,, ..:,t : ri eA�m, tv`e l` ,, ; RESIDENTIAL COMMERCIAL Furnace New Construction _Interior Improvement e Type _Air Conditioner Install Piping Processed _Air Exchanger 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?7 0(� i x...1 $60.00 Permit Fee Minimum 1-7.00b $70.00 Underground tank installation/removal =$ V Permit Fee =$ ' Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 11-c20 - 6 0 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 JIM TURPINx ��.� �'S Applicant's Printed Name Appli' :TK��.nature 3� C ,}tea �' S�I7"1 Is `, r ©I �dI USE I _ :'//ir �tt'��UfeE�Il (leL�hQrl$ � �a 4 ' t ndergrounfd , '' Rc h tiro r Air T st ' ., "Test yrs,_ ',. 'h .,.,i . ,ri„•®�' ` .. Au„,,,,,„„,,,,,,,,, , Use BLUE or BLACK Ink EaaallFor Office Usse�C1]ty (n�Uf Permit#: �N/D7/.5 3830 Pilot Knob Road Permit Fee: ". Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all cont ercial applications. Date: 5-15-17 Site Address: Central Park •�??i� t-. Dr Tenant: Building N 9)9Dtp0 Suite#: Property p rtY 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, Work — — — — Description of work: COMMERCIAL X New Construction Modify Space I/! ii16-� ✓ Irrigation System(_yes/_no)( RPZ/ PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Lit-3 bd Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type 1" Fire: 1 Avg.GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) =$ Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $65.00 Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ 495.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Steven Voss x Applicant's Printed Name Applicants Signature .-................._.-...-........... FOR OFFICE USE Approved y , ttatek Required inspections Under Ground;.- 1n#fou Irt .;, Air Test Gatx�Fes1i Ftt�ral i�F�V iguir�d es Meter Related!terns: Meter Size Radio Read N Manometer ... u St ',. Page 1 of 3 Peggy Fleck ) � 7/3 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, l U oftk 4,71 Brent has approved the following �� Six 1" irrigation meters 0 // 11 If 417 For: 3325 3345 -111P7f f Gid - L bG �, 3340 /4/ 7/') �cc� . y� -7p ` / n646-14--- 3360-r 1y7?/3 @,/�G, Al 3365--�'y�'1/�//Ate", 06 .7 :-.-.3380 Central Park Village Drive--/ f 7/S y� x Size of meters: " f't `- . : Sfeve Voss 763-497-4577 41>I76 0e C.JJ ( C v6 Meters will be housed; inside ,Je - E Please touch base with Steve Voss to confirm the permit and funds are in order. We have 1" meters in stock and e cane 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 [maiito:awaller(arjryan.com] Sent: Thursday, May 11, 2017 2:31 PM To: Brent Massmann; James Hauth 1 Use BLUE or BLACK Ink I, t" For Office Use 41' City Permit#: / , j Permit Fee: �'7 3830 Pilot Knob Road <9-0)7 Eagan MN 55122 Date Received: (-°�3 Phone:(651)675-5675 Fax:(651)675-5694 Staff: 6 o ei .., 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 1 /1i/I7 Site Address: T3314Celn he I it.rk Vt Ac--, A-1. s--(A,,k/3 61 c' Tenant: T( pxc Ceti Suite#: `" , 4 Aj'- Name: Phone: aP oe OWTI Address/City/Zip: -.-°:-'::::17A, ::k..,11°1:-c-,-,,_-11.,OAr Applicant is: Owner Contractor r0 71-4 f i L1Description of work: , a d/R 'c- A r.4.-, c,.".((s ' \ (,.1.S riti '4 Construction Cost: t) lW Estimated Completion Date: 3-1S-17 rr. Name: &r 117111-- Cowl v►;;+cs License#: Co7.S Address: S7S Lleck In',I y ,,hat." 14.CCity: 5�.444- pt...( State: /714 i4 Zip: SK(Ca Phone: 0.1-70q-haSr k- ' Contact: Chris 1461„..V./cllL Email: C..•kS1,1L../cr 42--Svr►M'►'tt.tcow'.CCiVPL FIRE P T TYPE WORK TYPE /Sprinkler System(#of headsZ.) New _Addition Fire Pump _Standpipe _Alterations Remo Other: _Other: DESCRIPTION OF WORK: Commercial _Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$ '�' x.01 Surcharge=Contract Value x$0.0005 =$ 1°11 Permit Fee If the project valuation is over$1 million, please call for Surcharge =$ /i�'S Surcharge $100.00 Residential New(includes State Surcharge) =$ 61,75 TOTAL FEE 3/4"Fire Meter-$280.00 =$ Fire Meter =$ TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x l tL/ „14101111111 - 111.1.-- Applicant's Prin ed Name plican 's Signature FOR OFFICE 1J E . r . i':" qtr REQUIRED1NSPECTIONS ,: ,. . . .µ = - :: :rw • Hydro.;tatic r Flow Alarm Drain Test Rough In ;;':;;';•--., .%S:1i =9 ..'*'., a.,- :1 t F t Pum 9 Tests. , Central statiiiE19 :f.'!.•..,'--;-:.::.-: r . .' . ''tuition„fl1 Iss1N1110 , ,: ♦ 9 "./":'.--.-1,: / £ au %'. ="rftiyx.. & ref- .Tr» 6 x �• Y3 ;•�♦ .:. K•tyx t�� : •a•„"`x`•»3.k'kr'"`4 . d,s"s.- e k�s+.x' P i#Reviewed ts, :� - : . :. . �� '' Datef s' 4 T� � � • l3 -7geLl PieliY' #11,6- A Non-Structural Steel Special Inspection Final Report Central Park Commons Building N Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 BRAUN May 22, 2017 INTERTECBraun 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. May 22, 2017 Project 81501149.00 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 N 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 N 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./FI1: CSM Corporation Project B1501149.00 May 22,2017 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(Report)dated June 25,2015, and submitted under Braun Intertec project number B1501149.The Building N footprint is located within the footprint of the former Lockheed Martin facility.As discussed in our Report,the boring that was performed in closest proximity to Building N was Boring ST-37. In our opinion,the soils encountered at Boring ST-37 were suitable for support of the required additional fill and anticipated structural loads. During the mass grading phase of the project,the exposed soils within and around the footprint of Building N were consistent with those encountered and described in our Report and were judged to be suitable for support of the required fill materials and building loads.Our firm also observed fill placement and performed and tested structural backfill placed within the building pad area of Building N.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 N,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those observed and tested during the mass grading phase of the project and (b)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 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. 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 May 22,2017 Page 3 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. 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, B4I11/4NTERTEC CORPORATION DMartin Principal-Senior Project Manager R eo-ei-‘,11/4444 J C.Kurpius,PE Project Engineer Attachment: Non-Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Craig Novaczyk;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: May 22,2017 Attention: Lane Wegener Project: Central Park Commons Building N 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 May 22, 2017 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. ell";11/1"111# Ppof / © L emo fa Joel C.Kurpius, PE E Project Engineer 43529 .87,License Number: 43523 !,0,Q, 5o May 22, 2017 �Z OF M` *``,� Attachments: Special Inspection Daily Reports dated June 9,2015 through September 28,2016 (non-sequential numbering,organized by date) BRAUN INTERTEC BRAUN Special Inspection Daily Report Report Date:/7/2015 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 Doddle Road Eagan,MN 55121 Special Inspection Activity Date: 06/09/2015 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 excavation of north end of retaining wall west of Building A. Observed thin layer of clayey sand(black,rather stiff)at or near proposed bottom of wall. Used visual and hand auger probes to determine suitability of material. Talked with Loren Braun about this layer. Determined that it was suitable to stay in place. Other soils encountered in excavation were clayey sands and poorly graded sands. Soils appear suitable for design loads. Performed compaction tests on fill placed in Buildings N and 0 as well as in Parking area east of Building N. Tests Performed Compaction tests Discrepancies noted from this inspection? YesO Nof Outstanding discrepancies on this project? Yes J No0 Report discussed with and sent to contractor? Yes El No[] Architect/engineer authorized changes to Yes J Nov❑ 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. (F."2 ICC Certification#:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily ReportReport Date:7/7/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation $1501149 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: 06/15/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed further excavation of retaining wall and pond east of Building V. Will evaluate soils at bottom of excavation when bottom of wall is reached. Performed compaction tests on fill placed in Buildings A,B,C,N and Parking lot east of Building P. Tests met or exceeded required standard. Tests Performed Compaction tests Discrepancies noted from this inspection? Year: No[3 Outstanding discrepancies on this project? Yes El NoD Report discussed with and sent to contractor? YesEJ Not Architect/engineer authorized changes to Yes t] Not 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. 4 ICC Certification IP 5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily ReportReport Date:7/7/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149' 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: 06/16/2015 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 Observed further excavation of retaining wall and pond east of Building V. Will evaluate soils at bottom of excavation when bottom of wall is reached. Performed compaction tests on fill placed In Buildings A,B,C,N,0 and Parking lot east of Buildings N and P. Tests met or exceeded required standard. Tests Performed Compaction tests Discrepancies noted from this inspection? YesO No Q Outstanding discrepancies on this project? Yes El No El Report discussed with and sent to contractor? YesO NoQ Architectlengineer authorized changes to Yes 1:3 No'Q 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 Special Inspection Daily ReportReport Date:7m2015 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: 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 No0 Outstanding discrepancies on this project? Yes NoO Report discussed with and sent to contractor? Yes No E3 Architect/engineer authorized changes to Yes D 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. (r-'2' /i ICC Certification it:5258583 Brian Petersen Page 1 of 1 BRAUN S ecial Inspection Daily Report 13 Report Date:7/11/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149 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: 06/24/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Met contractor to discuss plan of attack for deep excavations in Buildings C and D. Performed compaction tests on fill placed in Buildings N,P,Outlet A and Parking area east of N. Tests me or exceeded required standard. Tests Performed Compaction Tests Discrepancies noted from this inspection? Yes El NoE:1 Outstanding discrepancies on this project? Yes I=1 N0Q Report discussed with and sent to contractor? Yes': No ID Architect/engineer authorized changes to Yes fl No D 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#:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily Report 1 5 Repot Date:7/1112015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149 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: 06/25/2015 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? YesI Nol: Outstanding discrepancies on this project? Yes O NoQ Report discussed with and sent to contractor? YesO NoQ Architect/engineer authorized changes to Yes El 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 Special Inspection Daily Report 17 Report Dae: /1 /2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Doddie Road Eagan,MN 55121 Special;Inspection Activity Date: 06/30/2015 Project Manager: Braun,Loren Technician: Petersen,Brian Weather: Sunny City Of: Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed soils at excavation bottom for Buildings C and 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 Building N and in parking lot east of Building M. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes E] No El Outstanding discrepancies on this project? Yes El Nog Report discussed with and sent to contractor? YesQ No Architect/engineer authorized changes to Yes[3 Nog approved plans?(See description of work completed) To the best of our knowledge,workinspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. ICC Certification ix:525S583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily ReportReport Date:7/13/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 91501149 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: 07/08/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed soils at excavation bottom for Building D and retaining wall to the west and 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 Building N,in parking lot east of Buildings M and N on watermain trench on west side of site. Tests met or exceeded required standard, Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this Inspection? Yes No0 Outstanding discrepancies on this project? YesO NoQ Report discussed with and sent to contractor? YesO NoQ Architect/engineer authorized changes to YesO NoE 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#:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily ReportReport Date:?/13/2 5 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149` 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 Spacial inspection Activity Date: 07/09/2015 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 soils at excavation bottom for Building D and 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 Building N,in parking lot east of Building N and on watermain trench on west side of site. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? YesO Noo Outstanding discrepancies on this project? Yes IJ No Report discussed with and sent to contractor? YesD NoQ Architect/engineer authorized changes to YesD Norj 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 U:5258583 Brian Petersen Page 1 of 1 S ecial Inspection DailyReport 25 BRAUN p p p Report Date:7!13!2415 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: 07/11/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 90 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 Discrepancies noted from this Inspection? Yes No0 Outstanding discrepancies on this project? YesO No Report discussed with and sent to contractor? Yes El NoQ Architect/engineer authorized changes to Yes El No E3 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#:5258583 Brian Petersen Page 1 of 1 BRAU Special Inspection Daily Report 26 Report Dat :7/16/2015 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 Doddie Road Eagan,MN 55121 Special Inspection Activity Date: 07/15/2015 Project Manager: Braun,Loren Technician: Petersen,Brian Weather: Sunny City Of: Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Construction of wall west of Buildings A through D started today. Observed soils at bottom of retaining wall west of Buildings A through D. Used visial and hand auger probes to determine suitability of soils. Soils encountered were poorly graded sand with silt, fine to medium grain with gravel,brown,rather dense. Soils appear suitable for design loads. Performed compaction tests on fill placed in Buildings C,D and N. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes0 No1-1 Outstanding discrepancies on this project? Yes No El Report discussed with and sent to contractor? Yes J No Q Architect/engineer authorized changes to Yes Ej No 0 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 6:5258583 Brian Petersen Page 1 of 1 27 BRAUN Special Inspection Daily ReportReport Date:7/21/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 111501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/16/2015 Project Manager: Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 70 Coverage Frequency Notes Soils Periodic Description of Work Completed Construction of Retaining wall#2(west of Buildings A-D)continues. Excavation for retaining wall#1 (west of Building V)almost complete. Small area at far south end encountered unsuitable soils. Soils were silty clays,black,rather soft. Sols were removed. Compaction tests were performed on fills placed in Buildings C, D,N,0 and P. Tests met or exceeded required standard, Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes D No Outstanding discrepancies on this project? Yes No 0 Report discussed with and sent to contractor? YesEl No O Architect/engineer authorized changes to Yes0 Not 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 ICC Certification ft:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily ReportDeport Date:7/21no 5 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special inspection Activity Date: 07/17/2015 Project Manager: Martin,Dan Technician: Petersen,Brian ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 90 Coverage Frequency Notes Soils Periodic Description of Work Compfe ed Observed excavation bottoms for Building E. Used visual and hand auger probes to determine suitability of soils, Soils appear suitable for design loads. Compaction tests were performed on fills placed in Buildings C,Di K,L,M,N,0 and on retaining wall#2,. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes No� Outstanding discrepancies on this project? YesEj No El Report discussed with and sent to contractor? Yes0 No ID Architect/engineer authorized changes to Yes r=1 No El 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. ...e- (2.--4„,,,,, ICC Certification tt:5258583 Brian Petersen Page 1 of 1 { BRAUN Special Inspection Daily ReportReport Date:7/21/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149,00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/20/2015 Project Manager: Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of Eagan,MN Temperature: 80 Coverage Frequency Notes Soils Periodic Description of Work Completed Construction of retaining wall#2 continues. Correction of retaining wall#2 continues to north side of Building D. Compaction tests were performed on fills placed in Building N,parking lots east of buildings M and N,parking lots south of building P and on retaining wall#2. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes J No Outstanding discrepancies on this project? Yes No E1 Report discussed with and sent to contractor? YesD NoQ Architect/engineer authorized changes to Yes' Not 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. µms: ICC Certification th 5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection DailyReport 31 ' i? p p Report Date:7/31/2015 INTERTEC Bloomington Client; Project: 11001 Hampshire Avenue S CSM Corporation 81501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/22/2015 Project Manager: Martin,Dan Technician: Petersen, Brian-ID;5258583 Weather: Sunny City Of: Eagan,MN Temperature: 80 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed continued work on Retaining Wall#2. Observed excavation bottom for Wall#2 correction north of Building Pad D. Used visual and hand auger probes to determine suitability of soils. Soils appear suitable for design loads. Performed compaction test,on fill placed in Buildings E,N and parking lot north of Building K. Tests met or exceeded required standard. Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes No0 Outstanding discrepancies on this project? YesEj No0 Report discussed with and sent to contractor? Yes El NoEj Architect/engineer authorized changes to Yes 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. ICC Certification it:5258583 Brian Petersen Page 1 of 1 S ecial Inspection DailyReport 33 BRAUN p p p Report Date:7/31/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 51501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/24/2015 Project Manager: Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan, MN Temperature: 90 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed partial excavation bottom for south edge of Building V. Per Braun Executive Summary,undocumented fill soils needed to be excavated to 4'down from building subgrade. Soils excavated and will be placed back into excavation after excavation complete. Performed compaction tests on fill placed in Buildings E,M,N and parking lots north of Building K Tests met or exceeded required standard. Tests Performed Compaction Tests Discrepancies noted from this inspection? Yes❑ NoOutstanding discrepancies on this project? Yes El No Report discussed with and sent to contractor? Yes El Not Architect/engineer authorized changes to YesO 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#:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC TbeSefeeceY Build On. 11001 Hampshire Prenue S alent: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation 81501149.10 500 Washington/venue South,Suite 3000 Central Park Commons Building N Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:09/12/2016 City of:Eagan,MV Report Number:1 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 73 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 exterior footings,grid 6 from X to C.2,X to A from 1 to 6, 1 to 6 from a to C.1,C to C.1 from 1 to 2.6.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: Slump,Air,Temperature,cast set#215 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. /4—¢ K«, e.: s�sgg s Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science You Bad 0o. 11001 Hampshire Aenue S orient: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation 81501149.10 500 Washington Aenue South,Suite 3000 Central Park Commons Building N Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:09/15/2016 City of:Eagan,MN Report Number:2 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Mather:Sunny 72 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 exterior footings,grid C from 2.6 to 6;interior column pads,grid B-2,B-3, B-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: Slump,Air,Temperature,cast set#216 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. ICCce,tir.c fon Y: a'g S Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The YO 11001 Hampshire Avenue S aient: Project Mnneapolis,NN 55438 Phone:952-995-2000, CSM Corporation 81501149.10 500 Washington A.enue South,Suite 3000 Central Park Commons Building N Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,Md 55123 Activity Date:09/22/2016 City of:Eagan,MV Report Number:3 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Cloudy 66 Coverage Frequency Notes Concrete Construction Continuous Architect/engineer authorized changes to approxed plans?:No Work Completed Description: Observed the reinforcing and concrete placement for the exterior foundation wall,grid X from 1 to 5.4,C.2 from 1 to 5, 1 from X to C.2. Tests Performed: Slump,Air,Temperature,cast set#218,#219 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/Venue S Client: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation 81501149.10 500 Washington Paenue South,Suite 3000 Central Park Commons Building N Mnneapolis,MJ 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:09/28/2016 City of:Eagan,MN Report Number:4 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Cloudy 63 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 foundation wall,grid X from 5.4 to 6,C.2 from 5 to 6,6 from X to C.2. Tests Performed: Slump,Air,Temperature,cast set#220 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. ILC Certification Mc a/se $" Page 1 of 1 � Pad A Structural Steel Special Inspection Final Report Central Park Commons—Building N NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 May 22, 2017 BRAUN Braun Intertec Corporation INT^RTEc The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 iNTE RTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. May 22, 2017 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 N 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 N 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-made welded connections was conducted in accordance with the requirements of AISC 360,Chapter N, Section 5.4,the current AWS D1.1, and project plans and specifications. CSM Corporation Project B1501149.00 May 22,2017 Page 2 Tension-Control Bolted Connection Tension-control bolted connection observations were conducted in general accordance with the AISC 360,Chapter N,Section 5.6.We observed and documented that bolt holes were filled,correct bolts were used, nuts were fully engaged, and 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. Threaded-Through Bolt Connection Threaded-through bolt connection observations were conducted in general accordance with the AISC 360,Chapter N,Section 5.6. Observations were performed after installation of the threaded through bolts to document they were installed as required in the project documents, placement was correct, correct bolts were used, nuts were fully engaged, adjoining plies were in contact with one another,and nuts were snug tight. Metal Deck Weld and Fastener Metal deck weld observations were conducted in general accordance with the requirements of AISC 360, Chapter N,Section 6,the current AWS D1.3, and project plans and specifications. Items reviewed included the quality,size,and spacing of the welds. In addition,the location and completeness of the side lap fastener installation were observed and evaluated. Column Anchor Bolt 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 B1501149.00 May 22,2017 Page 3 General In performing its services,Braun lntertec 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 ---VOL/4—ykcia_boy: Daniel Graham ICC Certi 0 d Special Inspector- tructural Steel and Welding Christopher R. Kehl,PE Principal—Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Craig Novaczyk;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 The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan Date: May 22, 2017 Attention: Mr. Dan Ullom Project: Central Park Commons—Building N 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 81501149.00 May 22,2017 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 the laws .f,the State of Minneso nu /40 i� de/. '41. g P ERERR%. s ristopher R. Kehl, PE s : �L.PE •Vii, Principal—Senior Engineer 31.1)**. q ' License Number:43459 l' '•a May 22,2017 A'f��'xxxxr�r� s.twi►�t�p``,ia< Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 BRAUN INTERTEC BRAUN. 6.32.4 Rev.1 Issue:5/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#1 Observation Date: 11/16/2016 Project Name: Central Park Commons Project No.: 81501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building N 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-C.2 1-6. No discrepancy noted 2) A325 3/4"tension control bolts at Roof Level Grid A-C.2 1-6. No discrepancy noted 3) Moment plate fillet welds at perimeter of building Roof Level Grid A-C.2 1-6 per sheet S401N.No discrepancy noted 4) Anchor bolts at Foundation Level Grid A-C.2 1-6 plies in direct contact with full nut engagement present. 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 Givento Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com I ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: -.__" Graham, Dan I.D.No.: 1054095 51&S2 BRAJ11 6.32.4 Rev.1 Issue;6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#2 Observation Date: 12/16/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building N Weather: Sunny Temperature: 5 °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) Puddle welds and side lap fasteners at Roof Level Grid A-C.2 1-6. No discrepancy noted 2) A325 3/4"tension control bolts at Canopies Grid A-C.2 1-6. No discrepancy noted 3) Horizontal tube steel fillet welds at Grid A-C.2 1-6. No discrepancy noted 4) Thru bolts on plate at perimeter Grid A-C,2 1-6 plies in direct contact with full nut engagement present. No discrepancy noted List tests performed: Visual •Are there any discrepancies noted from this day's observations? No • Are there any outstanding discrepancies on this project? No If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: I.D.No.: 1054095 51&S2 graham, Dan • BR AU N 6.32.4 Rev.1 Issue:6/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#3 Observation Date: 12/28/2016 Project Name: Central Park Commons Project No.: 131501149.00 Project Address: Braun lntertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building N Weather: Sunny Temperature: 35 °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) Tube steel kicker fillet welds at Screen Wall Grid B.3-C 1-2 details 4/S404,5/S404 and SER reviewal with Mr. Leo Schaefers fillet welds only required on 3 of 4 sides. No discrepancy noted 2) Brick relief angle fillet welds at Screen Wall Grid B.3-C 1-2 details 4/S404,5/S404. No discrepancy noted 3) Hexhead bolts with Fabeeka Tim Structural Break Bushings&Washers at Screen Wall Grid B.3-C 1-2 details 4/S404, 5/5404. No discrepancy noted 4) Sunshade plate extension to tube steel fillet welds. No discrepancy noted List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: .fl I.D.No.: 1054095 51862 BRAUN 6.32.4 Rev.1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#4 Observation Date: 1/16/2017 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building N Weather: Partly Cloudy Temperature: 25 °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) Window sill tube steel/angle fillet welds at perimeter. Weld quality fund acceptable List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above, Graham, Dan Signed: I.D. No.: 1054095 51862 ,8,;7*- 1370/4- 441111°P Cit 370/y- Cit of Eau Memo # 31 TO: Jill Hutmacher,Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections .. Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities -)Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources :, Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 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: D Yes 0 No Water Quality Dedication Meter Size: O Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters • 411,111 City of Etall. WeMo # 31 TO: Jill Hutmacher,Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 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 0 No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance (7_ ,J 64).4:444.4_ Josh Wilske 1Ya�++r� 2016.06.16 15:37:20-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Michael Grannes From: Josh Wilske Sent: Thursday,June 16, 2016 3:37 PM To: Michael Grannes Subject: RE: Emailing -Initial Plan Review Memo - 2016 Master.pdf Attachments: Initial Plan Review Memo -2016 Master-jw.pdf See attached for signed form. Note as part of the planned development agreement,the building's electrical/mechanical room must be connected to the site conduit system with two 3" conduits .This would typically be shown on the electrical sheets,which are not included with our set. Josh From: Michael Grannes Sent:Thursday,June 16,2016 11:12 To:Aaron Nelson<anelson@cityofeagan.com>; Darrin Bramwell<DBramwell@cityofeagan.com>; Dave Westermayer <DWestermayer@cityofeagan.com>; Eric Macbeth<EMacbeth@cityofeagan.com>; Gregg Hove <GHove@cityofeagan.com>; Gregg Thompson<GThompson@cityofeagan.com>;Jared Flewellen <iflewellen@cityofeagan.com>;Jill Hutmacher<ihutmacher@cityofeagan.com>;Joe Gibbs<JGibbs@cityofeagan.com>; John Gorder<JGorder@cityofeagan.com>;Jon Eaton<JEaton@cityofeagan.com>;Josh Wilske <JWilske@cityofeagan.com>; Leon Weiland <LWeiland@cityofeagan.com>; Mike Fineran <MFineran@cityofeagan.com>; Mike Ridley<MRidley@cityofeagan.com>; Russ Matthys<RMatthys@cityofeagan.com>; Scott Peterson<SPeterson@cityofeagan.com> Subject: Emailing- Initial Plan Review Memo-2016 Master.pdf 1 401111' City of Etali memo # 31 TO: Jill Hutmacher,Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Corder, 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: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 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 0 No Park Dedication ❑ Yes 0 No Trail Dedication ❑ Yes No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering&Finance Digitally signed by Gregg Hove Gregg Hove`Date:2016.06.1614:47:38 oo0 6-16-16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaali Meso # 31 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering&Finance 3--/4 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 401' City of Eaafl Mello # 31 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 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 El Yes ❑ No Landscape Security Required Zoning: ❑ Yes No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Eric Macbeth ftN oulmas m J�macEi (eaga=NS 6/28/2016 Date:2016.06.26 12:46:38-05'06' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Memo # 31 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes El No Landscape Security Required Zoning: El Yes ❑ No Water Quality Dedication Meter Size: El Yes El No Park Dedication 0 Yes El No Trail Dedication El Yes El No Tree Dedication El Yes ®, No PRV Required KI Yes ❑ No REF Reconciliation between Engineering &Finance Os( -7/(.9 (.6 Signatu/e Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of EtanMeso # 31 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building N CPC Sub Type,Work Type: Shell Building Address: 3360 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. 6,973 sf/ 1,000 =6.973*$912=$6,359-$2,385(37.5% of 6,359)= $3,974 park dedic. due Sent e-mail to architect with questions about labeling of materials on Elevations (Sheet A401 N), and scale on Sheet A201. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: PD LI Yes No Water Quality Dedication Meter Size: VI Yes ❑ No Park Dedication $3,974 ❑ Yes VI No Trail Dedication ❑ Yes No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4 Pam Dudziak From: Pam Dudziak Sent: Friday,July 22, 2016 12:37 PM To: Natina James (Natina.James@rsparch.com); 'Johannson,John' Cc: Craig Novaczyk; Michael Grannes Subject: CPC Village— Bldgs K, N & M Attachments: SKM_C654e16072212410.pdf Hi John and Natina, I am finishing up my review of the Building Permit submittals for Bldgs. K, N & M, and have a few questions and comments. Natina, Bldg. N—On the Building Elevations (Sheet A401N),are the two types of stone labeled correctly?The labels and symbology don't seem to match,and the labeling doesn't match with what is shown on the Final PD Elevations. Specifically,what is labeled as STN-3 looks like the smooth stone, but the key identifies STN-3 as"split-face random ashlar." Similarly,the pattern that looks like the split face random ashlar is labeled as STN-2,which is"silver shadow veine 0815/ALISP—smooth 80 grit". Please double check this. Bldgs. N & M—Sheet A201 (I was reviewing for the RTU placement), please check the scale on these two plan sets. Both identify the scale as 1/16", but scale measures at 1/8". John, All three Buildings K, N & M will have Park Dedication associated with them which will be included in the fees charged at time of permit issuance, calculations based on the building square footage at 2016 rates and with the 37.5%credit. We did not include a landscape financial guarantee for the Village with the overall letter of credit obtained with the development contract at the time of the initial Final Subdivision. For this reason, I will be collecting one landscape escrow per City Code ($7,500)with one of the permits for the entire Village lot. I did not collect a landscape escrow with Bldgs. L,0 and P2, so I will add it to the Bldg. K Permit. Is CSM doing the site work including landscaping for the Bank of America building(Bldg. P1)? If not,then I will collect a separate landscape escrow for Bldg. P1 when that Building Permit application comes in to hold Bank of America responsible for installation of the landscaping around that building. Thank you, Pam Pamela Dudziak I Planner I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1651-675-5691 1651-675-5694(Fax)I pdudziak(a�cityofeacian.com My of n 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 4,10. City of Eaall June 20th 2016 RJ Ryan 1100 Mendota Heights Road Mendota Heights, MN 55120 Re: Building Shell N (Central Park Village) 3360 Central Park Village Drive Dear Mr. Waller; We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report and is limited to the plans that were supplied to the City of Eagan. Unless otherwise noted, all references are to the 2015 Minnesota Building Code (MSBC)which has adopted, with amendments, the 2012 International Building Code. It is our goal that this review will help you in complying with the applicable codes and we are, therefore,requesting that the following items be addressed: 1. Change the code page to properly reflect the plans were reviewed based on the 2015 Minnesota Fire Code (plans show 2007 Minnesota Fire Code). Provide two sets of the above referenced plans to the building inspection department for further review. If you have any questions concerning this letter, please contact me at (651) 675-5676 Monday through Friday 8:00 am to 4:30 pm or email me at mgrannes@cityofeagan.com. Sincerely, Mike Grannes Senior Building Inspector Cc: Dale Schoeppner, Building Official .4/' 0 /376/II � gs A Non-Structural Steel Special Inspection Final Report Central Park Commons Building N Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 BRAUN May 22, 2017 IN 1 E DTE C Braun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 iI\11 E RTE C Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. May 22, 2017 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 N 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 N 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 131501149.00 May 22, 2017 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(Report)dated June 25,2015, and submitted under Braun Intertec project number B1501149.The Building N footprint is located within the footprint of the former Lockheed Martin facility.As discussed in our Report,the boring that was performed in closest proximity to Building N was Boring ST-37. In our opinion,the soils encountered at Boring ST-37 were suitable for support of the required additional fill and anticipated structural loads.During the mass grading phase of the project,the exposed soils within and around the footprint of Building N were consistent with those encountered and described in our Report and were judged to be suitable for support of the required fill materials and building loads.Our firm also observed fill placement and performed and tested structural backfill placed within the building pad area of Building N.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 N,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those observed and tested during the mass grading phase of the project and(b)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 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. 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 May 22,2017 Page 3 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. 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, ` 'UN INTERTEC CORPORATION f 1 Daniel . Martin Principal-Senior Project Manager Jo- .Kurpius,PE Project Engineer Attachment: Non-Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Craig Novaczyk;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 R AU N Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INITER1 E 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: May 22, 2017 Attention: Lane Wegener Project: Central Park Commons Building N 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 May 22, 2017 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. ��t��ttitii+�ttjtri#- ,449 Otsi/ Y 4 MOM s4 Joel C.Kurpius, PE Project Engineer X9529yrs License Number 43523 ,ss, }.; May 22,2017 100, OFMSkftsittn ` ttiOw Attachments: Special Inspection Daily Reports dated June 9,2015 through September 28, 2016 (non-sequential numbering,organized by date) BRAUN INTERTEC sa` A Structural Steel Special Inspection Final Report Central Park Commons—Building N NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation } Project B1501149.00 BRAUN May 22, 2017 ITE RTE Braun Intertec Corporation The Science You Build On, BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 I N 1 E BTECBuildMinneapolis,MN 55438 Web: braunintertec.com ff The Science You Build May 22, 2017 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 N 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 N 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-made welded connections was conducted in accordance with the requirements of AISC 360,Chapter N,Section 5.4,the current AWS D1.1, and project plans and specifications. AA/DOE CSM Corporation Project B1501149.00 May 22, 2017 Page 2 Tension-Control Bolted Connection Tension-control bolted connection observations were conducted in general accordance with the AISC 360, Chapter N,Section 5.6.We observed and documented that bolt holes were filled,correct bolts were used, nuts were fully engaged, and 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. Threaded-Through Bolt Connection Threaded-through bolt connection observations were conducted in general accordance with the AISC 360,Chapter N,Section 5.6. Observations were performed after installation of the threaded through bolts to document they were installed as required in the project documents, placement was correct, correct bolts were used, nuts were fully engaged, adjoining plies were in contact with one another,and nuts were snug tight. Metal Deck Weld and Fastener Metal deck weld observations were conducted in general accordance with the requirements of AISC 360, Chapter N,Section 6,the current AWS D1.3, and project plans and specifications. Items reviewed included the quality,size, and spacing of the welds. In addition,the location and completeness of the side lap fastener installation were observed and evaluated. Column Anchor Bolt • 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 B1501149.00 May 22,2017 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 .....-)(41,1_ Daniel Graham ICC CerjtiiJ/Jy]pLd Special Inspector tructural Steel and Welding Jy ` r 6 Christopher R. Kehl,PE Principal—Senior Engineer Attachment: Structural Steel Special Inspection Final Report fi c: Lane Wegener; City of Eagan fi Craig Novaczyk;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 NTE RTEC BRAUN AUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INITSBTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan Date: May 22, 2017 Attention: Mr. Dan Ullom Project: Central Park Commons—Building N 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 May 22,2017 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 the laws •f.the State of Minneso wu+ / .spo'4, 3` C!HR ppN,E i R ristopher R. Kehl, PE = KEHL,PE '+ °`. Principal—Senior Engineer ? * q 0 :t License Number:43459 *`+ .' ,� May 22,2017 t'tr„r iibt +t` '�� {,tt Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 BRAUN INTERTEC HVAC Simplified Approach Option Part I Project Name:CPC Building N Project Address:3360 Central Park Village Drive Date:3/7117 City:Eagan Zip:55418 HVAC System Designer of Record:Modern Heating&A/C Telephone:612-781-3358 Contact Person:Jim Turpin Telephone: Qualifications pl (g)All HVAC equipment is controlled by a ❑ (k)Piping is insulated in accordance with �( manual changeover or dual setpoint Tables 6.8.3A and 6.83B.Insulation J3l The building is 2 stories or less in height thermostat, exposed to weather is suitable for outdoor and has a gross floor area is less than service.Cellular foam insulation is 25,000 ft2(2,323 m2),and Jot (h)Heat pumps equipped with auxiliary protected from water and solar radiation. �, Internal electric resistance heaters(if any) �( X All HVAC systems comply with Section either have controls to prevent pl Exception:Piping is located within 6.3.2. supplemental heater operation when the manufactured HVAC units. Requirements heating load can be met by the heat ) ( (I)Ductwork and plenums are insulated in pump alone or are regulated by NAECA accordance with Tables 6.8.2A and 6.8.2B X (a)All systems serve a single HVAC and meet the requirements of Table and sealed in accordance with section zone. 6.8.1B. 6.4.4.2.1 )3( (b)The equipment meets the variable X (i)The system controls do not permit X (m)Construction documents require air airflow requirements of Section 6.4.3.10. reheat or any other form of simultaneous systems to be balanced in accordance with �( heating and cooling for humidity control. industry-accepted procedures. Jot (c)Cooling(if any)is provided by a X (j)Systems are provided with a time }}��(( unitary packaged or split-system air switch that(1)can start and stop the t (n)Outdoor intake and exhaust systems conditioner that is either air-cooled or system under different schedules for meet the requirements of Section 6.4.3.4. evaporatively cooled and meets the seven different day-types per week;(2)is (o)Where separate heating and cooling efficiency requirements shown in Table capable of retaining programming and equipment serve the same temperature 6.8.1.List equipment in the table below. time setting during a loss of power for a zone,thermostats are interlocked to (d)All HVAC systems meet the period of at least 10 h;(3)includes an prevent simultaneous heating and cooling. accessible manual override that allows economizer requirements of Section temporary operation of the system for up ❑ (p)Systems with a design supply airflow 6.5.1 to 2 h;(4)is capable of temperature greater than 10,000 cfm(4,700 Us)have setback down to 55°F(13°C)during off optimum start controls. X (e)Heating(if any)shall be provided by hours;and(5)is capable of temperature ��(( a unitary packaged or split-system heat setup to 90F( 32°C)during off hours. Jit (q)The systems comply with the demand pump,a fuel-fired fumace,an electric control ventilation requirements in Section resistance heater or a baseboard system ❑ Exception:System serves 6.4.3.9. connected to a boiler.Hydronic heating if hotel/motel guest rooms. used serves a single zone. All heating equipment meets the efficiency ❑ Exception:System operates requirements of the Standard.List continuously. equipment in table below. ❑ Exception: System has both a J3( (t)The HVAC systems meet the exhaust cooling or heating capacity less than air energy recovery requirements of 15,000 Btu/h(4.4 kW)and a supply Section 6.5.6.1. fan motor power greater than 3/4 hp. Equipment Efficiency Heating Cooling Airside econ7 System Mfg.& Equipment Rated Rated Minimum Rated Rated Minimum (Y,N/A or Econ.Min. Tag(s) Model No. Type Capacity Efficiency Efficiency Capacity Efficiency Efficiency except#) Efficiency N-3 Bryant 581JF Rooftop 115,000 83% '?S j, 36,000 15.5 (y,0 Y N/A N-3 Bryant581JF Rooftop 115,000 83% 787, 48,000 15.2 13,4 Y N/A N-2 Bryant 581JF Rooftop 115,000 83% 7g' 60,000 15.2 a o Y N/A N-1 QTY 2 Bryant 581JF Rooftop 115,000 83% $'` 36,000 15.5 j 3,0 Y N/A N-1 QTY 2 Bryant 58201 Rooftop 60,000 83% 7s''7, 24,000 14.2 1,1•0 Y N/A N-1 Bryant 581JF Rooftop 115,000 83% 7f; 48,000 15.2 l3,0 Y N/A ANSI/ASHRAE/IES Standard 90.1-2010