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3501 Coachman Pt For Office Use 6;Li o Permit#:ko,1 E AG A N Permit Fee: Date Received: —/1-1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: t� v Plan Submittal: eplans(ccityofeagan.com APR 12010 L 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ID Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal,submitted via email, CD or flash drive Date: 4/10/2018Site Address: 3501 Coachman Point, Eagan, MN • Tenant: Eagan Central Maintenance Facility Suite#: Property Owner Name: Phone: Name: Pioneer Power, Inc. License#: PC642790 Contractor Address: 2500 Ventura Drive City: Woodbury State: MN Zip: 55125 Phone: (651) 488-5561 Email: Jodi.killian@pioneerpower.com T of ✓ New ✓ Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: f1 , , , u • cl. e � COMMERCIAL )C New Construction Modify Space cfv-A.kJ 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$ 9,100.00 x.01 $60.00 Permit Fee Minimum91.00 $60.00 PVB/RPZ Permit(includes State Surcharge) =$ Permit Fee =$ 4.55 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 95.55 TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofoagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;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. Matthew Yee x Applicant's Printed Name A.plicant's Signature ©I OFFICE USE �a I hJ _ X7[9 1�proved .� n T � I�� e. 4014", ' ' l quiredtnspections " „ nder Ground Rdugt it est T t tr �J Required Y '''r p Meter i )ated Items: Meter ize di-O-Reid Manometer T << , '' Page 1 of 3 a : : H For Office Use /4 II>L %,..),..,) � #0,,,,,, Permit#: ICI Permit Fee: t ! 11tJ (-i- �C 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Date Received: `_/7 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 , Email: buildinginspections(u�cityofeagan.com E ' " Staff: Commercial Plan Submittal: er lans(a7cityofeagan.com L APR 1 12010 2018 MECHANICAL PERMIT APPLICATION El Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: 4/10/2018site Address: 3501 Coachman Point, Eagan, MN Tenant: Eagan Central Maintenance Facility Suite#: Resident/Owner Name: Phone: Address/City/Zip: Name: Pioneer Power, Inc. License#: HC000063 Contractor' Address: 2500 Ventura Drive City: Woodbury State: MN Zip: 55125 Phone: (651) 488-5561 Contact: Jodi Killian Email: Jodi.killian@pioneerpower.com ✓ New Replacement Additional / Alteration Demolition Alter ductwork and diffusers, install piping. Type of Work Description of workp p g NOTE: Roof mounted and ground mounted mechanical egqurpmi. t s required to bee scree y Cit r i''Code Pleas-contactthttiMl[echanical Inspectorfor inf r -� `� screeninghods' RESIDENTIAL COMMERCIAL ix - _Furnace New Construction Interior Improvement Air Conditioner If Install Piping Processed e€ it Type — —Air Exchanger ✓ Gas V 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 __ .,.. ...._.�e_ m. 260 000.00 Contract Value$ x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ 2,600.00 Permit Fee _$ 130.00 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 2,730.00 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby 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 plan . x Matthew Yee x / 111 _ Applicant's Printed Name Apptitaiftis Signatur OR FIC>i ',,,w - ,",-'-.7,491 --4 .. 2 x91ro',. F � SSE - R s � g � " D te: t a ,{ wRequir Inspections: ewe ��Underground \/Rough In Air Test GasService''Test InflooI °' to -" r.,:,-.,...0.,..,..2...,..:i Use BLUE or BLACK Ink r - - - - - - - - - - - - - - - - I. I For Office U ' G I City of Ea aPermit#: I Permit Fee: i 3830 Pilot Knob Road l Eagan MN 55122 I Date Received: I Phone: (651) 675-5675 I I Fax: (651) 675-5694 L Staff: - 2011 COMMERCIAL PLUMBING PERMIT APPLICATION Date: Site Address: - l Tenant: (f C [Y Suite PROPERTY OWNER Name: Phone: CONTRACTOR Name: Z < License Address: 5City: State: Zip: Phone: Email: TYPE OF _ New replacement _ Repair _ R build _ Modify Space _ Work in R.O.W. L WORK Description of work: COMMERCIAL TYPE New Construction Modify Space Irrigation System yes / _ no) RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers _Yes _No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) OR Contract value $ X1% Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 = $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010411,000 Permit Fee requires a $5.50 surcharge) _ $ State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ 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 conform ce with the ordinances and codes of the City of Eagan; that I understand thi is not a permit, but only an application for a permit, and work is not to start without rmit; that the work will be in accordance with the approved V plan in the ca a work which requires a review and approval of plans. x V`AoL, 1 L vh x Applicant's rinted Name Applicant's Signature FOR OFFICE USE Approved By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final PRV Required: _ Yes No Page 1 of 3 BUILDING PERMIT n_i _ CITY OF EAGAN 8795 P11ot Knob Roed Eegan, MN 55122 PHONE: 454-8100 Receipt # •? ??. , 7 78 $it8 AddfCSS 37V1 l.OAGfiiR$R MU• {' J Erect El QccupanCy SeC. 16 Lot4910 Block Sec/Sub. Alter ? Zoning Parcel # I'd D/loDO D/D oZF Repair ? Fire Zone Enfnrge 0 Type of Const. Nome (: i` l of E3g ? Move p # Stories W ; Address 37? U?„l?+t It,,.+h,Rd- Demolish ? Front ft. U ?. !I A1M - Grode fl Deoth ft. w Name rrearic?cs?u ..v>>r.«cu?.:?,vn ? ,o ?? Address . Assessment _ •1;?.fe",, 1 • Woter & Sew. ~ Ci Phone t Police N4? Fire Address Eng. Ci Phone Planner Council i hereby acknowledge thot I have reod this opplicotion und state that gldy, pff, _ the information is correct and agree to comply with all applicable APC State of Minnesota Stotutes ond City of Eugon Ordinances. Si9noture of Permittee A Building Permit is issued to: oll work shall be done in accordance with Bu(Iding Official Pertnit Surcharge • 1 t _ Plan check SAC Wnter Conn. Woter Meter Total on the express condition that State of Minnesoto Stotutes ond City of Eagan Ordinonces. N4 4774 Fees PonM # oate IaYed permMt» PI umbing Mechanical INSPECTIONS DATE INSP. RoupMln final Footings Date Insp. Date Irap. Foundotion Plumbing Frome/ins. Mechonicol Finol ? Sf I Remorks: CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: 11111 1 Ok Of k A ,,F ? f 1(i1?1 1 ti 11,.I 1"Y pR01117t RECORD ? PERMIT TYPE: PeRnit Number: Date Issued: ?? ; / ? S? / `? •'? ?..,,-... . . &if,nN PERIIAIT SUBTYPE: TYPE OF WORK: '11 nit1 ri:j1 . q n12A[,f fl! [)f; PermR No. PermR Holdar Date Talephone f S/HV PLUMBING HVAC ELECTRIC ELECTRIC Inspectlon Date Inap. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Fnal Htg. Orsat Test Flnal Plbg. Plbg. Inspector - Noti(y Plumber Const. Meter EngrJPlan Bldg. Final Deck Ftg. Deck Final weli Pr. Disp. . . ? , ? INSPECTII CITY OF EAGAN ? 3830 Pilot Knob Road ? Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: r 1 ? .. . .? ...,+!-•;.:a:n:?±v.ar?Te!!*+i=???::h?."!?;.:>iarr:?,a??a?-.c.r..--'+?+r.a ? PERMIT SUBTYPE: ty.. ' . ., . . . {'I i() i"i Ni, PERMIT TYPE: r?u i t1? i N r, Permit Number: Date Issued: APPLICANT: {• ?1..1 ?.? ? I?r,? . 1 I P.f? TYPE OF WORK: rORAN1 Hi It 6 t"ftF1M I IV(i •.1 1??,...1'. . ? i 1 , , ? , i ? , i.:r.. ? ? ? . i' {??. f . . [? ? J ---------------------------------- Permit No. Permit Holder Qate Telephone # SNV PLUMBING HVAC ELECTRIC ELECTRIC Inspection Dete Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Hig. rr7 Isul. ' Fireplace Final Htg. Orsat Test Flnal Plbg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final ( J Deck Ftg. Deck Fnal Well Pr. Disp. Pl Jr?- - - . HOUSE HEATING TEST RECORD /o D/1?00 .D/Q - 2?g ADDRESS ' ?"`r '' /•r - i,-,P-t qpT. FLOOR CITY SUBURB OCCUPANT OWNER -- HEAT LOSS DATE HTG. INST. GAS C0. METER BADGE #--? SOLD BY INSTALLED B7 Eleehical Work By Gas Line Br TYPE OF HEAT GA FA HW STEAM SPACE HTR. _ •GAS DESIGN MAKE - ? MAKE OF BURNER Mod•I -? ? Modsl A? 7f Maz. BTU Ratinp- INPUT MAKE OF FURNACE Model CONTROLS THERMOSTAT T Heat Plug Ysnt Siz• Volvs !KIND OF LINER SIZE NONE Limit Drah Hood Limit Setfing Filters Siz*- Fan 5ettin9 ?r Chimney Loebtion Pilot Type Chimney Construdion Pilot Make Pilot Model Smoke Bomb Pilot Timing - Draft L.W. Cut Off Wiriny _ Test Tay Door Pressure Liyhtiny Inst. Proasure Psrcont C02 ?, • Data Testsd _ Inpvt CFH Psrcent 02 Company Testing ? --- _ "- Stoek Temp. " Percant CO Name of Testor UNIT HTR. \ OTHER Royularor InsideOutside CONV E RSI ON Fwm 235 HOUSE HEATING TEST RECORD .. , ? ADDffSS ? / `? • / ? . ?+-- APT. FLOOR CITY -SUBURB OCCUPANT -'• ? r. ?-- f:..-?_? _.... c OWNER HEAT LOSS DATE HTG. INST. GAS C0. METER BADGE 50LD BY INSTALLED BY Eleetrieal Work By Gas Lino By TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER - •GAS DESIGN MAKE MAKE OF BURNER _ Mod*l Mod•I Serial Max. BTU Rotiny - INPUT ? - MAKE OF FURNACE THERMOSTAT Va lw CONTROLS ' Hect Pluq Limit -1 Limit Setting Fan Setf iny ? Pilot Type Pi lof Maks ' Pilot Model Pilot Timiny L.W. Cut Off Model Vont Size - KIND OF LINER SIZE NONE Drok Hood Reyulamr Filters Sizs Chimr»y Loe6tion Chimney Construction Smoke Bomb Droft ' Door Preasu Prossure Pereent COZ ; Date Tosted - InQut CFH ' Psrcent 0 2 Companr 7esfing Stoek Temp. -? Percant C0 Nams of Toster _ Fwm 235 CONVERSION Inside Outsids . ?„ Wiring Tsst Tay Liyhtiny Inst. - H• /'? ?. ' F i HOUSE HEATING TEST RECORD ADDB ESS OCCUPANT HEAT LOSS SOLD BY Electrical Work By TYPE OF HEAT FLOOR CITY °-- SUBURB DATE HTG. INST. "AS C0. METER BADGE # ' INSTALLED BY Gas Line By GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER GAS DESIGN MAKE ' MAKE OF BURNER _ Mod*l Model Serial - Mox. BTU Ratiny - INPUT MAKE OF FURNACE Model CONTROLS THERMOSTAT Heat Piuy Vsnt Si:s Valve KIND OF LINER SIZE NONE Limit • ?; DroH Hood Regularor Limit Settiny Filfers Sixs Number Fan Ssttiny ' Chimney Location Insida Pilot Typs t• Chimnsy Construction Pilot Make , Outside Pilot Modsl Smoke Bomb Wiring Pilot Timiny Draft Tssf Tap- L.W. Cut OFf Door Pressure Liyhtiny Inst. Prsssure Percent C02 Input CFH Percent OZ Stack Tomp. Parcent CO Fum 235 Date Tsstsd - Compony Testing Name of Tesfsr _ CONVERSION HOUSE HEATING TEST RECORD ? ADDRfSS APT. FLOOR CITY M SUBURB OCCUPANT OWNER HEAT LOSS DATE HTG. INST. . ? ,?' ; 7 • ??' `' - GAS C0. METER BADGE # SOLD BY INSTALLED BY Elsctrical Work By TYPE OF HfAT GA FA HW STEAM •GAS DESIGN _Gos Line 8y $PACE HTR. UNIT HTR. ?-OTHER MAKE MAKE OF Model ?' •i ,' '"C ? ? 1 Modol - 1 Seria l Max. BTU INPUT e, `' MAKE OF Model BURNER Ratiny - FURNACE _ CONTRQLS THERMOSTAT Heat Plug Vent Sizs Valvs -?- KIND OF LINER SIZE NONE Limit Drah Hood ' Royularor Limit Setting Filtora Size- Fan Setfiny Chimney Locbfion Pilot Typs • • ^ : -<" `f Chimney Construction Pilot Make ' Pilot Modsl $moke Bomb Pilot Timing `' ' •. ? • Draft l' Inside - Outside Wiring .Tesf l L.W. Cut Off Door Pressure Lightinp Inst. Prosaure ^ S Percent CQ2 Dote Tssted rr Input CFH Percent 02 ' ? Compony Tssting • •: . / '? • Siack Temp. Percent CO Nams of Tesfer CONVERSION Fwm 235 HOUSE HEATING TEST RECORD ADDRESS ' / -lr'> - - V APT. FLOOR CITY -SUBURB OCCUPANT ? , - - , f : el."• ., OWNER HEAT LOSS DATE HTG. INST. GAS C0. METER BADGE # SOLD BY INSTALLED BY Elsetrieal Work By Gos Line By TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT H TR. OTHER •GAS DESIGN CONYER510N MAKE MAKE OF BURNER Mod.l / Modol Sarial `• ?`, " j`'? L ^ j;_ Max. BTU Ratiny INPUT MAKE OF FURNACE Model CONTROLS THERMOSTAT Heat Plug Vent 5i:• Volw KIND OF LINER ? 51ZE NONE Limit Droh Hood Reqularor Limit Settiny Filters Siz• Number Fan Settiny Chimney Loe6tion Inside Outsids Pilot Type ' • .,' ? { Chimney Construetion Pilot Make Pilot Model Smoks Bomb Wiring Pilot Timing Draft '? Ttst Tay L.W. Cut Off Door Pressure Lighting Inst. Prossure Percent C02 7r Date Tested Input CFH Psrcent 02 Company Testing Staek Temp. 'f r Peresnf CO Name of Tester Form 235 HOUSE HEATING TEST RECORD r ADDRESS _r .' ?' . ' - ?% %.? - - t° t APT. FLOOR CITY SUBURB OCCUPANT kA'- OWNER I , -- HEAT LO55 DATE HTG. INST. ?-? ' 7YGAS C0. METER BADGE # I 50LD BY ' t r INSTALLED BY Elechical Work By ' TYPE OF HEAT Gas Line By GA FA 1' H1Y STEAM SPACE HTR. UNIT HTR. OTHER G - - ?. CONVERSION MAKE AKE OF BURNER Model f4 `- `LAodel ••? • ?'' ?+ ?-- Serial Max. BTll Ra}ing INPUT ?- -3 C-• MAKE OF FURNACE Model C ONTROLS -? THERMOSTAT Heat Plug Yalvs Limit L Limit Sstting ) t 7 ;, u Fan Setting Pilot Type Pilot Make Pilot Model Pilof Timing ? S s`''-c' L.W. Cut Off ? P P C 7.7 ercent rossuro O? ? ±71 f Percent 0 Input CFH 2 Stock Tsmp. S Percent CO Q .. Ysnt Size KIND OF LINE SIZE E Drah Hood ReyulaTOe Fi Iters Size ? t?lumber Chimney Locction Insids -?..._Outaide ?( Chimney Construttion Smoke' Bomb Wiring Droft ` Test Tag-??•?-/ Door Pressure Lighting Inst. ? Dnte Tssted ""'?, t'+"- .a r`T? t„ ?•+. C_ t_.? ` Campany Testing Name of Tesier ^ Fwm 235 HOUSE HEATING TEST RECORD ADDRESS APT. FLOOR CI' SUBURB t -OCCUPANT L.aZAe ?-. ...?..-lu ?-?,?tA •_?,? OW ER HEAT LO55 DATE HTG. INST. . 7`? CO. METER BADGE # SOLD BY INSTALLED BY ?- ` S Elschicol Work By Gas Line By TYPE OF HEAT G/1 FA HW STEAM SPACE HTR. UNIT HTR. OTHER , j GAS DESIGN MAKE MAKE OF BURNER _ Model ' / 2' Modol Ssrial ? ' ax. BTU Ratiny - INPUT 1?^ S C- d5: IZ MAKE OF FURNACE THERMOSTAT Valve r =' Limit Limit Setting ?- Fan Setting ?. ? N Pilot Type `--?' Pilot Make _ _ : .. ?_- Mod•I Vsnt Size KIND OF L SIZE?NOy? Drah Hood IN '-* Ragularor Filfers Siza N mbsr imney Location Insi?d_s Outstdn. ? G1lmfley COnstfNCfion r? Pilot Model Smoks Bomb Wiring Pilot Timinq Draft Tesf Te? L.W. Cut Off Door Pressure L?ighfinp inst. Prossuro ? a Peresnt CO Date Testsd Inqut CFH , Peresnt 0 Company Tes*' g E- ? ~ Stack Temp. 4 Psrcent CO? Name of Tsstsr ?- CONVERSION Form 235 HOUSE HEATiNG TEST RECORD ADDRESS _3,461 APT. FLOOR GTY SUBURB OCCUPANT d''?-^ • .?. ?: ~ ?'? OMINER HEAT LOSS DATE HT6,. INST. GAS CO. METER BADGE # SOLD BY . 1 '- ?-' - ?-? INSTALLED BY Electrical Work By Gas Line By TYPE OF HEAT GA FA HW STEAM SPACE HTR. UNIT HTR. OTHER I GAS DESIGN CONVERSION MAKE MAKE OF BURNER Mode l y Model Sarial ., '-•? 1 Max. BTU Rating . INPUT-? ?• ?',_ • ' f MAKE OF FURNACE Model CONTROLS , THERMOSTAT?? n•-e Heat Pluy Vent Size Valve KIND OF LINF?g SIZE ? M0N E ? Limit '? •-i'???-. Drah Hood 1? lu `. ' ? r ' 1" R?gularor -• ! + ? Limit Setting Filtars $ize Number Fan Ssttin g Chimney Location Insids Outsids Pilot TYps ! - '"' ` ? • ` ?o Chimney Construetion 11'?'-` ` ;•_ ' . ` Pilot Make i Pilot Model Smoke Bomb Wiring Pilot Timing Draft Tsst Top `?- ;-/ L.W. Cut Off Door Pressure .. Lightin9 Inst. Pressurs , Pereent CDZ Data Tested Input CFH Percent 02 Company Testing Stock Temp. Percent CO ? Nams oi Testsr ' Form 235 3830 Pilot Knob BUILDING PERMIT To be used for ADalTION Site Adf ress Lot -Block Parcel No. --- -- a Name ; Address O City Blow Phone Name a Y i M1.,1.1....... 5.1 Name ;6 ? ; Address a W City Phone I hereby acknowlege that I have read this application and state that the information is correct and pgree tv comply with all applicable State of Minnesota Statutes a ity oi Ept ?es. . Av6`,d?"a?n ?, . J Signature ot Permitee-? '• , ?: ?' ,C,?.?• ?- , A Building Permit is issued to: ~ on the express condition that all wo?1c shall be donA in accordance with all applicable State ot Minnesota 5talates and City of ?agan Or?linances. .. ? ?..r ? Building Official s- Sec/Sub. aAN NO 18193 1-199, Eagan, MN 55121 1100 Receipt # 4 Date JU_'Y 24 , 19 ? OFFICE USE ONLY Occupancy P___ FEES 2oning ? s? (Actual) Const Bidg. Permit $283. (Allowable) - Surcharge # of Stories L8ngth _ Plan Review Depih r? SAC, City S.F. Total -- MCWCC &M, 6 e SAC 5 ?? , ! S.F. Foolprints On Site Sewage _ Water Conn On Site Well - Water Meter MWCC System - City Water _ Acct. Deposil PRV Required - S!W Permil Boosler Pump - SlW Surcharge Treatment PI APPROVALS Road Unit Planner Council - park Ded. Bldg.Off. -- _ Copies "v.? ?yy? *w Variance - TOTAL a ? ' Permk No. Pertnit Holder Oate Telsphone # WATER SEWER PLuMeiNC SQ r So NyAe ?8 0 H.VAC. ? ?7 D q EIECTRIC O Inspec6on Date tnsp. CommeMs Foobrgs 1 ?/ d &J ?.Z 7 1c ? Foundation ' FrarWng Roofing Fiaigh Plbg. a"n ?n?,. f ° `1 o U?. ?Y G ;sc.?' . .?? isui. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Inspecta - Notify Plumber Ergr.lPldn Bldg. Final OeCk Flg. CO 4 1'%_ [IS Deck Final Well Pr. Oisp. /D 1 ? Q? - .. . . , ,..,,?-,. , •, MECHANICAL PERMIT ' CITY OF EAGAN DATE I Forced Air Air Cond. Vent Gas Pipin Other } M BTU M BTU M BTU M BTU CFM Dutlets # Contract Price x 1 PERMIT F SIC: For PERMIT # _ MN 55122 RECEIPT # I DATE: ! W. BLDG. TYPE WORK DESCRIPTION Res. New Const Mult. Add-0n Comm.?._ Repair . Other FEES RES. HVAC 0-100 M BTU -$24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HYAC INCLUDES NC ON NEW CONSTRUCTION) TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS (INCLUDES GAS PIPING) - 12.00 GAS OUTLETS (MINIMUM -1 PER PERMIT- NEW CDNST.) - 1.50 EA. COMMAND FEE -196 OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 SIC PER EACH $1000.00 OF PERMIT FEE) ,. ... . . . . . ? . ? : ? .. . - I .. . . . . . 5... ? - -. ' , . MECHANICAL PERMIT For ' CITY OF EAGAN PERMIT # _ 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT# DATE l--k r, PMONE 45487 00 QATE: _ P. ? ReS' IVew Const?2?.- Lot ,- Biock Mult. Add-on Name ? • K . 1A'E ?n Comm. Repair ? Address N `, Other ? City S-X" .I"4M, L Phone "7 FEES RES HVAC 4-100 M BTU - $24.00 Name `l?i V . ADDITIONAL 50 M BTU - 6.00 ? Address 259?3 O l' I L 0 T Kt{,a y (RES. HYAC INCLUDES NC ON NEW F '6% t ?NSTRUCTION) p A6?N MN • Cit Y 1 Phone - " RATE APPLIES TOWNHOUSE & CONDOS - RES . MINIMUM RESIDENTIAL FEE - ALL ADD-ON & TYPE OF WORK REMODELS (INCLUDES GAS PIPING) - 12.00 Forced Air M BTU $ GAS OUTLETS (MINIMUM - 1 PER PERMIT- MEW CONST.) - 1.50 EA. Boifer M STU $ COMMIIND FEE -1% OF CONTRACT FEE Unit Heater M BTU $ APT. BLDGS. - COMM. RATE APPLIES Air Cond M BTU $ MINIMUM COMMERCIAL FEE - 20.00 . Vent CFM $ STATE SURCHARGE PER PERMIT - .50 i (ADD $.50 S/C PER EACH $1000.00 OF PERMIT FEE) Gas P ping Outlets # $ Other $ i ,? , . . . . . _ _ _ . . _ 1s-i 5 .GV - Lot _ APT MINIMUM - MINIMUM - STATE SUf CIIY cirir oF EacaN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 Bbck Phone FEES -EE - 196 OF CONTRACT FEE - COMM. RATE APPLIES : 8 CONDO - RES. RATE APPI =SIDENTIAL FEE IARGE PER PERMIT PER EACH $1,000 OF PERMIT # RECEIPT; c DATE: - Res. New Canst. Muk. Add-on _ X_ T Comm. ? Repair - L I/ p. Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3 00 . ( Lavatory - $3.00 IOD Shawer - $3.00 Kitchen Sink - $3.00 U i VBid t $3 00 r na e - . Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 .00 Gas Piping Outlets - $1.50 .00 (AAINIMUAA -1 PER PERMIT-NEW CONST.) .50 Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 U G Sprinkler System - $72 00 . . . n PERMIT FEE: 4 r? STATES S/C: ? r ? J ? GRAND TOTAL. 1? •J?= -7/23/40 - PERMIT NOT ISSUED AT THIS TIME - OK FOR CONT?tACTOR TO BEGIN WORIZ PEB ,, - . .TOE MERCHAK. SITE ADDRESS 3501 COACHMAN RO D UnR # Permlt # L 010 B 28 Sect/Sub. SECTION 16 IMSPEC110N DATE INSPECTOR OTHER FRAMINB ROUBN PLBB. ROU6H HTB. INSUL FlREPLACE FlMAL NT6. FINAL PLBB. UMIT flNAI 1. ?..?, CITY OF EAGAN 12 4 ? r? 7 s U 3830 Pilot Knob Road, P.O. Box 21-199, Esgan, MN 55121 ? PHONE: 454-8100 BUILDING PERMIT Receipt# To be used for . • - . . 1 . , Y'1 0 (jQe AiT(; i l S T 2 Q , 19 _8_6 Site Address 3501 rs? .f1C}i.T.:AN ? Yt- Erect ? 82 H4 , Occupancy 1 " 16 Lot " - Block Sec/Sub. Remodel ? ?? Zoning Parcel No ?- ' -"G 10 - 2 t? Fiepair ? Type of Const LI - J . Additian ? No. Stories 12 W Name , i::e-,(=11.•1 Move ? Length _ ?2D Demolish ? Oepth 1/7 3 Address ? Cii 4 54`d100 Ph Int Impr. I ll t ? ? Sq. Ft 4.3,0U() y one ns a o Name 0 Ui Address ~ City Phone Assessment _ Water 8 Sew. ? W Name f3nAR%??'J ?CHITECTS PoliCe Fire 08 Address '-?}'?°• «,±'lAkMR (}F COUIM EiLUC Eng • W City Fhone 339-3752 Planner I hereby acknowledge that I have read information is correct and agree to cc Minnesota Statutes and Citv of Eaaar 5ignature of A Building Permit is issued to: "' "' all work shall be done in accordance with all oplication and state that the gld . with all applicable State of _ 9 Building Var. Date :?UC i'lU:v ?-:'J on the express condltlon that Minnesota StatuteB and Ciry ot Eagan Ordinances. Permit - Surcharge Plan Revie Water Conn. Water Meter Road Unit- Tr. PI. ao . ParmH No. PsriNt Moldw Osb TNaphora M PlumMo9 F` C;k?-, , T(Gc-C H.v.&c. e Soft.,,.r ?? . Inspoctbn Date Insp. Commanb Foodnps I .j Footinys 11 FoundaUon Framinq RooNng pouph Plby. r Rouyh Mty. l . , Insul. ? - ?73 --5;' 7 Ftreaacs j Finsl Hty. Final Plby. Bldq. Flnd Grt. Occ. Deck Fty. Dack Frmy. wflll Pr. Dbp. A1" `JT?:a./. ;:r . . 4.• , . , . , ? ? :? . . • PLUMBINCi PERMIT ' qTY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 BLDG. TYPE Lot Block Sec/Sub m Name Addre c City _ Res. Mult Comm. ? Other ? _•'- i . ' ' t , PERMIT # RECEIPT # DATE: WORK DESCRIPTION New Add-on ? Repair NO. FIXTURES Name Water Closet - $3.00 Address % Bath Tubs - $3.00 T:... { I AV11MN,. !tn.nn ' FEES COMM/IND FEE - 1% OF CONTRACT FEE MINIMUM - RESIDENTIAL FEE - a10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) SIGNATURE QF PERMITTEE FOR: CITY OF EAGAN TOTAL s r..- .s? - Shower - $3.00 1-Kitchen Sink - $3.00 _?4_UrinallBidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 - Water Heater - $1.50 Whiripool - $3.00 Gas Piping OuUets - $1.50 Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE STATE S/C: GiRAND TOTAL: :rl? 7 - ?;a -iS- j'G .?• ?, I! - '3 ~ 2'd ? - W• 1-2 -8? 3 --35'-87 3 -Z7~?7 y-i-- ?? ,60? .?? ?? AAl u-G sA%z .!;' P-cl D?i?? ?r-c ?3? -?a ay. • u-6 ? ??x tY? L I I`:. . ?,.. yt..,-.t, _ .. , ' `e '? • ?? PERMIT # ? r i ? ?\1 tZ?N , a K j? in M ECHANICAL PERMIT RECEIPT # CITY OF EAGAN 3830 PILaT K NOB ROAD, EAGAN, MN 55121 DATE: CONTRACT PRICE PHONE 454-8100 Site Address - ? '"Z BIDG TYPE WORK DESCRIPTION Lot Block -? ? Sec/Suts`-C -7' . R N es. ew m Name ? Address ' Mult Add-orr C mm R ir . o epa c City Phone -- ? Other ?T . . ,. -?. , Name ' FEES ? 3 Address RES. HVAC 0-100 M BTU - a24.00 p City • Phone ADDITIONAL 50 M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00 ADDITIONAL 6 M BTU - 6.00 TYPE OF WORK GAS OUTLETS - 1.50 EA. Forced Air M BTU COMMIIND FEE - 196 OF CONTRACT FEE Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00 Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES Vent CFM BEYOND $1,000.00) Gas Piping Outiets # Other • „ '• FEE LC 51GNATURE OF PERMITTEE S/C: TOTAL: FOR: CITY OF EAGAN 3ALS SlOi? ?lG CITY OF EAGAN - ?? 19141 3830 Pilot Knob Road, P.O. Boz 21-199, Eagan, MN 55721 PHONE:454-B100 BUILDING PERMIT Receipt # " TO be used for wDDI1'IO#i Est_ Valua tf 1 R_(Yf[S nam frAv 7n o0t SiteAddress Ibi cYL[!NMAN 12r' C 3 Lot _L Block _2t_- Sec/Sub. 5EC?IOII 16 Parcel No. _ OFFICE USE ONLY Occupancy &__Z FEES 2oning Py__ W Name _ CItY OF tICAN ; Address 3501 COACitluN IID 0 City LAG?X Phone 454-3220 }a Name WEIFT 1FaiD AMUIC/1N OU` Address 2394 a?OIQtBR1DGE CIR ? City WEST sEM iR Phone (414) 334.•3811 yVj1W Name pAT SZOUtB ?? Address <W City WE3T UND iTt Phone (414) 338-653.31 I hereby acknowlege that I have read this application and state that the intormation is correct and agree to oomply with all applicabie State of Minnesota Statutes and City of Eagan Ordinances. / Signature of Permitee on ine express condiuon that all work shall be done in accordance with all applicable State of Minnesota Statutes and City ot Eagan Ordinances. Building Official (Actual) Const -XInn Bldg. Pertnit (Allowable) V-N Surcharge 59.00 +? oi Srories ? lenglh 0-1 Plan Rev+ew Depth QL SAC, City S.F. Total 4?ZQQ S.F. Footprints '??ZQQ SAC,MCWCC On 5ite Sewage _ Water Conn On Site Well - Water Meter Mwcc sy5tem Ciry Water _ _ Acct. Deposit PRV Required _ S/W Permit Booster Pump - S/W Surcharge Treatment PI APPROVALS qoad Unit Planner - park Ded. COUntil _ BIdg.Olf. _ Copies Variance - TOTAL MOO PermB No. PermR Fblder Date Telephone # WATER SE4VER PLUMBING H.VAC. ELECTRIC inspsction Date Ins Commants Foolings 1 Foundation Framing -? Roolin9 Rough Plbg. Rough Hlg. Isul. Fireplace Final Htg. Orstat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg, Final De& Ftg. Dedc Final Weil Pr. Disp. CITY 4F EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-81 OD I BUILDING PERMIT Receipt # I To be used for Est. Value Date ,19 CC1t1CWMAN RRD t t7Lp City Minneaota Statutes an, Signature of Permittee ition and state that the all applicable State of s. J: S" o. fn'V 3 in accordance with all rf Eagan Ordinances. OF FICE USE ONLY On Site 3ewage Occupancy MWCC 3ystem Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required # of Stories Booster Pump Length Depth S.F. Total Foatprint S.F. APPROVALS FEES Engr./Assess. Permit Planner 5urcharge ' Council Plan Review Bldg. Off. SAC, city Variance SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks TOTAL ? Permit No. Psrmit Molder Date TNephone ?t ? iL1LA?C ? SalMerrer bapeccion Data Insp. Comments FooCings I Faotings II Foundation Eraming ? Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Fina! Plbg. Bldg. Final Cert Oca Temp. LP Deck Ftg. Deck Final I Well ? Pr. Disp. I ? I CITY OF EAGAM 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 'JCORD PERMIT TYPE: Permit Number: Date Issued: ?sl? i t co r NE, 0 : F,F+1+ L I ? I:?a l,ya SITE ADDRESS: , :F+. 1 1 U i1. b i a, r : t rii. 11ck : :?s f;l1f1C{INFkNI F' I PERMIT SUBTYPE: ;. .. ,? I r I " a;M I N 1, f kf"MFllrf l11 f I'FhM l I 1'. ;tt 11111 PLICANT: TYPE OF WORK: t' .x ni I1 i aNY rliA 11411 Etii ,,I I f?? r,7' ; ? ? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Permit No. Permit Holder Date Telephone # ELECTRIC PLUMBING HVAC Inspectlon Dale Inap. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBfNG , PLBG AIR TEST ROUGH HEATING GAS SVC TES7 I INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL B&MT 8.1. BSMT FINAI DECK FfG DECK FINAL PROJECT 338 CITY ? ? • ' OF EAGAN Include 2 sets of pl.ans, ' 1 site plan w/elevations & BUII,DING PER MIT APPLICATION 1 set of energy calculations. WATER Tb Be Used Fbr TREATMENT PLANT Valuatian $239,400.00 Date 8-9-83 Pfi Sit2 Address 3419 CoachmanLj1ca+ - OFFICE USE ONLY _ Iot 010 Block 28 Sec./Sub.Section 16 Erect ? B-4 Occupancy ParCel #: 10-01600-010-28 Alter ? Zoninq PF Repair Fire Zone NA Owner: City of Eaqan Enlarge Type of Const. II N Nbve # Stories Ad?'esS: 3795 Pilot Knob Road Demlish Front ft. Minnesota 55122 Code: Ea an Cit /Zi Grade Depth 12,600 square tt. ft. p , y phpne #: 454-8100 APPROVAIS FEES ContractAr: Barbarossa & Sons Inc. Assesssments Permit Waived taater/Sewer • Surcharge Address: P 0 Box 367,11000 93rd Ave No police Plan Check Waived City/Zip Code: Osseo, MN 55369 Fire SAC(18.6) 7905.00 Eng• Water Conn. Waived Phone 612/425-7355 planner Water Meter Waived Council Road Unit Waived Arch./Eng.: Bonestrao Rosene Anderlik & Assoc gldg. off. ? Address: 2335 West Trunk Eiiqhwav 36 APC City/Zip Code: St. Paul, b1N 55113 TCfrAL $8,025.00 Phone #: 612/636-4600 r KE06tA.\o?? ?AF-5 (.t,7o cL1 A- b E ?. ptt-wttV - t ? $3 o Ca S/?'? - 7, q v S? oC? W?-?er ??? ? ? - ?U A- Wa,4r /1iKer - AJ'A- G4L4- Ll Iti ?- - 7s0,o 0 i ownsr •-•••-- ? .....••---...-•--•---•-- --.. --------- ----._.....-••-•• Addsess (Present. ........................................•-.._--'...--••--------------•-------- Builde= -•....?.?='!C::?••--I --....----- ":?.-`.-? . .............................. Address -•••...-•-•-•--•-• ................................•----•-•-•---••-•-...._._._._..---•--•------ BUILDING PERMIT EAGAIV TOWN S H I P N° Eagan Township Town Hall 1933 Data ..... _ .......-3 ?. or /0 0/GAD D/4 .1 E- T6is per:nit does aot au3horize the use of streels, raada, alleys or sidewalks nor does it gi?e the owner or hia agent the zfght to create any siluation which is a nuisance or which preseals a hasard io the health, aafely, convenieaca and gsneral welfare io anyane in the communitp. THIS PERMIT MUST SE KEPT ON THf PREMISE WHILE THE WORK IS IN PROGRESS. , . 7'his is !o cestify, tha!----- ? ?, l_`r ......... •...... :' . _ . - ••••••----..has permission !o erect a.-??.?--•--?: ................ upon the above described premise?ltubject to the?provisions o! the Building Ordinance fo: Eagais Township a opted April 11, 1955. , ....""'•"""""'..... ._t :.... . .....""'......_ . •"--t.I- ?..: '.f/ r..... ?::./ __. Per •-••----•-•---------- ........... .... .. Chairma of Tnwn Boa?d •- ? Building Inspeclor t. /? ?. ? y V1 0 1'11 ?'O W(7 ? ?? ' •° -? .o ? X O "n ? •• N + ?-7Cy .:v cn w -' 30 ? 0 ? J ? ? Z ? O tff ? ? n w1 ?. i ? • 7 ? • .. ?. ?: ?: ? ? •• $ S ?? ..? C :y N -? ? r1 ^? • r•j ? ? WI 7 C r'a ? Z ? S a y y tJ N III •S r.i ? ro ? ?0*1 W ao ?g?••'?:3x 4 , . ? ? ? ? -I ? u? v S m .?• .Z p ? a ?. o .. .. O f/ FUNO LO?Lr AMOUNT 3/4 fr t- 3 d t{/ 8 07 3 ?? o s n? 6 Thank You 77 BY N_ 70145 White-Payen Copy Yellow-Poatine CopY Pink-Fife CaOY CASH RECEIPT CITY 4F EAGAN 3$30 PILOT KNOB ROAD EAGAN, MINIVESOTA 55122 D A T E 19-1-1- R«<t„co l-yi. ?FROM AMOUNT $ ? 6 DOLLARS i ' ,oo 0 CA aH CFiECK SPARTAN MECHANICAL, INC. 9801 Valley View Road Eden Prairie, MN 55344 612-941-4957 k•` ?' . r. September 23, 1986 City of Egan Egan, Mn. Attn: Permit Dept. This letter is to authorized Valley Rich Company to obtain permits for the outside utility work on the Egan Maintenance Garage. Yours Truly, John Pierson Sec.-Treas. •? ?P ? '?....? ,•. ,rtr?h ?_4- I ac- a? S-ec'4-1 o?, 1 RESIDENTIAL ?- BUILDING PERMIT APPLICATION CITY OF EACAN 3830 PILOT KNOB RD - 55122 851-681-4675 New Construction ReouiremeMs • 3 registered site surveys shoMng sq. ft of lot, sq R ot twuse; and all roofeC areas (20% manmum bl caveiage allowed) . 2 copies of plan showirg beam 8 wiMax sizes: poured famd design, etc.) • 1 sel of Energy Calc,.lauons . 3 copies of Tree Preservation Plan it lot plattatl aftw 711i93 • Rim Joist Detail Options selec6on sheet (bldgs wilh 3 or less units) -'t ? .17? RemodeVReoairReauirements . 2 apies of plan . 7 set of Enagy Calwlations (or heated additions . 1 sife survey for exteria additions 8 dedcs DATE 3-1- o \ VALUATION (EXCLUDING LAkD) 3 Do O jJB SITE ADDRESS ?S-c-)? Pv - IF MULTI-FAMILY BUIIDING, HOW MANY UNITS? PROPERTY TYPE OF WORK (?' APPLICANT ADDRESS PAGER # ?l0 -olbo \ CELL PHONE # ....ri FIREPLACE(S) _0 _1 _2 _3 PHONE# bSLIa91-Y31(? ZIPCODE FAX# NEW RESIDENTIAL BUILDING ONLY - PILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CA1'EGORY 1 (check one) - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Su6mitted MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Contwctor. Phone Plumbing System Includes _ tiVater Softener _ I.awn Sprinkler Fee: $90.00 Water Heater No. of R.I. Baths No. of Baths Mechanical Contractor: Mechanical System Includes: Sewer/Water Contracfor: _ Air Condilioning _ Heat Recovery System Phone # Phone # Fee: $70.00 All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that ihe information is all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signafure of Applicanf Certificates of Survey Received Tree Preservation Plan Received _ with Updated 1101 4b? City of Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone:(651)675•5675 Fax: (651) 675-5694 2008 M Date: O `h) v Site Addres Tenant: ----------------- ? For Office U 1 ? Permit #: ? G?J '? Lez? j , -?- i ? Permit Fee: ? I 2 i ? Date Received: U J'I ?' ?? I I ? ? Staff: I `-----------------? HANICAL PERMIT APPLICATION % l P, r)acanrvtrA O P-1- Suite #: RESIDENT/OWNER Name:\?(it,U C?_ ?G3.G?/y11 ? ? Phone: Address / City! Zip: CONTRACTOR ? Name: 5017 Pr q 6'W 2G-1 //l/G License #: Address: ,?a ?''? S??D??f1?'??. S? N r?• Ciry: State: ? Zip: '5 n3Z 0 Phone: (c ) (03 Contact Person: TYPEOFWORK _New _Replacement _Additional _Alteration Demolition Description of work: )--740.$ E-. 7 NOTE: Bofh rooimounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical lnspector or one of the Planners for information on permitted screening methods. RESIDENTIAL COMMERClAL PERMIT TYPE Furnace _ New Construction _ Intenor Improvement Air Conditioner _ Install Piping _ Processed Air Exchanger - _ Gas _ Exterior HVAC Unit * HVAC units must be screened _ Heat Pump Under / A6ove ground Tank L_ Install / Remove) Other " When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Ins ector RESlDENT1AL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fife repalf (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTALFEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ 7, <5 ? x 1% $50.50 Minimum (includes State Surcharge) _ $ Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is >$1,000, surcharge increases by $-50 for each =$ State SurCharge $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee reqwres a$1 00 surcharge). $ TOTALFEE I hereby acknowletlge that ihis information is complete and accurate, that the v?ork unll be in corrFortnance wi[h the ortlinances and codes of the City of Ea9an; that I undeu tl this is not a permit, but only an applicafion for a pertnit, and work is not to start R'nt permit; e k will be in accordance with the approved XM work which requires a review and aPPrwal of plans. ?x 1? o tv ? 1 c??effi,S ??) ` ApplicanYs Printed Name ApplicanYs Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough In _Air Test Gas Service Test In-floor Heat Final 5?1 Lf3 2000 BUII.DING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 651-681-4675 ?T(f o? s?6a ? s/ -c? ? Foundation Onl New Construction interior Im rovement • SWctural Plans (2 sets) . ArchitecWral Plans (2 sets) • lvchitecW21 Plans (2 sets) • Civil Plans (2 sets) . SWctural Ptans (2 sets) • Code Malysis (1) '• • Certificate of Survey (1) • Civil PWns (2 sets) • ProJect Specs (1 set) • Code Maiysis (1) " . Landscaping Plans (2 sets) • Key Plan (1) • Project Specs (i) • Code Malysis (7) " . Master Ezit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (i) . Energy Calculatlons (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " . Elec. Power 8 Li hGng Form g (1) not always" • Meter size must be established . Meter size must be established • Meter size must be eslabtished - If applipble • ProjaclSpecs (t) 1 • EnergyCalculations (t) " ! 1 • Electric Power 8 Lighting Form (1) •• 1 1 . Master Exit Plan (1) 1 1 • Fire Protectlon Plan (1) •• 1 1 • Soils Report (t) ! • MC/ES SAC detertninatlon letter • MCIES SAC detertnination letter . MC/ES SAC determination letter call 651$02•1000 Call 651-602-1000 call 651-602-7000 -- concact tlutlding Inspectlons for sample Food & 6everage or lodging faciliNes: Plan must be submitted to Minnesota Department of Heaith - call 651-215-0700 for details. DATE: g S? WORKIYF?E: NEW ??EL CONSTRUCTIONCOST'fIO1??9?e ? DESC TENP FORI? SITE PROP OWP Sheet Address:_ _'W 3o V , i C T r- !'t0 I] 1" 0-tC City AL tt,? State: Y1't 1?? Zip: S-?! a a- I S"C 7 13 Company: /V"6mel n 64 tr?Aa o?szsCa ?Phone#: C_g!E,A_ZU' CONTRACTOR ?Q n I Stree[ Address:_ ? o t?l 4l City P_i, /"l-,,ic ? State: ?'?'!/l Zip: 71 , ARCHITECT/ ENGINEER Company: sp p- P-. Phone #: 41( Name: Registration #: 71 -73 Street Address: fiof City ? State: ft\? Zip: s S J 13 Licensed plumber Installina sewer/water. Phone #: Meter Size: 1 hereby acknowledge that I have read this application, state that the infortnation is conect, and agree to comply with all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. ' Signature af Applicant OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation 6 Public Facility ? 30 Accessory Bitlg. ? 14 Apartments ? 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse 0 34 Ext Alt - Comm ? 25 Miscellaneous ? 29 Antennae ? . 35 Ext Alt - PF WORK TYPE ? 31 New ? 34 Repair ? 37 Demolish Bldg. ? 43 Reroof O 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 33 Alterations ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair GENERAL INFORMATION ? 46 Windows/Doors Census Code ;-f3 7 Zoning sq. ft. SAC Code # of Stories sq. ft. No. of Units 0 Length Sq. ff. No. of Bidgs. I Width sq. ft. Const. (Actual) Basement sq. ft MC/ES System (Allowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? insulation ? Plumbing ? Stucco/Stone APPROVALS Planning Building 1J67 Engineering Variance Permit Fee Surcharge Plan Review MC/E5 SAC City SAC Water Supply 8 Storage 5/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies SS C) VALUATION:$ Jf l 101 C) fI U % SAC SAC Units Meter Size ? Total J? . ? ? A I 0-011,00-0r0-2P ?S0? 4orthern 'W Natural Gas August 27, 2004 C/OQ C /I( //'1 1;1/w f? ?J G Q ? \1? Northem Na[ural Gas Company 1650 W. 82nd Street Suite 1250 Bloomingron, MN 55431 952-887-7700 FAX952-6674759 AUG 3 0 2004 Russ Matthys City of Eagan Public Works Department 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Encroachment Agreement Deaz Mr. Matthys: EAuAN ENGINEERING DEPARTMENT Enclosed is a copy of the Encroachment Agreement executed by the City of Eagan and Northem Nahxral Gas Company. I am sending this agreement to the Dakota County Recorder's office for recording as of this date. When the recorded copy is retwned to me I will provide you with a copy. Please call if you have any questions on this, Russ. Thank you. Sincerely, J Suzanne Wilsie Right of Way Agent 952-887-1730 04-010 enc ? /a i ?. b , - A ? LJ?? 1986 BDILDING PERMI? APPLICATIOH - CITY OF EAG9N NOYE: ALL COATRACTORS M[TSS BE LICENSSD WITH TH6 CITY OF EAGAN SIAGLE FAlQLY DiiSLLING3 INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS MOLTIPLE DiiE[.LINGS - RffiIDENTIAL INCLUDE 2 SETS OF PLANS, CES 1 SET OF SNERGY CALCOLATIONS COMAIERCI9L RENT9L DeTITS FOR SALS ONITS OF SDRVSY - CHECg i1ITH BLDG- DEPT.v INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To He Used For: MAiNT, GP2A-Ua Valuation: Date: S1te Address ?50i COALNOAI,I ?P. ( OFFICE DSS ONLY Lot _ Block Parcel/Sub io - ot (1oo -0i0 -2a Owner s:sy, e€ gagan Address 3830 Pilot Knob Road City/Zip Code EaQOn, Minnesota 55]2] Phone Contractor KNUTSON CONSTRUCTION COMPANY Address 5301 East River Road, 11101 City/Zip Code Minneanolis, MN. 55421-11 D , gectht?J-i Phone 612-572-575 Arch./Engr.Boarman Architects, Inc. 710 Chamber of Commerce Bldg. Address 15 South Sth Street City/Zip Code Minneapolis, MN. 55402 Phone U 612-339-3752 Ereet ? Occupaney Bc2,H•4 Remodel ? Zoning PF Repair _ Type of Const IL rJ Addition # of Stories Z Move Length 2 I (v Demolish Depth 17 Z Int.Impr. _ Sq Ft C-10 Install _ APPROVALS FEFS Assessments Permit N/a Water/Sewer Sureharge 580. Police Plan Review u/A Fire SAC 3325. Engr Water Conn u/A Planner Water Meter N/A Council Road Unit N p. Bldg Off 5W Treatment P1 N/A APC Parks r+/h Varianee Copies 20T9L NOTE: 9DDHESSSS FOR CORNEfl LOTS - CONTRACTOR/HOMEOWNER MQST DESIGNATS WHICH ADDRfiSS IS DSSIRED. NO CHANGFS WiLL BE AI.LOSiED ONCS BOILDING PERMZi IS ISSDED. • f7EeM i T o 00 ¢33 ?i1oo,oo(D 7 75b ?It33 SuRc-H??? cIXj x ocl::D¢ x Z0q,0Z)o = 5 8C:, • PLAN ?SJrEW 3?83 ? Z ? ls`l!, sb ?jAG ?- I ZS Z?soo 5l x 83 = ¢233 SI x s? ° 2gsr? Zo5 F?°I b SIx5(?=Z85Co 4pr-96 = 2240 ¢o x S(o ° 2240 lo x Zo ` 2°" Z6s?59'??o = 4.1 1 s3(17 = Q- 4? = 3• I 'I•Z OR 1 x 4-7 5 = 3325 ?WAL N /?* ti /a 2oa.o clN? i ---- TP ` N /a PArz LL N//? L I,t , aeel ior, I ? MEMORANDUM TO: KEN DAMLO, ASSISTANT FINANCE DII2ECTOR FROM: JOE MERCHAK, CONSTRUCT'ION ANALYST DATE: AUGUST 28, 1990 RE: SAC FOR THE MAINTENANCE FACILITY EXPANSION A building permit (#18193) has been issued for the above-referenced project. The fee shown below should be remitted as follows: Metropolitan Waste Contro] Commission Sewer Availability Charges: 1 unit x 600 =$600.00 , WtR-? nstruction Analyst JM/mg REACTIYATE _ PERMIT CITY OF EAGAN 1993 BUILDING PERMIT APPLICATION 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: I) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date March / 3 / 1993 Valuation of work $631,035.00 ? Site Address: 35oi ?---?----- STREET SU[iE Y Tenant Name: (commercial only) citv of Faaan IAT 1 BIACK ? SUBD. Aa??1 I? r•? ? P.Z.D. * Descri ti0t1 Of work: New 23,000 s.'ft. sin le sto storaqe buildi The applicant is: ? Owner E3 Contractor ? OtI12!' (Deseribe) Name citv of Eaqan (Arnie Erhart) Phone 6Rl--4300 Property LAST FIRST Owner Address 3830_ Pilot Knob _Road SiREET STE N " City Eaaan Stdte Minnesota Zip 55122 COrtipdny Penn-Co Cbnstruction, rnrc. Phone 687-0648 Co ntractor Address 1301 corporate Center Drive, #150 Lttense # Exp. City Ea4an State m Zip 55121 Company staa Architects znc_ Phone 370-0700 Architect/ Engineer Name Jeff oertel Registration # Address 700 rr,i,-d StYPPY so,irt, Clty NLI1C1Eapol1S S4a4E NN Z1P55415 Sewer & water licensed plumber state Mechanical Processing time for sewer & water permits is twa days once area has been approved. I hereby acknowledge that I have read this application and state that the informatian is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY ? . BUILDING PERMIT TYPE ?? T ? "? ?? ? 01 Foundation ? 06 Duplex 0 11 Apt./Lodginy"'X 4i-Ql6 Ba"90mdX Finish ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Mist. O 17 Swim Pool ? 03 Sf Addition ? 08 8-Plex ? 13 6arage/Accessory ? 18 Comn./Ind. ? 04 Sf Porch ? 09 12-Plex ? 14 Fireplace . ? 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck JkT 20 Public Facility ? 21 Niscellaneous WORK TYPE ;ff 31 New ? 33 Alterations ? 35 Tenant Finish ? 37 Demolish O 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System - (Allowable) lst F1. sq. ft. City Water - UBC Occupancy [i-2 2nd F1. sq. ft. PRV Required Zoning p Sq. Ft. total Booster Pump # of Stories _ J_ Footprint 5q. ft. 24y„° Fire Sprinkler Length 2 g o On-site well Census Code Depth B o On-site sewage SAC Code u??5 0 APPROVALS Cs s COnbuS Oume/'661p PlA Planning Building Assessments Engineering Yariance REOUIRED IN SPECTIONS ? Site ? Fo oting ? Framing ? Insulation ? Wallboard ? Fi nal ? Draintile ? Fireplace Permi t Fee N/c^ v,t,,,c;,,,: g G3 2 oa? - ? Surcharge 314.010 Plan Review ur? CiTy Pr03ecT; License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: SAC % -?' 5AC Units ?- REACTIYATE ? PERMIT'?Y ' " 4 1 CITY OF EAGAN 1993 BUILDING PERMIT APPLICATION 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 coPy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Marcn /3/ 1993 Valuation of work s631.nis_nn Q•+ Site Address: 35oi coact,man-Rsad STREET SUITE / Tenant Name: (commercial only) city of Faqan IAT I BIACK ? SIIBD. Ji-,-I( ? P.I.D. 0 ` ( ?,C?t?t Descri tion of work: De*,olition of a 40 X llo tora e builain The applicant is: ? Owner El Contractor ? Other (oa6«iee) Name r; ty of Faaa., (rn; P hart 1 Phone Property LAST FIRST Owner Address 3830 Pilot Knob Road STREET STE X Ctty Eaqan $tate m Zip 55122 Company Pann_n rr,ng+,-,,..+inn 7n? Phone 6A7-0645 Contractor Address iim m,-rr»-arP cr,- rn-_ .4190 License # Exp. City Fa9an $tdtE m Zip 55121 Company siaa nrcbitects, rnc. Phone 370-0700 Architect/ Engineer Name Jeff oertel Registration # Address 700 Third S reet ^nuth - C1LY Minneapolis State NiN Z1P 55415 Sewer & water licensed plumber state mecnanicai . Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation El 02 SF Dwg. ? 03 SF Addition ? 04 SF Porch ? 05 Sf Misc. ? 06 Duplex ? 07 4-Plex O 08 8-Plex ? 09 12-Plex ? 10 Multi. Add'1. WORK TYPE ? 31 New ? 32 Addition ? 33 Alterations ? 34 Repair GENERAL INFORMATION ? 11 Apt./Lodging a- + r? a6 B+as4nent Finish ? 12 Multi. Misc. O 17 Swim Pool ? 13 Garage/Accessory ? 18 Comm./Ind. 0 14 Fireplace ? 19 Comm./Ind. Misc. ? 15 Deck @' ? u 'c Facility ? 21 Miscellaneo ? 35 Tenant Finish 19 37 Demolish ? 36 Move Const. (Actual) Basement sq. ft. (Allowable) lst fl. sq. ft. UBC Occupancy 9_2 2nd F1. sq. ft. Zoning Sq. Ft. total # of Stories Footprint Sq. ft. Length On-site well Depth 40 On-site sewage APPROVALS Planning Building Engineering Yariance REQUIRED INSPECTIONS ? Site ? Wailboard ? Footing ? Final MWCC System City Water PRY Required Booster PumP Fire Sprinkler Census Code 6 y9 SAC Code Cgms" CAM?>US f.?.N1{' O C_a,nSUS ?wnE?'YO?P PI.U Assessments ? Framing ? Insulation ? Draintile ? Fireplace Permit Fee Nk. vei,sc;a,: g? Surcharge ,so Plan Review license Pe?? }?ees w4,??9 MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. CoPies Other Total: SAC % SAC Units Li ity oF eagan I MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE (612) 681-4600 FAX: (612) 681-4612 TDD(512)454-8535 December 22, 1992 MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 661-4300 FAX: (612) 681-4360 THOMASEGAN Mayor PATRICIA AWADA PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Members THOMAS HEDGES QN Admininstratoi EUGENE VAN OVERBEKE Qty Clerk MR JEFFREY L OERTEL BRW ARCHITECI'S INC THRESHER SQUARE 700 3RD ST S MINNEAPOLIS MN 55415 RE: EAGAN MAINTENANCE BUILDING "COLD" STORAGE FACILITY Dear Mr. Oertel: For the storage use as described in your ]etter of December 21, the "mezzanine" design as proposed is acceptable. If you have any further questions concerning this matter, please do not hesitate to contact me at (612) 681-4675. Sincerely, ? m?wk- Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development JM/js cc: Doug Reid, Chief Building Official Building Inspectors Arnie Erhart, Supt. of Streets/Maintenance Tom Colbert, Director of Public Works Penn-Co Construction Co., 1301 Corporate Center Drive, Eagan, MN 55121 THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Aflirmative Action Employer CITY OF EAGAN FOR CITY USE ONLY 3830 PILOT KNOB ROAD EAGAN, MN 55122 PERMIT # PHONE: (612) 454-8100 RECEIPT # O O I4?Ck?d?NSfl?i17%;Mx?T DATE: / 9 lt?S.TDE?I?XAZt' PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLZNGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ -------------------------------------------------------- WORK DESCRIPTION FEES NEW CONST ADD-ON MINIMUM $15.00 ADD ON HVAC 0-100 M BTU 24.00 REPAIR ;;k ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT OWNER NAME: SUBTOTAL: $ SITE ADDRESS: STATE SURCHARGE: .50 LOT_: BLQCK SUAD. TOTAL: $ INSTALLER: GIIVZ-RYAN PLUNIDING & HEATING OOMPANY ADDRESS: 14745 South Robert Trail SIGNATURE OF PERMITTEE CITY: Rosgnount ZIP: 55068 PHONE #: 423-1144 COMNf$&G`IAL(TNDVST"AT;L PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY SUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: OWNER NAME: (.C?/ ? LCc-c1 ?c--__ SITE ADDRESS: LOT:? BLOCK ao SUBD..C?i./,(.irw ?Sp INSTALLER: ADDRESS :/1/7`7?S :2• CITY: 40??? ZIP: Ssd ? ? PHONE #: ya3' // FOR: ZZ? CITY OF EAGAN FEES 18 OF CONTRACT FEE. STATE SURCHARGE a $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING - $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 STATE SURCHARGE $ • Sv TOTAL: $ e S ? ( S I NATtJR ) io O>?DD ??n as' , AfASTER CARD LOCATION OWNER STRUCTURE AND /? IAND USED AS S?A?A f:! , /I ?O L , Permit No. Issued Issued To Coniractor Owner BUILDING C L F PLUM8ING - . -V-- -V- CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING !H y/ GAS INSTAUWG SANITARY SEWER OTHER OTHER „ ,,..3 '_? C.?r , - Items Approved (Initial) Date Remarks Distance From Well FOOTING JQ SEPTIC FOUNDATION CESSPOOL FRAMING i TILE FIELD FT. FINAL ELECTRICAL ? HEATING - DEPTH OF WELL GAS INSTALLATION $EPTIC TANK y/ CESSPOOL -? DRAINFIELD ? H PLUMBING WELL SANITARV SEWER Violations Noted on Back COMMENTS: 1988 HQILDING PERKT ALJPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS 150 q3 INCLUDE 2 SETS OF PLANSt 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTEs ADDRESSES FOR COANER LOTS - CONTRACTOR/HOMEOWNER MOST DESIGN6TE WHICH ADDRESS IS DESIRED. NO CHANGES WILL HE ALLOWED ONCE BOILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL ONITS FOR SALE UNITS # OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURYEY - CHECK WITH HLDG. DEPT., t SET OF ENERGY CALCULATIONS COtMSERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS To Be Used For: SA M' S7'eRN9E Valuation: ? Date: Site Address 350/ ce-qc"/, AlnN /PGf Lot I_ Block +) Parcel/Sub 10 - 0 I 4 D D- 0 10- 2? Owner _Cic'tV e F E.9g/7N ? Address 3130 / i/0'f' k??o beW I City/Zip Code &qqplfMw SS/11 Phone - p o U ?OJ9P_ 1( 14A1 e C. .Vs r d- Contractor Address f o1? 9 ??i? ?7E, ?/ ?? City/Zip Code 6'?WE /t/?e,i y?e,?/Y5??3 Phone -6 /A 9.? 3 - Arch./Engr. eyfFl' T WiuASc'PCf1 Address City/Zip Code £//K1.00¢,/vewl°4 Phone U0 7)- 7 3 b$ DUO On site sewage MWCC system _ On site well _ City water _ PRV required _ Booster Pump _ APPROVALS Engr/Assess Planner Couneil Bldg. Off. Variance Oecupaney 13-4 2oning P F Aetual Const V- N Allowable V-/? - # of stories ( - - Length ? Depth ? S.F. Total a30C Footprint S.F. ,J300 FEES Permit Surcharge _3?i.oa Plan Review SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL . _ .? r CITY OF EAGAN (v°_ 15 0 9 3 3830 Pilot Knob Road, P.O. Box 21 •199, Eagan, MN 55121 BUILDING PERMIT t ?'?S?'PHON-"E: 454-8100 Receipt# low To be usedfor PUBLIC FACILITygt. Value $68,000 Date NIOXg$ JUNF 1 ,?g 88 SiteAddress 3501 COACHMAN RD Lot 1 Block 28 Sec/Sub. 16 Parcel No. 10-01600-010-28 I a Name CITY OF EAGAN w 3830 PILOT KNOB RD I z Address a City EAGAN phone 454-8100 Name P?K LANE CONST & DEV CORP ? 10269 OLD ROUTE 31 W I oc`i Address ? 04 m City NEW YORK phoneQ15) 923-9222 ? r? wW tz x? I uw UI a Name_ Address City_ 1 heraby acknowledge that I havad this information is correct and ag? to co MinnesotaStaWtesandCidoq?, gan0 of Signature of Permittee' I A Bwlding Permil is issued to:PARK LAI9E-C4Nfi3-&__DEV- on [he express condmon thai all work shall be done in accordance with all applicable State of Mmnesota StaWtes and City of Eagan Ordmances. BuildingOfficial_Uft0W(LI Ar OFFICE USE ONLY On Site Sewege - Occupancy S-4 MWCC System - Zoning PF On Site Well _ (ACtuap Const V-N City Water - (Allowable) V-N PRV Required - # of Stories 1 Booster Pump - Length 49 ' Depth 47' S.F. Total 2300 Footprint S.F. .7300 APPROVALS FEES Engr./ASSess. Permit 34.00 Planner Surcharge Council Plan Review Bldg Off. SAq City Variance SAC, MWCC Water Conn. Water Meter Road Unit Treatment Pi Parks 34.00 TOTAL ' 1991 BUI 1LDINU?E4RMTT1 APPLICATION SINGLE FAMILY DWELLINGS 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS 1 SET OF ENERGY CALCULATIONS CITY OF EAGAN MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL REGISTERED SITE SURVEYS - & STRUCTURAL PLANS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS # OF FOR SALE UNITS PENALTY AYPLIES WfiEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED nNCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LATS - CONTRACTOA/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALIAWED ONCE BUILDING PERMIT IR icgpoD, PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. An.1) ,-nenl rV, 64 To Be Used For: 5AA7' S"jy?R/4G? Mt?uation: OOO. G'O Date: Site Address 55- AQ Lot i Block _) ? AlnC_G,I?oL-o?c•: -2? Parcel/Sub?pri-f-?fv?/ Owner G;g; 7`y Of 69-(iAdl Address 3,T0/ Cx9,152iIft,441/i.A. City/Zip Code fAGAAI' /yj?"/yj /1W, Phone(!? /1IMy-6799:Q Contractorb,;55T &W gW?AiQ/i%A-y Address City/zip Codeg/6bT ; G.+.?? Phone(yi `t,) 33 y- 3 81/ Arch./Engr. PA-T Address?7? 'do/iQ_ City/Zip Phone #jf71li ) C3 36 -,,a OFFICE USE ONLY Occupancy ?- Z Zoning PF Actual Const "[7-Et Allowable 9 N # of stories 1 Length 199xz - Depth 19 r? S.F. Total zj`JGO Footprint S.F. /fZ_ On site sewage= On site well MWCC System = ,?;iry water = PRV = Booster Pump = APPROVALS Planner Council Bldg. Off. Variance FEES Bldg. Permit Surcharge S`I,c,- Plan Review SAC, City SAC, MWCC Water Conn. Water Meter Acct. Deposit _ S/w Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Iraii ued. Copies SUBTOTAL Penalty Lot Change TOTAL 59, e; n that all work shall be done in accordance with Signature/ef Ct?ntractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. l"??• w? p SALT S10RAGE BLDG BUILDING PERMIT To be used lor ADD7 CITY OF EAGAN N? .19141 3830 Pilot Kns?b Raad, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 /j ? '? / p ? Receipt # 0 ?? ?? Est. Value $118,000 Site Address 3501 COACHMaN up Lot 1 Block 28 SeGSub. SECTION 16 Parcel No. w Name CITY OF EAGAN ? Address 3501 COACHMa RD ? Cit EAGAN Y Phone 454-5220 tF Name WEST BEND AMERICAN ?i Address 2334 STONEBRIDGE CIR r Ciry WEST BEND WI phone (414) 334-381: ww Name PAT STORRS Address gW City WEST BEND WI phone (414) 338-653 I hereby acknowlege that I have read this application and state that ihe informallon is correcl antl agree to comply wnh all apphcable Stale of Minnesota StaWtes and City of Eagan Ordinanc s. / Signature of Permitae A Bmlding PermR is issUed to: WEST SEN AMERICAN on the express condition Ihat all work shall be done in acwrdance with all apphca6le State ot Minnesota SlaWtesI and Ciry of Eagan Ordinances. BuddinqOificial ? 1(1 AIA,? ? OFFICE VSE ONLV Occupancy p- 2. FEES Zomng py__ (ACtuap Const V=N 61dg. Permrt (Allowahla) V=N Surcharge 59.00 F ot slories 1 Length 4,9' Plan Review Depih QL SAQ City S.F. Total 4,700 S.F.FOOlpnnis 4,200 SAC,MCWCC On Sde Sewage _ Water Conn On Sile Well - WatBr Meler MWCCSystem _ City Water _ Accc Deposit PRV Required _ SM' Permit BoosterPump - S/WSurcharge Treatmenl PI APPROVALS Road Unn Planner - park Ded. Council _ BIdg.Ofl. _ Copies Variance - TOTAL 19.00 ;A ? 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS , 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SAL'r: Ut1i:S PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQtIEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PEP.MIT MUST SHOW A LICENSED PLUMBER. 17 ? //?/? / JUL * RECD ???Ccs1 l??Gi.•r'YC.?.a?cc'? ?/ ? ??7 To Be Used For: ?E-XPAN$(?aluation: Date: Site Address ,:7sG czchmGn Aa• ? Jrcc oco-OFFICE USE ONL Lot _j Block :??Zfy Parcel/Sub _ ?l ??? • ` ?% Oconer Address 3F3 c2 'va/2 /?_,,'_ City/Zip Code 4cG.o. ?tiN p Phone ?.S 7` - O?-? Gontractor Sf??w-[?tdNDfU/S T' Address City/Zip Code ?Tf1uGIniNN Phone ?-y?'7- G'??70 ? „s YYkcNqN4'1" T ? Arch./Engr. nadress ?7-le5lf`'' SlS7? City/Zip Code Arlnvu1 60 /i5., /k/Al ?S?IS Phone # J?2(J -0700 i FEES Occupancy 62 H4 Zoning P Actual Const a.R ,SPR Bldg. Permit Allowable Surcharge # of stories Plan Review Length SAC, City Depth SAC, MWCC S.F. Total 5500 Water Conn Footprint S.F. 5$p0 Water Meter Acct. Deposit On site sewage_ S/W Permit On site well _ S/W Surcharge MWCC System _ Treatment P1. City water _ Road Unit PRV _ Park Ded. Booster Pump _ Copies SUSTOTAL APPROVALS Penalty ? Planner TOTAL Council Bldg. Off. '!?ft71Z4 Variance r -. ? - ?. , ? _ •, ? •? EAGAN MAINTENANCE GARAGE I CITY OF EAGAN N? 18193 3830 Pilot Knob Road, P.O. Box 21-1 99, Eagan, MN 55121 r • PHONE:454-8700 ? i BUILDING PERMIT ' " . Receipt # j To be used for 1DDITION Est. Value $566,000 Date JULF 24 I , 1920 Site Address 3501 COACHMAN ROAD SECT 16 1 Z$ OFFICE USE ONLY . Lot Block SeGSub. ? . I Parcel No. occupai,cy BZ ? H4 Fees Zoning P w Name CITY OF EAGAN (AcNaq Const IIN SPR Bldg Permit -' ; Address 3830 PILOT KNOB ROAD (Allowable) _ S283.00 p City EAGAN Phone 454-8100 x oi srories Surcharge - Length Plan Review " o Name SHAW-LUNDQUIST oePm SAC.City bbfi.on I o? Address 2805 DODD ROAD 55121 sF rotal 5_500 I City ST PAUL phane 454-0670 S,F Footpnnts 5.,500 snc, nncwcC On $ite Sewa ge _ Water Conn Name BRW on snewen waterMeter 11 HI Address 700 3RD ST 50 MWCCSystem = - . MPLS Phone 370-0700 City Cih Water - Acm.Deposrt PRV pequired _ S!W Permit ? I here6y acknowleqe that I have read this application and stat i Boaster Pump - SNJ Surcharge mformahon is correct and agree t comply with all applica e Sia I I Minnesota Statutes an ol a rdinances. Treatment PI i I Signature ol Permiie ` APPROVALS Road Unit I , A Building Permit is issued to' Planner - park Ded. ? on tha expre55 condition that all work shall be done in accordance with all CouncA ; appiicabla Stale of Mmnesota Sta es and Cdy ofFAgan,prdinances. BmldmgOfficial Bldg. On. Vanance Copies - TOTAL 83.00 ? i ?S city oF eagan -'? TFiOMAS EGnN 3830 GILOT KNOB ROAD NOra EAGAN, MINNESOTA 55722-1897 DAVID K GuSTnFSON PHONE. (612) 454-8100 DAMFIn n/CCRfA FAX (612) 454-8363 TIM PAWLEMY THEODORE WACHIER Counal Mem6ers 1990 July 19 THONdS HEDGES , Crty P.tlmmi5bator EUGENE VAN OVEROEKE O¢y CI¢rk ROGER JANZIG METROPOLITAN WASTE CONTROL COMMISSION MEARS PARK CENTER 230 EAST STH STREET ST PAUL, MN 55101 RE: SAC UNIT DETERMINATIDN FOR 3501 COACHMAN ROAD, EAGAN Dear Mr. Janzig: Enctosed for your use are die floor plans for die City of Eagan maintenance faciliry expansion. Please determine and inform our office of the number of SAC units to be charged against tlzis project. Sincerely, 6AC fn anz? Joe Merchak, Construction Aiialyst Protecrive hsspectiwu JM/js Encl. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND 6ROWfH IN OUR COMMUNIN Equal OppoAunify/Affirmative Action Employer CITY OF EAGAN APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION *OTw,: PA'I,':NP:OF FEE AT TIME OF APPLICATION DOES NM CONSTITUTE APPROVAL OF PFF011T. nssPncrzotv oF sENM ArID/ox FwM ZpSTALLaTrONS WII.L N(YP BE SC?IIED- UI.ID UNPII. PEEtMIT HAS BEM APPROVID. -- P ease Print l) PROPERTY ADDRESS: ,35-0-1 K?7,1e',&?A a '" LEGAL DESCRIPTION: /0 Q/(o p0 01D z8 Lot Block Subdivision or Tax Parcel ID ) IF EXISTIf7G STRL'Cl[.'RE, DATE OF ORIGINAL B[.'ILDING PFRMiT ISS['ANCE: • ' lMon Yearl - PR£SENT ZONING/PROPOSID LSE: COD411EFtC2AL/RETAIL/OFFICE ? R-1 SINGLE FAMILY ' ? INIDCSTRIAL Q R-2 DL'PLEX (I%vo L?nits) n INSTI2L'TI0NAL/GOVER1II1E,'NT ? R-3 1DW6IIi0IISE (Three + Units) ( Units) . [? R-4 APARTNEN'P/CODIDOMINILTI ( Units) 2) ADDRESS: ciTY, srAxE, zIP:-'?.v PxorE: uf - 3) ' u ca• - NAME: ADDRESS: • i CZTY. STATE, ZIP: . ' PHONE: MASTER LICETISE# rlumoers t,icense: Active Y?tpired Not recorded Sta?f Initial 4) •?• • • ? o,.i?•9 . NAME:_ ?., 7'j' Q.G ,6?91417 n! ? ADDRESS: ' CITY. STATE, ZIP: PHONE: • •5} .? v • ? r: ?• ? • ?? • o. q:..y4?. - - - -- ? OONNF.CTION TD CITY SfiSqm ? COfSIDCPION TO CITY WATII2 ? O'I'f?R 6) PLEASE HOLD APPROVID PERMT EC)R PICK-IJP BY ONE OF ABOVE PI.F.ASE MAIL APP PERMIT TO 1, 2, 3, 4, ABOVE ? A ? (Circle one) 7) !?- - . F4R CITY USE UNLY PERMIT # ISSL'ED r 7W Pd w/Bldg. Permit c S $ $ $ $ S $ $ -?3 '3 2 S • n--c? $ \fZq? i3P? -LU S $ $ ' $ $ $ FEES: S c c $ $ $ S $ $ $ c SEWER PERMIT (INCLUDE SL'RCHARGE) WATER PERMIT (INCLODE SL'RCHARGE) .. WATER METER/COPPERHORN/OCTSIDE READER WATER TAP (INCLL'DE CORPORATION STOP) SEWER TAP ACCOUNT DEPOSIT - SEWER ACCOL'NT DEPOSIT - WATER WAC SAC TRDNK WATER ASSESSMENT - TRC'NK SEWER ASSESSMENT LATERAL BENEFIT/TRC'NK SEWER LATERAL BENEFIT/TRL'NK WATER WATER TREATMENT PLANT SORCIiARGE OTHER: TOTAL RECEIPT RECEIPT DOES OTILITY CONNECTION REQUIRE EXCAVATION IN PC'BLIC RIGHT OF WAY? ? YES IF YES, THEN A"PERMIT FOR WORK WITHIN POBLIC Q ROADWAY" MUST BE ISSL?ED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY; TITLE: DATE : $ $ ' Aaweaua, Rwun, ?o?da+ell? & lQedoo? ,iia. ' ' \? A}Ar? ?-? 197$ 2s.ts N. ?+wwi Aqk"? 06 S1. pw4 A4taKedda 551f8 PAoAw 696-k600 i ' i ? t J Vweh 7. 1975 i a» amteo compaiN f.35 soo1 W. aftb ft• lkda 901 7 Bloooirsnae 11s. 33437 &teat Itr. 1Isy Rariew tet Isspatioe FmoMlist Ynblle Wastts IItiildlaf ?io?Mt tl1s Ib. 7340! - Ciq o! lipf Olto G. Bone:lrno, P.E. Rabert W. Rorene, P.E. JnsepAC. Anderl/k, P.F. e.aam.. A. c.,Ra..a. rr. '. Aabert D. Frisamd. P.S. _ RicharAS. Tumeq P.E. - Jem.i c olron, A£. Lowrmce F. letdtlen, P.E. ' Gles. R. Cook, l.E. . Ketd A. Osrden. P.S. Thorow E. Noyer, P.B. Ch/r4i A. b/IC7uon Rahad W. Paeer Rnbert G. ScMnWN! Mwvfn L. 9arw1d C?stlw?n i 1'raawdtftA 4mwith is tbe ia"Mttm fudtist lten aor l,asp"tLea of the abew subjosc proMe ra iamoolry• Wse6 69 1975. lkla is snt a lteal aat tma aq 1e ri/ltfsoal it,aM tMat ft"in attansion betore t6e ts"eet to titi". If tl+sse !s wp Qa"tioa an CLe list, plYN !Ml f!M Es aootaot aat otilas. Loota wtxy tralr. l?il00? iOfflB? ?IR ? ? lOC? 3sadtotd . LemmDuill r.s. a , D?[.t li =anl. , ,- . ? s sc t sill 1saseed/ , Cicy et tago ? ? . , . 7 ? . r . ? I / ? p t '!sd Waahtlatf ?? s ? ,;'?. 1tlbS 3n ? sy?otsl+eu? " 2. ?tmsiud Lowwr M?s b? ? ? 3. iest d?R ? Aoo1 ?. Outside sill esaktbm S?%?/?f S. SbsMi?o?.d d°°s 6. T3,ows ??" ? ? ? ? • ? .e a,a. ? ? ?'' ??JS oE?" i• tlal?5 hisW ??s. ?? ? x pus to va11 +??s d? lpp ea * u, g? oa ?Aoes sa?'S ? ???ee ?07? iil?x, S a ?? n/, `, 13. ? ea ?x wl? i.? ? - ., ?... 14. aL??P tilos si? ? . . , ?.??.A ; Boy WAOp. i:s0 La??sL 04J tieish ?tsla?l G' ' 3' ? / ? ?osNS Nsas ?. " . .. , ??,aout aa,o? .see.rs . i X7. Cosa?? ? ??a ;laos, MM ?al , 1u0 do" saulo W"p13 ?10. ???? i stMt 11. ? *12t a s+r0 %11.' f?-? _ . ,. ? ?; , ? 17t. ? ? ? wai t? i;13• ,,. ..d. C. ?iT1?IR e?sa oat" = ? .j ?. ri+s8s ?? ? rieiwr f? ?? ??ly «w) i. AA3V!s ? ?. Ca?Pk? ? ? 6ses - fa'Ot #it - ? , a IL?s????? ? ); a. leot ec?? aa e? !. =W_1!?_ ? i+eR? M?'? te°M D. p? ? ?%ffta{? . . . . . . . ' .. . . ; a J r C F. . .. .. . " a• ? ' /1. 00/ H:ety Ohs" SUAIM' i . . ' . 2e p •ae 3~ rimt q4m to '0ists . ' ..., . , , ' • ? 3. Clsawp raot daek at w! 7Us openbe ,. . ' 1/4. cbeeit sas luk st lesasas ? - VS. fin"b al"ssieal ; - Twab sp Yalst m sro! 1oo1t" 70 lalat !oy o[ te DiN ; - - } , t. OLQ "RAM . . . . .. . 1. AjYeL double doOt ? ' - • . t/ "3. Ya1aC dwble aes! D. Ymtro DslAgtn t.o wll ;? • . - -_' 4. ?1001 ; ' . 1. YtLlt ?l4Nr 6st?h ' !. Lovar wnt sria es" „ 3. Rale L? llsshloa *wwt o! 1d?tAU ?adao?! LAOd i. Plumbiryf namka tw lov..a+D aes wle/ a? Knk p46 !. Chaet mtlse reot ? 1. "imt all tlloAew ' ?/2. ClOa w1L abo+m vali otWt _9._Cewirs oa telophosn ouW" M alI ww Mdliis* ° 4. t" up asiliog laLas pWt /!. A?ast dost late o4+orap roo? - =?IN V . ? b-r'!`ain leaksot asmaud aa Wot to stpolp tam ?..6y to be o? sterw iesa? V ' I. ii10m'0 lOILO.T - - ' 1. Loost floes tils 2, cerem aonr es t1o.r asrto 3. c1m up asscr... ? 4. ?leiw ea?iost asd at-s?s 1. DoeDli 600T - 4eM md lUo7t • E.-3`a=ot pwsl seod ,, `. , ?3. 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A a OrAMb 5??? ?? ? -L ° ?r-mvn 55K.t le 1fjlz? m 214!4 1o a[ 6oa o ) o z6 ?--? ? e/c) 11 ? / ,- I • , Re uirements 2000 BUII.DING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 551-6$1-4675 ?7 = LI Foundation Onl New Construction Interior Im rovement • SWCtu21 Plans (2 sets) • ArchitecWral Plans (2 sets) • Archilectural Plans (2 sets) • Civil Plans (2 sefs) • SWclural Plans (2 sets) • Code Analysis (7) " • Certificate of Survey (1) • Civil Plans (2 seLS) • Praject Spea (1 seq • Code Malysis (1) " . LanCSCaping Plans (2 sets) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Tes6ng Schedule " • Certificate of Suney (7) • Energy Calculadons (1) not always•' ! • Spec. InSp & Testing Schedule (1) • Elec. Powar & Lighting Fortn (t) not always" ! . ProjeMSpecs (1) l 1 • Energy Calwlatlons (1) 1 • Electric Power & Lighting Fortn (1) 1 • Master Exit Poan (1) i ! • Fire Protection Plan (1) 1 1 1 . MClES SAC detertninatlon letter • MClES SAC detertnination letter • MGES SAC delertninatlon letter call 651-602-1000 ca11851-802-1000 call 651-602-1000 " Contact Building Inspections for sample Food 8 beverage or lodging facilities: Plan must 6e submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE: y 7` ?:lO WORK TYPE: 41K NEW _ REMODEL CONSTRUCTION COST: 13, 2J' DESCRIPTION OF WORK: TENANT NAME: C'fv' o/- 6Er9 0. !9/v SUITE: FORMER TENANT NAME: p? SITEADDRESS: .J?S'OI Co irC`i1-/,'/n/ LOT?BLOC?a SUBD g? ` CJ Name: Cl,n/ o F Phone#: ?o( S / 0 0 PROPERTI' Last ? First OWNER /f / ? Street Address: 3?j O /0 7` //iv dYJ /?/vs/ City .I'/t/ Stare: A?V Zip: Company: ('i 94!/ O? FA-G Vhl Phone #: CONTR.ACTOR Street Address: City State: Zip: ARCHITECT/ / n ENGINEER Company: ?, 1 , n / /H NGI r, C_ P6one #: t5'0l'9 Name: 0 fA ? 4,, /pq K 4' Registration #: Sueet Address: ..rS-6 / -C Sn a l'L) /tY.v E / VC i Ciry /4C:R4 Stau: IrN Zip: ?? 80' Seweriwater licensed plumber (if InsWllina seweNwater): Phone #: I hereby acknowledge that I have read this application, state that the infortnation is correct, and agree W comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. /] Signature of Applicant: ?,/,i?¢?'/ c CAi?a?t/f OFFICE USE ONLY . • I . BUILDING PERMIT SUBTYPE ? 01 Foundation O 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments A 27 Commercial/lndustrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF WORKTYPE Cc„a/57/v Q? gas f4,s.rx N 31 New ? 34 Repair ? 37 Demolish Bldg. ? 43 Reroof ? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 33 Alterations ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair ? 46 Windows/Doors TI N GENERAL INFORMA . Census Code Zoning sq. ft. SAC Code 30 # of Stories sq. ft. No. of Units ? Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System .eo (Allowable) First Floor sq. ft. City Water UBC Occupancy s'-3 sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation ? Plumbing ? Stucco/Stone APPROVALS Planning Building Ls- Engineering Variance Permit Fee Surcharge Plan Review MC/ES SAC Ciry SAC Water Supply 8 Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Traiis Dedication Water Quality Other Copies VALUATION:$ a ? % SAC `-? 5AC Units Meter Size ?- ?-- ---- ---- ?-- e.- ,e4? ,?ry Total CITY USE ONLY .? L B RECEIPT #: SUBD. S-e C" Q y? ? to RECEIPT DATE q--51-C?d APPROVED BY: I ??f,e?a,? , INSPECTOR PLUMBING PERMIT #_??SC) ?-{ 2000 PLUIJIBIN& P£RMIT (COMIrIFRCIAL) . CITY OF EA&AL1V 3$30 PILOT KAC?8 RD fA6AN, TYiN 55122 651-681-4675 Please complete for: all commerciaUindustrial buildings mulh-family buildings when separate building permits are not required for each dwelling unit installation of backflow preventer in commercial areas or residential boulevazds Date: q? &-4??o Description Add-on Repair U.G. RPZ ? I% of confract pnce or $30.00 minunum Conhact Price??? x 1% _ $ 11:Pr 1014rl?c=l COMPLETE TFIIS AREA ONLY IF INSTALLING UNDERGROLIND SPRINKLER SYSTEM Base Fee - $ 30.00 R'ater Me[er: 2" Turbo $897.00 unless plan approved for smaller size $ 1-1/2' Turbo - $726.00 Service: _ existing (if coming off domestic line) OR _ new If "new servire" contact Jerrv Wo6schal/ Finance Consultmrt to confl?m adding fees for: Water Permit & Surcharge - $ 50.50 $ Water Supply & Storage - $ 840.00 $ Water Treatrnent Plant Chazge - $ 492.00 $ cc: Diane Downs, UtJiry Billing - und¢rground sprink[er permirs State Surcharee $SO TiliilIllLTi; ca,calate at $.50 fo: ea;,h $;,C00 Base Fae Base Fee $ ? Sta[e Surcharge S Tv:8l FYY Q I hereby acknowledge that I have read this application, state that the infortnation is coaect, and agree to comply with at] applicable City of Eagan ordinances. It is the applicanPs responsibiliry to notify the property owner that the City of Eagan assumes no ]iability for any damages caused by the Ciry during i[s normal operational arid maintenance activities to the faciliries constructed under this permit within City property/right-of-way/easement. siTE a.DDR-Ess: 14 1.2 TENANTNAME: TELEPHONE#: v ? (ARE CODE) WAS THERE A PREV I S TENAN'I' IN THI ACE? Y?C N NAME: IINTSTALLER NAME: t` ,I TELEPHONE -?r (AREA CODE) sTxEETa.DDxESS: 2S l /lr/ ilelo- e? v-J a CITY: ` - -- ---- - ST T'E: ZIP: S?EJ ? - - . : SEP i 3 2000'? SIGNATURE OF PERMITTEE LPyq S1 Ol?CJU COMMERCIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 651-681-4675 as-o ? ,. ?.ay-C.)l Foundation Onl New Construction Interior Im rovement . Structural Plans (2) sets . Architec[ural Plans (2) sets . Architectural Plans (2) sets • Civil Plans (2) . Structural Pians (2) • Code Analysis (1) " . Certifcate of Survey (1) . Ciwl Plans (2) . Project Specs (1) • CodeAnalysis (1) " . LandscapingPlans (2) • KeyPlan (1) • Project Specs (1) . Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) . Energy Calculations (1)notalways" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power 8lighting Form (t)notalways" • Meter size must be established . Metec size must be established • Meter size must be established - if applirable . ProjectSpecs (t) 1 . Energy Calcula6ons (1) ! • Electric Power & LighUng Form (1) " 1. 1 • Master Exit Plan (1) L 1 . Fire Protection Plan (1)" 1. 1 . SoilsReport (1) y • MGES SAC determination letter • MGES SAC determination letter • MClES SAC determination letter call 657-602-1000 call 651-602-1000 call 651,602-1000 " Gontact ttullding Inspections for sample Food & beve age or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE WORK TYPE _ NEW ->CREMODEL CONSTRUCTION COST Z6nf?- SITE TENANT NAME _6::7-'TL( oSUITE # FORMER TENANT NAME DESCRIPTION OF WORK Name: ?#i??2 Phone#: D PROPERTY ast First OWiVER Ci[y State Zip Company Phone # CONTRACTOR Street Address City ARCHITECT/ City . State Zip ENGINEER Company_ Name Street Address Phane # ( RegisRaaon # _ State Zip Licensed piumher installina new sewerlwater service: Phone #: I hereby acknowledge that 1 have read this applicadon, state that the information is cor ct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. _/? f? Signature of Applicant: /( llpdated 1101 OFFICE USE ONLY SUBTYPE ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous ? 26 Public Facility >( 27 Commercial/lndustrial ? 28 Greenhouse ? 29 Antennae WORK TYPE ? 31 New ? 35 Tenant Impr ? ? 32 Addition 36 Move Bldg ? ? 33 Alterations ? 37 Demolish (Bldg) ? ? 34 Replacement ? 38 Demolish (Int) ? GENERAL INFORM4TION Census Code SAC Code No. of Units r? No. of Bidgs. Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq. ft. MISCELLANEOUS INSPECTIONS ? Gas 5ervice Test ? Heating APPROVALS Planning Building Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit 5/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies ? 30 Accessory Bldg. ? 32 Ext Alt - Apts. ? 34 Ext Alt - Comm. ? 35 Ext Alt - PF ? 37 Nail Salon 42 Demolish (Found) 43 Reroof 44 Siding 45 Fire Repair ? 46 Windows/Doors ? 47 Repair ? 48 Authorization sq. ft. sq. ft. sq.ft. sq. ft. MC/ES System City Water Fire Sprinklered ? Insulation ? Plumbing ? Stucco/Stone (a Engineering Variance -, ? VALUATION $ ? % SAC SAC Units Meter Size Total . S0 1C191 CITY OF EAGAN 1995 BUILDING PERMIT APPLICATION 687-4675 (COMMERCIAL) ? ` ?-, ?.. ._ ? C8?';;!-,J The followinp are required with appropriate certification for ail fl= construction: ??'„( . 2 eadc erchlteUUrel plans; meeh. # ebe. plans; fire apdnkbr plans; sWCturel plans; ake plans; landaceping plans; greding/dreinagelerosion eontrol plen; utilily plan . 7 each: set ot spedfiwtions; ael M energy plculations; elecpical power S IgMing form; Special Inspeetions & Testing Schedule . Let[er fran MCANS (phone #222-8423) indicatlng SAC Aetermination . Code anaysis irdiceflng: Codea used; occupenq dassifications; setbadcs; maximum allowable area as per Buiiding and City Codes along with sq. R. per floor, type of construction (synopsis of construdion componems) & any ocapancy or area separetion walls; occupanq loads; exit synopsis with a diagram hMiceting exiting loads from each room or area, Vavei paths & all rataO eortitlors; plumbing fatures; and parking. DATE: !;) - /,5--4 S WORK TYPE: _ Neuv I, REMODEL DESCRIPTION OF WORK: C°^'s?c??-c?,? b? ??? _?,?o•..?0 e???4 S Poa-??_ CONSTRUCTION COST: $'-lc 3a-o6 TENANT NAME: SITE ADDRESS: 3 ? C au.c.?k?A- V? ?D'a LOT ?_ BLOCK ? SUBD. ?Lf) I ? P.I.D. # PROPERTY Name: C•,c-1 0? ?us?aw Phone , OWNER '"" Street Address- City: ?...&cow"w State: ?-- Zip: coN7w4CTOR Company: Phone #: Street Address- Cfty; Zip: ARCHtTECT/ Company: Phone #• ENGINEER Name: Registration #• Street Address• City: State: Zip: Sewer 8 water licensed plumber: k3 'C* 1 hereby acknowledge that 1 have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ` ???- cIrr oF EacaN -- - 3795 PiIM Kno6 Rood Eagon, MN 55122 NC PHONE; 450-8700 4774 BUILDING PERMIT APPLICATION s To be used foe Pole $'+Jr000. Recelpt ?!, Barn Est. Volue Dafe MaY 2 Sire Addrem 3501 Coachman d. 19 ?$ L°t 010 glock 2 Sec. 16 Erect p p«upancY Sec/Sub. Alter Porcel .# ? Zoning ----?- - Repoir 0 Fire Zone Z Nome Cit of ?a an Enlorge ? Type of Const, Address ?'?O"e ? #,Srories ? ci Demolish ? Front Phone Grade ----'-'- ft. ? Depth _ ft. o Name Fredrickson Construction A pprovah Fees Address ? ??? Lakevi e Assessment Pe?it-?--- u? '-----?_ Phone Water & Sew. $urcharge (o S(/ FW Name Police Plan check ?z 3 Address Fire SAC -?? <1O Ci ?ne E^9- Water Conn. PlOn^et WaterMeter I hereby acknowledge that I Fwve recd this application and stote thot ?un"I the inforrnetion is correct and agree ro comPly with all appiicoble 8ldg. Off. -------- Stote of Minnesota Smtutes and City of Eagon Ordinances. APC Si9nMUre of Permikee Total A Building permit is issued to: oll work sholl be done in oc nce with` II on the express mndition thut Buildin Dil b/ Stote of Minnewta Statutes and City of Eogan Ordirwnces. g Official -- r ?- ? CITY OF EAGAN ??1 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 Iv a 12487 BUILDING PERMIT PHONE: 454-8700 Feceipt N Tobeusedfor MAINTENANCE Gar $1,200,000ate A[I_[iRT 9fl SteAddress 3501 COACHMAN &B'pf- '19?? Lot 01 elock 28 SECT 16 Erect fJ Occupancy Bz. H4 Sec/Sub Remodel fM Zoning PF Parcel No. 16-01600-010-2$ w 0 rc 0 U< ? U ? W W ? U? aw Repair ? Type ol Const. 7 TN Name CITY OE' EAGAN Addition Move ? ? No.Stories 2 Address 3830 P£LOT KNOB RD Demolish ? Len9th Depth --?? - - - - Ciry EAGAN phone 454-$100 int.lmpr. ? Sq.Ft -?- Install ? 43,000 Name KNUTSON CONSTROCTION CO "----- ` Address 5301 E RIVER RD. #101 Ciry MPLS phone 5757 Name BOARMAN Ag HITE TS Addre ss 710 CI?AIyBER pF CONLM $T DC Ciry MPLS phone 339-3752 I hereby acknowledge that I have read }his application and state that the information is correct a d agree to com I wd all app6c le St te of Minnesota Statutes ' of Eagan ?Yn y Signature of Permittee_ Assessment Permit $ N/A Water&Sew. Surcharge 580.00 Police Plan Review N A Fire SAC 3,325 00 Eng. Water Conn. N A Planner Water Meter N A Council Road Unit N A BIdg.Off. $ ZO 86 Tr. Pi, N/A APC Parks_ N/A Var. Date Copies N/A Total_ $3,905.00 A Bwltling Permit is issued to: KNUTSO CONSTRUCTION CO on the ezpress condition that all work shall be tlone in accortlance with all applicab e S o; Mlneso Statu and City ol Eagan Ordinances. Bmiding Official ? ciTY of EAGAN BUILDING PERMIT oWn.: ........ .....---...C....... ...... ..................... Addrsss (pre:eas) ......-?.?...?.9..?..C??..-?..?,'?C'?`?"..??.:..... Bulldar ...... . . .... ....... .......? ....... . %.... ?. ?..`?....X ........ ..................... ....: ' v ............ Addrsse ....... :.:.:.w.._ .4 ..... _ -`?'? ................ f/ DESCAIPTION .,. N2 .3398 3795 Pilot Knob Road Eagaa. Miaaesota 55122 454-8100 Date ........l....?.?9'.77 ................ Blorios To B• Ueed Fos Fron! Deplh HeiQht Est. Cos! Pe:eni! Fee Ramarlti Q-.[-ti' r? ?17 J9'44-e? 10? ? `'A.'' ? SJ `-5-v -%, LOCATION Improvement Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK SEWERLATERAL WATERMAIN WATER LATERAL WATER AfiEA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. ,y 5AC PARK This psrmit does not aulhorue !he use of sireels, roada, alieys or sidewalks aor does it givs !ho ownes or his agen! !he righ! !o create anp sftuation which is a nuisaace or which preasnis a hasard !o the hea1lh, safolY, contiaioacy aad qeneral welfare !o anyone in the community. THIS PERMIT MUST BE KEPT ON THE PREMISE WHILE THE WORK IS IN PAOGAESS. This is !o cerlify. 3hal.... .. _._.-•j - - ??--..?•--- -•••---• .. ............ has permission !o erec! ? ??..:??"'-f?'.."poa the above described premisesubject !o the p ovisions of all applicable Ordinances for !he Citp of Eagan. ..........................•-•-,-••• •-•-._...•-•-._.._....... Per ..................................... ??? ..... ._.. ::...................?............._ .••-.••-.... ??' MaY •-••-• o"r ? Buildinp Inspector Tests & Tank Test ? ? ?"• ' j , Piping Test <.J ,, y?. . , p.:: .. •"I+C i Leak Detectors Installed ? yes p no Tests Inspected By Company Name ? Tests Inspected By ' ? - ?- i Company Name Date , - Location p/ Insiallation ° Notes , . File No.: 04-010 Line & Tract No.: MNM 80801-11 ENCROACHMENT AGREEMENT This instnunent made and entered into tlus 5 1-H day of At4G u S T , 2004, by and between NORTI-IERN NATURAL GAS COMPANY, a Delaware corporation, (hereinafter refened to as "Northem"), with principal offices at P.O. Box 3330, Omaha, Nebraska 68103-0330, and the CITY OF EAGAN, a Minnesota Municipal Corporation (hereinafter referred to as "Owners"). WITNESSETH THAT: WHEREAS, Northem is the holder of an Easement granted by Martha DesLauriers, a Widow on the 16'h day of June, 1941 covering the following described premises in Dakota County, Minnesota: The East Ha1f (E'/z) of the East Half (E'/z) of the Southwest Quar'er (SW'/4), Section 9, Township 27 North, Range 23 West and the East Half (E'/a) of the Northwest Quarter (NW'/<), Section 16, Township 27 North, Range 23 West; and which Easement was recorded the 30"' day of October, 1941, in Book 48 of Miscelianeous at Page 431 in the Office of the Register of Deeds for Dakota County, Minnesota and was defined to a 66-foot wide strip of land by a Modification and Amendment of Easement Grant executed the 28th day of 7uly, 1983, and recorded the 1$` day of September, 1983, as Document No. 632965 in the Office of the County Recorder for Dakota County, Minnesota (hereinafter referred to as "Easement"); and WHEREAS, pursuant to the authority contafned in said Easement, Northern has constnxcted and currently operates and maintains a 12-incfi pipeline along with the right to install additional pipelines and faciliries from 4ime to time (hereinafter referred to as "Pipeline Facilities"), across and through the above described premises; and WHEREAS, the Owners aze the present Owners of the following described real property, with Pipeline Facilities situated upon the following described land in Dakota County, Minnesota (hereinafter referred to as the "Owned Premises'?: The West 500.0 feet of the North 1742.4 feet of the East Half of the Northwest Quarter of Section 16, Township 27 North, Range 23 West, Dakota County, Minnesota, containing ?0,0 acres. S>>b;ec±*o YanlkPe Deodle Roa3, a?so subje;t :o «n easement for road purposes over the East 30 feet of the North 900 feet thereof, also subject to an easement to the Northern Natural Gas Company. Together with an easement for road purposes over the East 30 feet of the West 530.0 feet of the North 900.0 feet of the East Half of the Northwest Quarter of Section 16, Township 27 North, Range 23 West. File No.: 04-010 Line & Tract No.: MNM 80801-11 WHEREAS, the Owners plan to construct a retaining wall, extending 10-feet onto the westerly edge of the easement, a gatepost, 7-feet onto the easterly edge of the easement, a gatepost, 13-feet onto the easterly edge of the easement, an extension of a paued parking azea, approximately 100-feet squaze, road paving and landscaping (hereinafter referred to as "Encroachment") upon and within a portion of the confines of Northern's Easement, as shown on Eachibit "A", attached hereto and 6y this reference, made a part hereof, with this written consent; and WHEI2EAS, the Owners have been advised by Northern that Northern is a natural gas transmission company and that Northern operates a high pressure underground natural gas pipeline through the Owned Premises; and WHEREAS, the Owners have requested permission from Northern to maintain, use, and enjoy the Encroachment upon a portion of Northem's Easement and in close proximity to Northern's Pipeline Facilities; and WHEREAS, Northem is willing to grant such permission upon the terms and conditions set forth as follows. NOW, THEREFORE, in consideration of the mutual covenants, terms and conditions hereinafter set forth, the parties hereto agree as follows: 1. Northern hereby grants pernussion to the Owners to maintain, operate and use upon the Owned Premises and in close proximity to Northern's Pipeline Facilities, the said Encroachment, subject to the following conditions: A. That the Owners assume all risks for damages, injuries, or loss to either property or persons, which may be incurred by the Owners or its respective agents, invitees, or licensees present on or in the vicinity of the Easement and in any way associated with said Encroachment. B. That the pemussion granted herein is limited exclusively to the proposed Encroachment within Northern's Easement. The Owners shall not alter the grade or permit such alteration anywhere on the land upon which Northern has reserved its easement rights, without the prior express written consent of Northern. C. That the Owners shall at all times conduct all its activities on said Easement in such a mfumer as not to interfere with or impede the operation of Northem's Pipeline Facilities and activities in any manner whatsoever. D. That the Owners shall not plant any trees or shrubs within the confines of Northern's Easement without the prior express written consent of Northern. 2. The Owners agree to indemnify, protect, and hold Northem, its pazent, affiliates, subsidiaties, and their directors, officers, employees, representarives, and agents harniless from and against any and a11 actions or causes of action, claims, demands, liabilities, loss, damage, injury, suit, proceeding, judgment, cost, or expense of whatever kind or nature, inciuding but not limited to reasonable attomeys' fees, azising from or as a result of any incident, act, action, cause of action, negligence, transaction or omission of the Owners in connection with, or incidental to the construction, operation, maintenance, or use of the said Encroachment within, upon or in the vicinity of and upon the Easement, or from the operation, maintenance, use or presence of Northern's Pipeline Facilities upon or in the vicinity of the Encroactunent except where such loss, cost, liability, or expense was proximately caused by the negligence of Northern or its employees. It is understood and agreed by the parties that under this Agreement, the Owners shall be jointly and severally liable. -2- a File No.: 04-010 Line & Tract No.: MNM 80801-11 3. The Owners agcee that protection of Northern's Pipeline Facilities will be maintained at all times. 4. Should Northern need to remove any of the Owners' said Encroachment within its Easement in order to construct, maintain, operate, repair, remove, or resize Northem's existing or additional Pipeline Facilities, the Owners or its respective heirs, successors, and assigns shall pay the cost of removing and replacing or reinstalling said Encroachment. In addition, all repair and maintenance work performed by Northem on its existing or additional Pipeline Facilities located on the Owned Premises shall be performed in a reasonable workmanlike manner and Northem shall restore the surface and grade of the Owned Premises where the work is performed, but shall not be liable for loss, damage, or replacement to the Owners' said Encroachment or any associated equipment and facilities that exist within the Easement, and in this regazd, the Owners hereby release Northern, its employees, agents, officers, and directors from any and all liability for any such loss or damage. 5. The Parties hereto understand that this Agreement in no way constitutes a waiver by Northem of its rights to enjoy its Easement unencumbered by the construction of said Encroachment within Northem's Easement. 6. It is expressly agreed to by and between the parties hereto that if the Owners are in violation of any terms or conditions set forth in this Agreement, Northern, at its option, may terminate this Agteement upon ten (10) days' notice to the Owners. In the event of such ternunation, the Owners shall immediately remove any and all of said Encmachment which may be situated on the Easement, or if the Owners fail to remove any and all of said Encroachment, Northern may, at its opfion, remove said Encroachment at the expense of the Owners and without any liability whatsoever. It is further agreed that the failure by Northem to exercise such option as to any such violation shall not constitute a waiver of Northern's future right to exercise such option as to the same or any future violation. 7. The provisions of the Easement, and all rights, powers, privileges, and duties, obligations, and liabilities created thereby, remain in full force and effect and aze not affected hereby except to the extent and in the manner set forth above. 8. The Owners agree to indemnify, defend and hold Northern, its parent and affiliated companies, and the directors, officers and employees of any such corporate entities hazmless from and against any liability, damage, claims, loss, cause of action, suit, proceeding, judgment, cost (including the cost or expense of enviaonmental response, removal or remediation activities), fees or expense, including reasonable attorney's fees arising from: (1) non- compliance with any laws, regulations and orders applicable to the ownership or the operation and maintenance of the said Encroachment on the Owned Premises described herein, and (2) any incidents, acts, releases, negligence, transactions or omissions, or conditions on or affecting the Easement that would (i) contribute to or constitute a violation of any Local, state or federal environmental rule, regulation, law or judicial order, (ii) result, in whole or in part, in any requirement to clean up or otherwise remedy or remediate a condition, (iii) give rise to any lien, liability, injunction, order, restriction, claim, expense, damage, fine or penalty, or (iv) adversely affect human health or the environment at or neaz the Easement. This instrument and the covenants and agreements herein contained shall extend to and be binding upon the heirs, executors, administrators, successors, and assigns of the parties and the benefits of this Agreement shail run witfi the land. -3- . File No.: 04-010 Line & Tract No.: MNM 80801-11 IN WITNESS WHEREOF, the parties have executed this insmiment the day and yeaz first above written. "NORTHERN" NORTHERN NATURAL GAS COMPANY By IQ xgle2.? Glen R. Hass Agent and Attomey-in-Fact 3TATE OF NEBRASKA ) )SS COUNTY OF DOUGLAS ) "OWNERS" CITY OF EAGAN By Patri¢k J.?'ieaga? ?A+f?or n. sy --?3--- Maria L. Petersen City Clerk The foregoing instrument was acknowledged before me, a Notary Public duly commissioned and qualified in and for said county and state, on this /9? day of S7' 2004, by Glen R. Hass, the Axent and Attornev-in-Fact of Northern Natural Gas Company. GENFApi, dpTAHY - State of Nehraska GAIL L SPEVAK L My Comm. Exp. June 28, ?007 STATE OF f1l; n n e s a? S ) )SS COUNTY OF ?a ILo ? ) Notary Public My Commission Expires The foregoing instrument was acknowledged before me, a Notary Public duly commissioned and qualified in and for said county and state, on this .> fk- day of .,w't 2004, by Patrick J. Geagan, the Mayor of the City of Eagan. JUDY M. JENKINS NQTARYPUBLIC-MINNESOi:; NO Publi ,?- MyCommisebnExplresJen.31,iC65 y Commission tpires STATEOFMnqeso-f-? ) )SS COUNTY OF DaaLmd-9- ) The foregoing instrument was acknowledged before me, a Notary Public duly commissioned and qualified in and for said county and state, on this Sfti-- day of d,? t , 2004, by Maria L. Petersen, the City Clerk of the Ci:y of Eagan. O (SEAL x , JUDY M. JENKINS Nq7qRy WBLIC • MINNESOt-4 My Cammisebn FaPI=Jen. 31, soos /? • a?.?i,.Q O al')' PU 1C 61 y Commission Expires Document Prepared by/Re[umed to: Northem Natural Gas Co., ATTN: ROW Dept, 1650 W. 82nd Street, Suite 1250, Bloomington, MN 55431 -4- EXHIBIT "A" Page 1 of 1 _...- ----------- 1 Y ? I." CIF ?ERV, gIT PVMT ?,-FOR PARKING ` - - - ? 50 ----- _1 ° - - - - ------°- `-:; . --- _ I0' ? ...` SCALE: 1"= 50, {'.'? ;:• ,.,. NNG EASEMENT ? '„ - ? f.. `\l .. ?n (0. C) RET WA?.;t " •& PLAZA ? .6 1 >- ; / 30" DIP ? .?.. ? 1 4.2 ii • f 14 ?: 7F A I .. ? M1 10?? S .. ? ?._.10 2„ CONC =_- ? ? I? •F..'? r' ..? ''l Ci3tePo$tyN~ ? •? r t BIT PVMT FOR ROAD / VAJ ^ „r `?. i3t1'UMINOL;? , ? : ??? ---_ ? 2" p_• 4?V(' / \ i L???•??....???? J FiLE No. EAGAN WTP PHONE: (851) 490-200D AEAGAN0004.00 .? asas vnoNeis caarers oe. NNG EASEMENT SEH 5T. PAUL, MN 55710 04 EAGAN, MN a a v A 1^ "n I I. I il i? ? , 1 n ?BIT NO. 1 u?CSyl? . I??pCf31-ht- ?\I11T CA,AIhI DEED ht,nnesota UniPonn Conveyancing Blanks (I/15/97) CarPoialion, Partnership or Lu •J •d Liabdity Company ? to Cocpmation. Parinership oi Li.a ted Liability CompanY CGW', Lt. I j2. qU )0 p x No delinquent taxes Lnd transfer entered; Certificate > of Real Estate Value ( ) filed ( C ) n-)t required m? Certificate of Real Estate \' alue No. Z? o ? 30 --400] p ? ? 0 are) (3-? 1 m = County Auc`ror O ? V/ b m m y - ? Dennh• ? El ?? ? k SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P. SlII7'E 600 7300 WHST 147TH STREET APPLE VALLEY, MINNESOTA 55124-7580 (952) 4323136 TELEFAX NUMBER (952) 432-3780 E-MAIL bauenQseversonsheldon.com TO: Thomas A. Colbert, Director of Public Works FROM: Robert B. Bauer, City Attomey /ed7? DATE: July 12, 2004 RE: BCBSM, Inc. Property Acquisition Our File No. 206-20093 1.Wzr/Davis Co. 0 St Paul, MN 651-642-1988 O p D m O m `L O ? I O 2 Z r a ? 0 c 1 ? m 9 ? ? R ?,-[OS m y pm?°w O = m m y a ° m ° y ' ?mC.II C ? c-?j N?P '° N ? D o ? ? °ZZ= ? m n 7o m? mZy? ?D N '? ? ? ? ?. z m I 1 rt? ? z? Na n--- ?cr?r?hc A. Tom, Enclosed for the City's records, please £md the following original documents: A. Quit Claim lleed from the City of Eagan to BCBSM, Inc. dated December 19, 2003 and recorded with the Dakota County Registraz of Titles on December 3, 2003 as Document No. 0525919; and B. Limited Warranty Deed from BCBSM, Inc. to the City of Eagan dated December 29, 2003 and recorded with the Dakota County Registraz of Titles on December 2, 2003 as Document No. 0525920. Furm Nu. C-70 - Limited WaiTanty Deed Ub?b9 2 Q n ? ? Corporation, Partnershiry or Limited Ltability Company to Corporation. Parmership or Limited Liability Company, ? (1. ? E? v1il4? ?-' ?^ii? t = y Z vNi m °m ? D m ? N > = Y a ? N ? -4 ? m 70 T n Cl pO Q m:gi ? c n m? o?Je-"? -i o? O? ]7 '? R7 ? R Z m o Z n a m n? ea ?-ino O ? m o u? i?= ?i v'?} = m ? c m n a m O 77 ? ?b "? `} 0 Z 3 N ? qy e} ,- ? x m m (mj1 ? L7'?O 9 ? mZN J? ? ..n?m m?7 .°n-?? °z?y? ? p W v i m ? J ? ? 11 ?? ?y y V fl! ?.? (rescrved lor rwurding V+ r- ? O ,J `7vt " &tL&40)1• -SIONA RE OF NOTARY PUBLIC OR OTHER OFFICIAL: Check here if part or all of the land is Registered (Torrens): ? I n ? STATE DEED TAX DUE HEREON: $/. rS ? Date: December 29, 2003 FOR VALUABLE CONSIDEI2ATION, BCBSM, INC., a coiporation under the laws of Minnesota, Grantor, hereby conveys and quitclaims to the CITY OF EAGAN, Grantee, a municipal corporation under the laws of Minnesota, real property in Dakota County, Minnesota, described as follows: (See Exhibit A attached hereto) together with a11 hereditaments and appurtenances belonging thereto. Grantor covenants and represents that: (1) This Deed conveys after-acquired title; and (2) Grantor has not made, done, executed or suffered any act or thing whereby the above-described property or any part thereof, now or at any time hereafter, shall or may be imperiled, charged or incumbered in any manner, and Grantor will wai?rant the title to the above-described property against all persons claiming the same from or through Grantor as a result of any such act or thing, EXCEPT: those permitted encumbrances set forth on Exhibit B aCtached thereto. Grantor certifies that Grantor does not know of any wells on the real property. Affrx Deed Tax Srnnp Kere gC_ STATE OF MINNESOTA l ? By: COUNTY OF DAKOTA .`` Its: The foregoing insttvment was acknowledged before me this ?day oF December, 2003, by Roger Kleppe, the Vice-President of BCBSM, Ina, a corporation under the laws of Miunesota, on behalf oF the corporation. NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RANK): '"^? .• ?,?aal gcr? oLsoN : IqtARY ?'UHIIC - MINNESOTA ? ?YI? C.4''44MISSION [XPIflES "y?„?,? JANUARY $1, 2005 Todd J. Anlauf, Esq. Oppenheimer Wolff & Donnelly LLP 3300 Plaza VII 45 South Seventh Street Minneapolis, MN 55402-1609 o delmquent taxes and transfer entered; Certificate of Real Estate Value O filed (x) not required Certificate of Real Estate Value No. ?oc 3v ?003 Counry Auditor by. 0 -- T Deputy Total consideiation fortUis transFcris less than $5(10. Tax Statements tbr the real pmperty described in tlus instmment sliould be sent to (nclude name and address of Grantee): City of Eagan H 3830 Pilot Kno .,, , 11NNEs11 Eagan, MN 55I DcE If?;i RMI7UNT $ i.6? GRTY i;ONSEkURTiON r'EE s 5.00 5EUERSpN. 5HEL6(1N 12/30/2003 EP1eRSON 0849078 0 0 0 Z O O C17 N c17 kD N CD Fo?m No. G70 - Limited Warranry Deed EXHIBIT A LGGAL DESCRIPTION 1 a? ? The South 869.44 feet of the North 1304.44 feet of the East 170.00 feet of the Northwest Quarter of the Northwest Quarter of Section 16, Township 27, Range 23, Dakota Counry, Minnesota. Form No. C-70 - Limited Warranty Deed EXHIBIT B PERMITTED ENCUMBRANCES l. Gas line easement recorded with the Recorder of Deeds for Dakota County in Book 49 of Miscellaneous, Pages 320-321, as modi£ted by Document No. 263640 and assigned by Docwnent No. 480437, but not memorialized on the Certificate of TiUe. 2. General and special taxes and assessments paya6le for the year 2004 and thereafter. nnar.nTucInncni7on7ai .01 i?nnn , CI:TY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT ??J'ejjw * µz? f PERMIT'TYPE: ?? 3[?? BUILDING Permit Nu mber: 026891 Date Issued: 12 J 2 0 J 9 5 SITE ADDRESS: DESCRIPTION: 3501 COACHMAN P7 LOT: 1 BLOCK: 28 SECTION 16 Building--Permit Type 2;Butlding Wo,t.k Type Census Code' } "s ?• ' PUBLIC FACILITY ALTERATION 0437 ALT. NONRES. Cv_ ; 'i - .1.a,?.'??.s? ?- REMARKS: A SEPARATE PERMTT IS REQUIREO FOR ANY ELECTRICAL WORK FEE SUMMARY: VALUATION Base Fee Surcharge ToCal Fee $.00 $2.00 $2.00 $4,000 CONTRACTOR: OWNER: - Applicant - CITY OF EAGAN 3501 COACHMAN PT EAGAN MN 55122 (412)681-4300 I hereby acknowledge that I have read this application and state that the information is correct and agree to compl.y wzth all appliaable State af Mn. Statutes and City of Eagan Ordinances. L APPLICANT/PERMITEE SIGNATURE ISSU D B. SIGN UR INSPECTION RECORD CITY OF EAGAN PERMIT TYPE 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 BUILOLNG 026891 12/20/95 SITE ADDRESS: LOT: 1 BLOCK: 3501 CpACHMAN PT SECTTON 16 PERMIT SUBTYPE: PUBLIC FACILITY II APPLICANT: 2s CITY OF EAGAN (612) 681-4300 TYPE OF WORK: ALTERATION IL REMARKS: A SEPARATE PERMIT I9 REQUIRED FOR ANY ELECTRICAL WORK x CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: PERMIT PERMIT TYPE: ,• ? i . Permit Number. Date Issued: 0 ;; / i , , . ?s?a?, !:nHCHI?.ara ;?t 5F (:ri0 N i DESCRIPTION: REMARKS: CI1 Y' ''P,:)Jf_[:1 srorrnGe ei.oG 8uildl.ng lJurl: Cypr, UBC Occup;rtr.y 'U'u.ildiny 6d".dtri iyl 7.5,CC1 1. ANE0l1S Zoning t,u1ldrri t; i.e (I yT.r, DFMOI.TS!-I r; - 2 I' t1P. 40 , ? t) rPM ir r?;s !anI v;r, FEE SUMMARY: E,?ws _ F?.._ Tn i. . " 4y CONTRACTOR: OWNER: FFhJN-I;Q L"0N:'T ?Ni: ?G0 o I'J "LI1"Y OF FA GAi,I ln(71 !il'ORA I L CF 1J I f G 01'. :'.Ji p7 1 rl l I<nI;7R WJ E!'tGfiN i'4N Efil1 fE1(,AN MN 651?• (t?? -) .?;. () ,;1I? ( ;! '?f) 2 1 - 43fA7i l f'iureby .c4notJle•d, -;n thr•t ti Flavo i-'„i d thi? rp pl3c.i'?[Q:i ori(i ,',zle ,-I1 .*. .s iniqrinptior, ,s cu7-rr:r,t <:nd oqie+?, co r,omp) y wJiUh o1i app1e grf•I oi' +`St,.,L uL cF,' ancl C.'wy oi' Eaq ati Ordi riarrc??. ? - i ?i (?f1l1 ?!+!l ? p1.?( APPLICANT/PERMITEE SIGNATURE I SUED V. IGNA?UR?E - INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: i 0C' ? APPLICANT: 3S0 1 ?'.^.?CHMAfI PT PEP?iV-CO CQr!?T ?IdC ?FC1i0°; 1(. (512 7 e?,T-NG48 PERMIT SUBTYPE: 01 j 1:cE i ! ,^?rar.11us F- TYPE OF WORK: nV rroL r la?- MP?.'4RS: i I?"'i I'RC.IEt:'t - PCftl4 .f i fI FS Wh1r liGll ? ? CITY OP EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 PERMIT PERMIT TYPE: Permit Number: Datelssued: 3 %3 SITE ADDRESS: conr:i ilyl. an! P T cL oC r, DESCRIPTION: ?TOk?ac?e r?_os BuSlding rl.orl. Tvp- UIiC Gt,C1(?cl'!C:`? C011stt'ucY..ion p 7_otiiiiq eui.ldiny L$angtM BuL ldiny 441 d:h ` B ulldinq `or?.?c +L;quulw rei?t . - ",UhLI"C I-'AC1iTiY iV E iJ I1?IV ?Sa 30 1 - ?: - ? REMARKS: C Tf r rHO.IE'(:i - f>?f:i^il i=ei `; 1, 4 ij7VE9 FEE SUMMARY: `,;•r, i.Uf-;"rrr,pl Il,:.- ... I" o [: c< I F ?<q $ ;, , r) 0 o (3?? ?y CONTRACTOR: I L. - OWNER: Phl,lil1-Cfl C01',lii IN C GR:7r6qB ('l7Y f)P E!-1GF, P! 136+5 ;.fJStP0 >.(f11t L"ENlf?z 0(i 10 ?:?30i ?LlOT KP;O'3 r=11G?1N hi!d ?.6L2 1 F h G A N PIIV 56' , 1 Y!z?r-mhy acknowledgo t.Mr.t. I havp rs.ad LtlJ?u ap{a13caYion ,anc' s4at,- ir,iorrn-t; .?.i ? co,-,, -t lY ?.:iLl• r.l? t- .fh?. ., ' SCI t.ut.e? ;3nd Ci.Cy of Eziyan Ord.[nc nres. APPLICANT/PERMITEE SIGNATURE INSPECTION CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 IADB:SGN44E iX RECORD PERMIT TYPE: Permit Number: Date Issued: o' o SiTE ADDRESS: 107. : 1 ?, i c? ?A APPLICANT: ;`ilql 0 R,C111+9F1 i" I'T P1=PJhl0 C01`J;T 1"Dll: ti'=( 1? (Gi?j 687- 0 611£3 PERMIT SUBTYPE_ P ur;i rr, rn1: [i.liv rl! r-w 0[q CRT:TZUP; STORiIGE TYPE OF WORK: DA . .. INSPECTION F 0j i t Ii (, F I' ru I°i T PJ n I.i?VJUI h I lUld FL??HL ;>? r; F4r,F.5 C T I Y 4' ?t(lJF r.T 1- ' . 0 N 76.N0 R„ L 6 .-(: 0 ff- l2rl! T" ;-E L_; 6J A I',/E.I) . NAME OF JOB ~ .., LOCATION PLUMBING CONTRACTOR?s ADDRESS INSPECTION REPORT - ON JOB MINNESOTA DEPARTMENT OF HEALTH _AWAt2E ST. S.E. - MiNhIEAPOLIS, MINNESOTA 55440 - TEL. 378•1150 - EXT. 328 . ? ,: •-_.?1-?,,? ? TELEPHONE ON JOB DATE ROUGH-IN ? FINAL D ` SPECIACo - : ? 1 . .,r T iT E D.; .. n ?C = ? n ti I ?I ` J j i . S? / 4 , l .?r..-;?ff i n _ , a 11.. . // r• INSPECTE v? r?vc vvr ? ' BKBM E,IJGINEERS ID:612-342-94F32 DEC 21'92 16:35 No.013 F.02 ? •? r BPSGI7IL INSFffiCTZOli MD TSSTItia BCHEDOL$ q ,(Ta'be used in aacordanc• xicn cne "GUidelinea for spaciel Inepectionana TeutJnq") , PR036c2 iiAHB ,1::,Agk6 ti? PAOJ8C1' No. WCkTIOH GOA CNYl7.4IV Foje4 T- (1) /0 -0 PERHSTNO. ZO`-ISZ anrnr%T. tveoen'rTnY R[?IIRh(R! ----- •lype of Itaport :.eeiqned e rticle t c m 4 !?I 1'"-i.U. • S =E r ' "?eTrnn eewRncn.w z&v& _ ? a??53 V C sc7- [. NPtas? MAx.-mrN. nc*?',r_ I `( rF,s" wt•- T. H Thls schedu7.e to ? a ineluded in the ro ect e ecificativn. informatlors ??s?llled 'ou C5enL. p 5 p unavailabla et that tlma to be fiiled ovt when applying for a building permlt. (]) Permtt Na. to be provided by the Buildinp OEticial. (2) Uee deacrlptiane per U.E.C. Section 306. (3) special Inapector, Teeting rgent or Febricator. (4) firm contraCted tb perform servicee. AC1UiOWI.EDOEHENTS 8ach epprapriate repreeentative muat eiqn belows Owit¢r: Flrm: C,?i,-! OP fiatt: 3 I°I •i I rz_ 1' ?.aat=-=-0 F:.S^:` P?.?.? -?_ v nara, 3- /17 7=3 - 7.:chitec ?ZFirms T?, P-?.J ?2G,-1-N7-L.`rS Dates bate: 3- 9 aa `13 • SI: Firm: bate: • 6I: ? Flrms oate: ----?-- TAr-? e• ? f?:re ah Firm: f3?/.yi?;? i.?"?r"h-7e.2 Date, ft31?3 TRs ?..? Firm: Oate: Ft Firm: DdtB: Fs ' Firm: Date: • The Sndividual nnmea of all proepective speeial inaptsctare and the work they intena to obaerve muet bs identifl.ed on the reverse eide of thle form. Leqend: SSR ? Structural Engineer of Record sZ ? Speciel InepPCtor TA ? Tketing nqent F? F4bricator l//?n.G? _ Pate: 3"'ZZ °??.3 ACCepted for the 8uilding Department 8y 61 BKBM ENGINEERS ID:612-342-9482 DEC 21'92 16:36 No.013 P.03 ?,, BPECIAL ZN9PSCTION ]1ND T8$TINQ BCHEDULB (xo'Ga ueed in accorQenCa atth the "ciuidelinaa for speci.al Tnspection end Teetinq") F'ROJECT NA!!8 LOCATIOH PiiWL>CT NO. (?) PEAHIT NO. ensrru_ vvicevrnT/1N RPARBLf7.R Type of Report Aaeigned t C e nc F rm _ 'G <' "vt?EN r ^ R'? c T -'[- ` < <'FLVL C_oNCRF-T(= !tn ct?nlc ? ' i ?J- ...---?.?w ??Fn"V - t P rK ' WG, t 0 Rp' • c??wtE' c. ?r -Rs }<J C1?f`!G'?s TC Notaai Gnr`1t ti''CSLLVl- TY-;j? 7'' (jI xhie achedule to be tl.llad vut and lncluded in the project epaclficat3.pn. Iniozmation .,navef.lable at that time to be filled out when applying Eor e building permit. (1) Permit No. to ba provided by the Building Offirial. (2) Use deecriptiana per U.H.C. Section 306. (3) Speel,al Inepector, Teeting Agent or FebtLcaCor. (4) Firm contcwcted to perform eetvlcee. ACICMOWI.EDOEFENTS rsch eppropciete repxeeentative must eign belowt /e n n„ Zn _ . rt- own Cor. Arc S$k s? • ( ?- `?.3 3-?y3 • S7 * S] TA: TAt Fi Firm: Datee Fi ' Firm: Dates • The individual nsmee o[ all proepectlve opecial inapecCOre tsnd the woxk tNey intend to obeerve muet be identift.ed on the reverse alde of thie form. Leqend: SER ? 5tructurel Engineer of Record SI = Speclal Snepzctor TA ? Taeting Agertt F ? Fabricntor AcCepted for the 6ullding pepartment By __v/?:raP ?Aw,?jm?_ Datae ?` ZZ -`? 3 / EKBM ENGIIdEERS ID:612-342-9482 DEC 21'92 16:36 No.013 P.04 ,-• .? B8ECI71L xNBRBCTIOH'ANb T$BTZNG 8CH8DUL8 (Tc ur, uaed.ip +acorQanca aith the "auidelinao for 8peciel inepection snd Testing^) PROJLQ7' NWXa IACATTON aj PROJ6CT NO. (?) PBltHI? No. 26td ; Z Typa of i Neport L L w?nnw???n e/?tlP.AHt.R Aaelgned sFY rJ-- ??? QJ3.-,EAVT aL . Ganzr?s- T 132-AU K r• 6 n??r oF Noieu Thie echedule to be filled vut and lncluded in the project epeciflcatlon. Information uneveileble et thsC time to be filled out when applying for e building permit. (]) Permit Na. to La provided by the Hulldinq Official. (2) Uee descriptl.ona per U.B.C. Section 306. (3) Speciel Inapactor, Teeting Agent or Fabricator. (4) Firm contraeted to perfarm eervieee. ACKNOWLSAOBMENTs Each appropriate repreeentatlve muet siqn delowi ^aYe: ? Firm: Dates Centrector: Archltec?? Firms Dates 5gp, l*lrms /3,C /???. bate: ? r i ?' bate::1//1 Q? •STi w rm:? P s ........ ? g=s Flrm: , t•icJ Uatea 2 ? e t a TAt ? ?;¢.,n Firm• ?? f?i?: a e , TAs Flx'mi AeCe: g. Firm: 7atel • F Firm: Date: . • The indivldual namea of ell proepeetive epecinl inapectore and the work they AnCend to obtierve muot be l.dentified on the reverse eide o f thie iocm. Leqends SER a 6tructural Engineer bf Record SI ? Special Inepector TA - xeeting Agent F ? PabricaLOr Accepted for the Building Department 9y C Datei J BKBM ENGIIJEERS ID:612-342-9482 DEC 21'92 16:37 No.013 P.05 SPECIAI. INBPSCTIOH At7D T88TIN0 BCHEOULE ,(To'-'ve uoad ln aocordsnce vith the "Ouidellnee !or Speciel Inepection and Teeting") YROTBC.".' NAMA LoCATZON PROJECT iio. (x) PERHIT NO. '20 qJ Z. ce4niff. Tucol?Tftv OI-AlB[fi.R Type of Report Aeeigned hr ticl t p F e c Firm 4 - V. I C. Sa .1 ? n) F-c, E bA. , L- - T'?4 - .s.n.un ewnWnfn.V S'?L', '-: T F1En Notei: Thie schedule to be fllled out and 1ncluded in the pxoject epeclfication. Information unavallable et thnt time to be filled out when epplying for a bui]dinq permit. (]) Permit No. to be provided by the Bvilding official. {2) Uee deatriptlona per U.H.C. Sectlon 306. (3) Spec[el Inepeator, Testing Agent ox Fabrlcatoz• (4) Firm concrncced to parform eervicee. ACIGIiOHI.6DO8MENTS EecA appropriate repreoentetive must eign 6elow: ownare a?_ Firm: !?G E.SJ 6!i-7 a'/o/}-?.J Pats: ' EOf1tiSC?.-G:t - C+:t: + ?1A/-lAJ Ddt:e1 3-1%-93 Archl.tects Firm: bate: 3_3? saR: Firm• batei • ST: Firm: / Oatee R&I: Firm: nates TAs Pirm: g!?a/ryyh/ Aafei "3 ? QZ TAs V Firm: Date: __ Fi Firm: bate; Fs ' Firma nake: • The indlvidual namee of ell proepectlve epecial inepectore and the work ttiey intentl to obeerve muet be identified an tha revarae oide of thie form. Legendt &SR ? StrucCurel Bnqinear of Record 5I ? Special Tnep2ctor TA ? Toetinq Agent F? Fabricator Accepted for tha Building Departmeni 8y ?L;? oate: 3 - Z2 -`l 3 3830 Pilot Knob Road Eagan, MN 55122-1897 ity oF eagan (612) 464-8a90 • Fax. 454-8363 $,- eoo RECORD OF TELEPHONE CONVERSATION DATE: 3y ?Z - q3 TIME : ( . Oa 'pm TALKED WITH : T E. FF Da- 2TE L. REPRESENTING : Ba R . W . _AechitTECaS,--t r.lc : 3 rI0 - D7a o PHONE NO . SUBJECT/PROJECT/CONTRACT : E R t,q w N] A)iyTENf1NCE FACI l!T ? ?Gptoit STORAGE EXPAaSioN ITEMS DISCUSSED : O,c,27lFICA'i'Er?- OF 0nWPLia?ucc Gl?n/i7 FqBRICA 7DRS 4P-E R? Qu i r2F. a 5Ll SJvI i TTALS -T -- , 5 rR uc rZ4,tAc c97E2E4. 7 [Rc?=tt-72 TP uBc 512770,4 306(j)7 CITY STAFF cc : --? T-F DE ?TEL.. . ,8Ru1 ,?k0H. THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY - 'THREJHERSOUARE DAVID J BENNETT 700 THI RD SfREET SOUTH MARK G SWENSON MI.VNFAPOLIS MN 55415 ? DENNIS J SUTLIfI' PHONE 16121370-0700 DAVIULGRAHAM FPX 6121 3 70-13 7 8 PETER E JARVIS _J DONALD W RINGROSE 5 B • R • W • A R C H I T E C T S • I N C TRANSMITTAL DATE March 19, 1993 To Jce Merchak City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 FROtvL Jeff Oertel RE Eagan Maintenance Facility Cold Storage Expansion City Project #637 • Contract #93-01 BRW Architects, Iw. #1631201 ITEMS Signed Inspecdon/Tesdng Schedule PURPOSE ?AS YOU REQUESTED ? FOR YOUR INFORMATION ? FOR YOUR APPROVAL REMARKS Let me know if you need more informadon. /bw 1631.ZA1 Flle ? FOR YOUR REVIEW ? REPLYTO SENDER ? OTHER(SEE REMARKS) ANAFFILIATEOFTHEBENNETT,RINGROSEWOLSFELD.JARVIS.GARDNER.INC GROUP ARCHITECTURE UR6AN DESIGN PLANNINQTRANSPORTATION ENGINEERING MINNFAPOLIS - DENVER - PHOENIX • TUCSON - ST PETERSBURG • SAN DIEGO ? TFIF.ESf.GRSOUARC DAVIDIBENNC? 700"INIRDSTREEf 501ft'H MARKG SWENSON MINNt:APOL15 MN 55415 UENNI51 SUTI.IFF PHONE I6I21370-070(J Q4VID LGRAHAM FAX i6121370-1378 PEfER E IARVIS - DONAI.D W RINGROSE B- R• W• A R C H[ T E C T S- 1 N C RECEEVED FIELD REPORT #1 FOLLOW-UP AEPORT APR 9 3 9993 --------------- DATES: Visit 1: April 8, 1993 Visit 2: Apri19, 1993 FROM: Jeffrey Oertel RE: Eagan Maintenance Faality Cold Storage Expansion Ciry Project #637 • Contract #93-01 BRW Architects, Inc #1631201 VISIT 1- WEATHER: Cool, rainy, temperature around 40 degrees OBSERVATIONS: 1. A brief review was made of the foofing work. The majority of the concrete fooflngs are placed along grid with the faz west yet to be started. The trench to the west was not fully dug and the reinforcing was yet to be placed. With the rains approaching and continuing, mauitaining the base and keeping the mncrete above water is criHcal. 2. Braun Engineering has been on site regulazly and thus faz I have not been advised of any serious concerns except one: Penn-Co has not been making cylinders for each pour, and they must do so for the remainder of the project. I advised Steve of this. 3. The reinforcing bars were being installed along grids 7 Hvough 11 on grid B. I advised Steve co elevate the interior bars as these were nearly lying on grade. These are to be elevated bo at least 2" above grade. Steve and his foreman advised that they would simply raise the rods via lifting the wires holding them in place and re-secure. VISIT 2- WEATHER: Cool, partly cloudy, temperature around 45 degrees OBSERVAT'IONS: 1. The rebaz for footing condnuing along Grid B was set in place but yet to be hUng. At the end of the last pour (on Grid 7-B), it was evident that the bars were still not high enough above the grade. I advised Steve to hold bars with a bar tied temporarily in place at end of forms. 2. Some of the mncrete at the keyway is spalled on rop. Steve advised that this was due to rain, although the concTe6e was rnvered with poly (per Steve). 3. Honeycombs appear along the poured footings, periodically. ? AN AFFILIATE OF THE BENNEIT RINGROSE. WOLSFELD IARVIS GARDNER WC. GROUP ARCHITECfURE URBAN DESIGN, PIANNiNG.TRANSPORTATION ENGINECRING MINNEAPOLIS- DENVER•PHOENIX - TUCSON•SfPEfERSBURG =. nkeu.*? " E1RCHiTECT'S O CHE q TECT ? FIELD REPORT CONSULTANT? A1A DOCUMENT G711 FIEID ? PROJECT: Fa"van Maintenanre facility FIELD REPORT NO: 1 Cold Storage Expansion CONTRACT: City Project #637, Contract #93-01 ARCHITECT'S PROJECT NO: 1631.Z01 DATE 4!6/93 TIME 10:30-11:30 WEATHER partlv ClOUdy TEMP.RANGE 46°}/- EST, % OF COMPLETION 5% CONFORMANCE WITH SCHEDUIE (+, -) ahead WORKINPROGRE55 rebar PRESENT ATSITE Steve (jOb superintendent) dfld crew. OBSERVATIONS See form #1 Attachment. ITEMS TO VERIFY See form #1 Attachment. INFORMATION OR ACTION REQUIRED 5ee Form #1 Attachment. ATTACHMENTS e form #1 Attachment. REPO RT BY• ffrey Uertel, AIA, CCS AIA DOCUM NT G717 • ARCHITECT'S FIELD REPORT • OCTOBER'1972 EDITION • AIAa •? 1972 THE AMERICAN INS7ITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page Of pages Architect's Field Report Field Report #1 April 6, 1993 OBSERVATiONS: Eagan Maintenance Facility Cold Storage Expansion City Pmject #637 • Contract #93-01 BRW Architects, Ina #1631201 1. Footings are poured on Grid 11. I advised Steve (Penn-Co) that reinforong bars aze not to be set on bloclc/brick/stone chunks but either hung or set on chairs. We also discussed typically setting bazs with 2" minimum coverage of mncrere, 18" overlap of bars, 3" (versus 2") keyway for Spancrete panels and the mntinual observadon by Braun. 2. T'he large size and quantity of stones and boulders are somewhat a surprise. In general, the material looks acceptable for use below the base, provided that the stones that are in the way are removed. 3. Extruded polystyrene is stored at trailer. 4. Penn-Co was setting forms and rebar a]ong Gridline A for Wednesdays pour. 5. Steve advised that Fab-Con will begin setting pane]s next Wednesday, starting at the northeast corner and working south then west. 6. The hole dug at the east is encroaching on the fence line: With rain on its way, this may be a problem and repair may be required later. THRFSHER SOUARE 700 THI RD STREET SOUTH MINNEAPOL15, MN 55415 PHONE 16121370-07IX1 FAX 16171370-13fis B- R- W- A R C H[ T E C T S SPECIAL VISTTS FOLLOW-UP REPORT DA1'ES: Visit 3: April 12, ]993 Visit 4: April 13, 1993 FROM: Jeffrey L. Oertel, AIA, CCS RE: Eagan Maintenance Facility Cold Storage Expansion City Project #637 • Contract #93-01 BRW Architects, Inc. #1631201 VISTI' 3- WEATHER: Cool, overcast, temperature azound 43 degrees OBSERVATIONS: OAVIDI BENNEIT MARK G SIJENSON DENNIS I SUTLIFF DAVID L GRAHAM PF"PER E IARVIS DOf:ALD W RINGROSE I N C. 1. The three rnntinuous rods aze now being supported by a hung bar which is holding them at the correct elevation (3" above grade). 2. I was not present at the current pour, but I gather that the mix has a fairly high w/c rado, judging from the leftovers placed for cylinders. I would guess the slump is at the outer limits of the acceptable range. 3. I noted that cylinders aze now being poured and set at the placement locadon for Braun to collect. VISTT 3- WEATHER: Cool, overcast, temperature around 40 degrees OBSERVATIONS: 1. A ready-mix truck (AVR) was on site. Crew was plaang a footing mix into several pre-cored openings on site. Three rods were set at the openings. 2. Steve asked if Penn-Co could place sonitubes for mlumns on a 12" tlvck pads in lieu of going with the 30" pre-drilled openings, since he could not find a machine to do the 30" wide mres. I advised that this is acceptable provided the cylinder pour and footing were rodded together. 3. The remaining foodng work yet to be perEormed includes the north half of the west elevadon (Grid 1) and Grids 1-4 at die north elevadon. viv AN AFFILIATE OF THE BENNEIT RINGROSE. WOLSFELD IARV15 CARDNER INC GROUP ARCHITECfURE. URfl4N DESIGN. PLANNING TRANSPORTATION. HNGINELWNG MINNFAPOLIS - DENVBR • PHOENIX • 7UCSON • 57 PETERSBURG i?, ` ???? I (`V?!/ED ? ARCHITECT'S ?r;? , ? ;u;,; i1 Owner E Archi[ec[ SUPPLEMENTAL INSTRUCTION consultan[ _ _ _ _ - _ _ _ _ _ _ _ ?--" Contracror Field A!A DOCUMENT G710 (Instructions on reverse side) Ocher PxoJEC'r: Eagan Maintenance Facility ARCHITECT'S SUPPLEMENTAL (name, add[ess) Cold Storage Expansion INSTRUCTION NO: 5 City Project #637 - Contract #93-01 OWNER: Clty of Eagan DATE OF ISSUANCE: APrll 13, 1993 To: Penn-Co Construction ARCHITECT: BRW ARCHITECTS, Inc. (concnccor) 1301 Corporate Center Drive 700 Third Street South Eagan, MN 55121 Minneapolis, MN 55415 CONTRACT FOR: G2118Pdl COr15tPUCt10f1 ARCHITECT'S PROJECT NO: 1631.Z01 CONTRACT DATED: 0 0 ? ? ? ? The Work shall be carried out in accordance with che following supplemental instruccions issued in accordance wich the Contract Documenrs withouc change in Contcact Sum or Con[rac[ Time. Proceeding with the Work in acmrdance wi[h these inscructions indicates your acknowledgement that [here wiil be no change in the Concrrct Sum or Contracc Time Descripcion: Revised grades at northeast corner of building as shown on attached drawing. Use additional excess fill at the elevated grades. A[t3Ch[f1C[1L5: (Here inserf llstmg af documenls tbat support 6escr.ption.) isSUED BY: BRW RCHITECTS, Inc. Jeffrey L. Oertel, N, CCS Archi[ec[ m CAUTION: You should slgn an origlnal AIA document which has thls cautlon prlnted in red. An original assures that chenges will not be obscured as mey occur when documents are reproduced. AIA OOCUMFM (il710 • ARCHrtECTS SUPPLEMENTAL INSfR[1CfIONS • 1992 EDI'RON • AiAm •@1992 THE AMERICAN INSI7TU7'E OF AACHITECIS, IRS NEW YORK AVF,NUE, NW, WASHQJG7DN, D.C. 20006-5209 (;ry0-1992 wnranra: u? pamcor,yioy ? us. mpyrqne mws .?d wio sue?ec? u?s Wdwo. m ?eyx pAeaewm. CONNECT 12" WATEr ? X 6" TEE I SALVAGE ANG FENCE (AS NE 12" BUTLERFLY T CUT-?N 16 J56.30 " X 12" TEE 16" BUT7ERFL? T C 12" BUTTERFLY ?- 4" PERFORA D DRAIN TILE '00 ? (SEE ARCN. LANS) X 12" TEE S) ? ABAN N EXIST. ,. \1F40, >- I I• V EMOVE EXIST. ' L ITUMINOUS 3S VEMENT SALVAGE EXI: T i- GATE VALVE? -'T..v.,- ? ' ----- ? - - -- G.V. ; PLUG EXIST. - - _- - - o ( 12" TEE ? I SALVAGE AND o 64 FENCE (AS NE +{ EXlST. 12" TO REMAI? -- - - -- -- ; S? IAN?_ DRAINAGE I ? ?«Pt SWACE ' F1P,t,3 f QP_ I ? ` I TQ??S r- • ARCH ITECT' S Owner ? SUPPLEMENTAL INSTRUCTIONS c s?U??nt o Contractor ? Field ? AIA DOCUMENT G710 (fnstructions on reverse side) OEher ? exoJEC'r: Eagan Maintenance Facility ARCHITECT'SSUPPLEMENTAL (name, address) Co]d Storage Expansion s U?'riotv NO: 4(Rerised) City Project #631 - Contract #?}3N-af.. o'"ER: City of Eagan DATE OFISSUANCE: MarCh 31, 1993 & April 12, 1993 To: Penn-Co Construction ARCHtTEC'1': gRW ArchiteCts, Inc. (Co?craccor) 1301 Corporate Center Drive 700 Third Street South Eagan, MN 55121 Minneapolis, MN 55415 CONTRACT FOR: GEfl2ral COnStrUCt70fl ARCHITECT'S PROJECT NO: 1631.ZU1 CONTRACT DATED: The Work shaR be carried out in accordance with the following supplemental ins[ructions issued in accordance with the Contract Documencs without change in Con[cact Sum or Contract Time. Proceeding with the Work in accocdance wi[h [hese instructions indicates your acknowledgemen[ that thece wiil be no change in the Contract Sum or Contract Time. Description: At typical detail 12/6.1, provide 1/4" plates (3" x 3") quick bolted into the concrete plank jambs at two locations of each side of jamb. Top plate shall be placed for welding 3-1/2" x 3" deck angle and lower plate shall be placed for welding tube. Additional Notes: 1. Provide two bolts per plate. 2. A reminder to include metal studs attached to bottom tube and top angle, as back-up for metal facing materials. AttlCk1II1C[1[5: (Here /nsert lfs8rzg of documents tbat support Qescripttort ) (BKBM: Review this ASI and advise Jeff Oertel.) IsSUSD sY: BRW Architects, Inc. Jeffrey L. Oertel, AIA, CCS Archiuc[ m . u should sign an orlginal AIA document which has this caution prlnted In red. An original asaurea that changes wlll not be obscured as may occur when documenfs are reproduced. AIA OOCUYENr 6710 • ARCHITEC75 SUPPLEMENTAL QJSfRUCf10N5 • 7992 EDITION • AIAO • @1992 THE AMERICAN INSI7TUTE OF ARCHITECIS, 1735 NEW YORK AVENUE, N.W., Wi1SF@7G1UN, D.C. 20W6-5209 wnMMxs: unlowmma wwmwpift vM.c» us. CoWgn mw. m,a ,.m.wp0 nn ,naem, ro ww ponmum. c710-19e2 ARCH.ITECT'S O RCWNER o q FIELD REPORT CONSULTANT ? , AIA DOCUMfN7 G777 FIELD ? PROJECT: Eagan Maintenance Faci 1 i ty FIELD REPORT NO: 2 Cold Storage Expansion CONTRACT: Ci ty Project #637, Contract #93-01 ARCHITECT'S PRO)ECT NO: 1631.Z01 DATE 4/16/93 rinne 10:30-11:30 WEATHEft partly cloudy, W'IIldfyMP.RANGE 36° EST. % OF COMPLETION lO% CONFORMANCE WITH SCHEDULE (+, -) ahead WORKINPROGRE55 precast panels pRESENT ATSITE Steve (JOb superintendent) dfld crew. utilities Fabcon OBSERVATIONS v EED See form #Z Attachment. ITEMS TO VERIFY See form #2 Attachment. INFORMATION OR ACTION REQUIREO See form #2 Attachment. ATTACHMENTS REPORT BY: IA6U" ey L. Oertel, AIA, CCS AIA DOCUME G711 • ARCNI7ECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAOO • O'1972 THE AMERICA WSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 pagP O( page5 Architect's Field Report Field Keport #2 April 16,1993 OBSERVATIONS: Eagan Maintenance Facility Cold Storage Expansion City Pmject #637 • Contract #93-01 BRW Architects, Inc. #1631201 1. The erection of the precast panels started at the northeast mmer (at the miter). Workmen were setting units on shims. Steve advised that Fabcon will be doing their own grouUing and sealants immediately after erection so waterproofer can mme in to do the Tremproof 60 work. 2. I advised Steve to make sure pcotection pad is laid on waterproofing, especially due to all the stones in the backfilL Steve will ensure. 3. Steve advised that, at the mezzanine column foodngs, he will have to go back to fiill footings as the rebar is already cut. He would like to make a simple prefooting to set sonitubes on, which is acceptable. 4. The concrete panels match exisdng panels at the maintenanm building. The smooth finished reveals look a bit rough. 5. Utilily work is being infilled and compacted. 6. The northwesbern mrner footings are on hold until panel installadon progresses to allow access to south of building. ARCH.ITECT'S °R HITECT o FIELD REPORT CONSULTANT ? AlA DOCUMEN7 G771 FIELD ? PRO)ECT: Eagan Maintenance facility FIELD REPORT NO: 3 Cold Storage Expansion CONTRACT: City Project #637, Contract #93-01 ARCHITECT'S PROJECT NO: 1631.ZU1 DATE 4/20/93 TIME 9:30-11:00 WEATHER sunny, windy TEMP.RANGE 44+ EST. % OF COMPLETION 15% CONFORMANCE WITH SCHEDULE (+, -) ahead WORKINPROGRESS orecast concrete panelsPRESeNr AT SITE $teVE (jOD Superintendent) dlld crew. utilities sealants waterproofing OBSERVATIONS See form #3 Attachment. ITEMS TO VERIFY . See form #3 Attachment. INFORMATION OR ACTION REQUIRED See form #3 Attachment. / See form #3 Attachment. REPORT BY:/?,/,Aeffrey L. Uertel, AIA, CCS AIA DOCUMEIGT G717 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAB • O 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,'1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of pages Architect's Field Report Field Report #3 April 20,1993 OBSERVATIONS: Eagan Maintenance Facility Cold Storage Expansion City Pmject #637 • Contract #93-01 BRW Architects, Inc #1631201 1. The work is progressing on schedule and with few problems. Many of the mntractors aze doing a conscientious job in a good workperson like manner. 2. Fabcon panels aze approximately 30% mmplebe. The base has been grouted in place and the lower wall sec6ons aze sealed with urethane caulk and a backer rod typically. I am pleased with both the precast and the sealant trade eEforts. 3. The panels are temporarily braced while the steel angle at the head is in process of being emcted. 4. The 'T' mnnection to the east of the building at the property line is being worked on well below grade. 5. Sonatubes are being set on the sub-foodngs for the mezzanine mlumns: Reinforcing is loosely set in place and I am mncemed that enough mncrete cover on these pre-made units as there is little room for leeway. I will speak with Steve immediately. Steve advised he will be place mncrete in two pours. During the first pour, the crew will hold pre-assembled m-bar units so that the units set with full coverage around the bars at the perimeters. 6. Waterproofing is set to start today. ` ARCHITEC7'S O RCWNER o p FIELD REPORT CONSULTANT ? AIA DOCUMENT G771 FIELD ? PROJECT: Eagan Maintenance Facility fIELD REPORT NO: 4 Cold Storage Expansion CONTRACT: City Project #`631 / Contract $93-01 ARCHITECT'S PROJECT NO: 1631.Z01 DATE 4/22/93 TIME 7 :30 - 9:00df11 WEATHER partly sunny, ffllIdTEMP.RANGE 480+ EST. % Oi COMPLETION 20% CONFORMANCE WITH SCHEDULE (+, -) ahead WORK IN PROGRESS PRESENT AT S7TE Precast Concrete Panels Steve (Job Superintendent) and Crew Utilities Sealants OBSERVATIONS See fR#4 Attachment. ITEMS TO VERIFY See fR#4 Attachment. INFORMATION OR ACTION REQUIRED See FR#4 Attachment. ATTACHMENTS FR#4 Attachment. J REPORT BY: Jeff?rey'J .qrtel, AIA, CCS / BRW Architects, Inc. AIA DOCUMENT G711 • ARtAITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO • (D 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,'1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page Of pages Architect's Field Report Field Report #4 Apri122, 1993 OBSERVATIONS: Eagan Maintenance Facility Cold Storage Expansion City Project #637 • Contract #93-01 BRW Architects, Ina #1631201 1. I advised Steve that the imbed plate at the west door opening is at the wrong elevation: Steve will advise Fabcon and coordinate. 2. The waterproofing work is mazginal. I advised 5teve to speak with the sub-contractor about: bubbles in the final product, maintaining a uniform total mverage, and providing a neat straight seain at the top of the waterproofing temunation line. At a minimum Steve will have mntractor walk along the work and mver the bare or minimum coverage spots. 3. I advised Steve to seal off two spots at the north elevation, both at the step footing. One problem is a spalled panel section (6" by 10" +/-) that needs to be repaired with concrete infill, and the other is a vertical 'pint that is not caulked. Steve shall do both by day end. 4. At the job trailer, I laid out approximate dimensions for the skylight locarions to avoid interference with the diagonal bracing (maximizing the daylight into the space). A few of the skylights will have braong below, but the skylights will be placed so that all pairs are in line, and the spacing along the long dimension will vary a minor amount (this should not be visually noticeable). 5. Also on the diagonal bracing, I advised Steve later by phone that the addiNonal detail Eor the atfachment to the diagonal braang that is a part of the first change order is only to be at the short sides of the building. 6. Evidently, infill and compaction for the below grade piping has taken place last Saturday, and Wayne Schwantz noHced that the compacdon work was not perfornied as specified. I advised Steve of this and he will check into this with the utility contractor. Work will take place again this Saturday. The installaHon of the drain tile was started. I noticed that the perforated pipe was surrounded with pea roclc and wrapped with the approved filter fabric, and the system was being mvered with sand up to just below grade. Neaz grade, I was advised, that the contractor will place a layer of day with top soil on this. I had no excepNons to the work thus far. We should make sure that this pipe is set to maintain a good slope as specified. Also, a test to ensure proper drainage may be in order if there are concerns. 8. Ovemight, graffiH showed up at the west wall panels form from persons trespassing on the otherwise locked site. Tlus superfiaally damaged area will be painted, so the that damage will not be visible, although there is sdll a concern that kids are illegally entering the site. /a 7631.Z01 w4ePS??fty.? ARCHI,TECT'S o CHETECT a FIELD REPORT CONSULTANT ? ?pR AIA DOCUMENT G711 FIELD ? 2 9 9gg3 PRO)ECT: EAGAN MAINTENANCE FpCILITY FIELD REPORT NO: 5 COLD STORAGE EXPANSION CONTRACT: CITY PROJECT #637/CONTRACT #93-01 ARCHITECT'S PROJECT NO: 1631.Z01 DATE 4/21/93 TIME 7:30-9:00am WEATHER rainy TEMP.RANGE 45+/- EST. % OF COMPLETION 25% +/- CONFORMANCE WITH SCHEDULE (+, -) ahead WORK IN PROGRE55 PRESENT AT SITE Precast Concrete Panels Steve (Job Superintendent) and Crew OBSERVATIONS See form #5 Attachment. ITEMS TO VERIFY See form #5 Attachment. INFORMATION OR ACTION ftEQUIRED See form #5 Attachment. ATTACHMENTS See form #5 Attachment. REPORT BY: Jeffrey L. Oertel, AIA, CCS/BRW Architects, Inc. AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAS • 01972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of Dages ArchitecYs Field Report Eagan Maintenance Facility Field Report #5 Cold Storage Expansion April 27, 1993 City Project #637 • Contract #93-01 BRW Architects, Inc. #1631201 OBSERVATIONS: 1. Refer to meeting minutes by Penn-Co. 2. There is little new work since the last site visit last Thursday: mainly condnuaflon of the work- in-progress. The job remains on, or ahead of, schedule. 3. It is apparent that Steve spoke with the waterpmofing crew as the thickness of the membrane application was improved and appears bo be in conformance with the manufacturer's recommendaHons. Also, the top of the waterprooRng was struck in a straight line (to match the sWck-off azea of the precast panels) as previously discussed with Steve. Steve and I again discussed the bubbles in the waterproofing: he was advised that this will have no adverse effect on performance. I shall look into tlds further. 4. I need to verify a declc beazing angle or beam at the west overhead door pazapet location. 5. All of the precast panels are in place and grouted, with the steel beam at the toQ of panel in place. The waterproofing is 95% mmplete. The mezzanine steel and concrete aze virtually complete, except for the error locations previously idenhified. 6. The temporary supports or "deadmen" are in place and shall remain so unNl the joists and cross- braong aze welded in place. 7. I asked Rocky and Steve to set up a separate discussion on the interconnections of the Kalwall, louver and sheet metal systems used at the window openings: who is doing what, how do we handle the interconnection, do ali parties know what the others are doing, etc.1 8. 1 advised Steve to call Braun to review the welding and bolting on the job. / i ARCHITECT'S ..?, ArOwner chtect o SUPPLEMENTAL INSTRUCTIONS Rec0 nsultant o C ntractor O ? 4Cq? eld ? AIA DOCUMENT G710 (Instructions on reverse side) cher ? PxoJEC'r: Eagan Maintenance Facility ARCHITECT'SSUPPLEMENTAL (name, address) Cold Storage Expansion INSTRUCTION NO: 6 City Project #637 / Contract #93-01 OWNER: City of Eagan DATE OF ISSUANCE: ApY'il 29, 1993 To: Penn-Co Construction nxcxrrEC'r: BRW Architects, Inc. (Concraccor) 1301 Corporate Center Drive 700 Third Street South Eagan, MN 55121 Minneapolis, MN 55415 CONTRACT FOR: Generdl Construction ARCHITECT'S PROJECT NO: 1631.Z01 CONTRACT DATED: The Work shall be carried out in accordance wi[h the following supplemenrrl instructions issued in accordance with the Contract Documents without change in Contract Sum or Con[ract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: At Water Treatment Plant walls, provide "Thorocoat" in lieu of "Thoroseal". Selected color is #8576 TOFFEE. Provide sample at wall prior to work (3'x4'). A[t3CtllRen[S: (Her¢ insert Lstirtg oJdxuments tbot support descnption.) None. ISSUED BY: 4RW Hrchitects, Inc. Jeffrey L. Oertel, AIA, CCS Archicect m CAUTION: You should sign an orlginal AIA document whlch has this caution prlnted in red. An orlginal assures that changes wlll not be obscured as may occur when documents are reproduced. AU1 OOCUTAENT G710 • ARCH[7'ECT'S SUPPLEMENTAL INSfRUCilONS • 1992 EDITiON • AIA* •91992 THE AMERICAN INSTITUTE OF ARCHITECIS, 1735 NEW YORK AVENUE, N.W., WASHING7UN, DC 20006-5209 waR+Rrc: umkan.ed pwmcapylny Nderos us. conrNeM lews end wAn wqset me vwletor m kpY woseculba G710-1992 NAy D Y tv? R HITECT,S 3 1 Owner ? SUPPLEMENTAL INSTRUCTIONS g?? ?ch.«ct Coas?ltant ? o Contracror ? Field ? AIA DOCUMENT G710 (Instructions on reverse side) Other ? rxoJEC'r: Eagan Naintenance Facility ARCHITECT'SSUPPLEMENTAL (name, address) Cold Storage Expansion INSTRUCTION NO: 7 City Project #637 / Contract #93-01 OWNER: Clty Of Edgdfl DATE OF ISSUANCE: ApY'11 30, 1993 To: Penn-Co Construction ARCHITECT: BRW ArChiteCts, Inc. (concraccor) 1301 Corporate Center Drive 700 Third Street South Eagan, MN 55121 Minneapolis, MN 55415 CONTRACT FOR: General ConStruCtion ARCHITECT'S PROJECT NO: 1631.Z01 CONTRACT DATED: The Work shall be carried out in accordance with the following supplemenral ins[mc[ions issued in accordance with the Contract Documents withou[ change in Contract Sum or Con[nc[ Time. Proceeding with the Work in acmrdance with [hese instructions indicares your acknowledgemenc tha[ [here will be no change in the Contract Sum or Conttac[ Time. Description: Overhead doors shall include both infra-red beams at door jambs and pneumatic safety edge in lieu of anti-reversing mechanism specified. This is acceptable as a$O.OU net change only. A[t2ChII1CM5: (Here insert hstrng oJdacumenxs [bat support description ) None. issUED BY: BRW Architects, Inc. k:You L. Oertel, AIA, CCS ArchiteC[ m should sfgn en original AIA dxument which has this cautlon printed in red. An original assures that changes wlll not be obscured as may occur when documents are reproduced. AW DOCUMENT G710 - ARCHITECI"S SUPPLHMENTAL MSfRUCTIONS • 7992 EDRION • AIA' •QIH92 THE AMEWGN INSI'CfUTH OF ARCHITECI5, 1735 NhW YORK AVENUE, N.W., WASH[NGTON, DC 20IX16-5209 wnnwNC: unkemea pnomoopihq ,nwdes us. mpynWrc wls ana wm Wm?ea the Waeror m b¢x po.s.,nwo. G770-1992 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) PxoJECT: EAGAN PMINTENi1iVCE FACILITY (name, address) COLD STORA6E EXPANSION City of Eagan #637/Contract oWNER: City of Eagan To: Penn-Co Construction (Contraccor) 1301 Corporate Center Drive Eagan, MN 55121 CorrTitnCT FoR: General Construction CONTRACT DATED: Owner ? Atchitect ? Consulunt . ? Contrac[or ? Field ? O[her ? ARCHITECT: BRW AY'Ch'IL0CL5, Inc. 700 Third Street South Minneapolis, MN 55415 ARCHITECT'S PROJECT NO: 1631. ZO 1 The Work shall be carried out in accordance with the following supplemental instrucuons issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance wich these mstruc[ions mdicates your acknowledgement that [here will be no change in [he Con[racc Sum or Contract Time. Descnption: 1. The 1/2" difference between the tevo types of joists (and the transverse tube sectlons) shall be siructurally corrected at the steel suppliers option. Either an extension plate, side brackets or cutting into the tubes are acceptable, provided structural integrity is maintained. (Note: The field personnel advised that the extension plate option was by far the least time consuming.) 2. Provide a tohal of three pairs of struts (briding or cross-bracing) at the bottom cord of the furthest west pist, up to the deck bearing angle at Grid #1. Then provide strut from bottom of this first joist to the top rnrd of the next joist (#2). This creates a"V" pattern in section. AttaChrt]Ctl[S: (Here rnsert Lstirzg of documenfs tbae suppor[ descrephon ) None. ISSUED BY: Jeffrey L. O tel, AIA, CCS / BRW Architects, Inc. Accnitecc m CAUTION: Wu should sign an ortglnal AIA document which has this cautlon printed in red. An original assures that changes will not be obscured as may occur when dxuments are reproduced. ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: $ #93-01 DATE OF ISSUANCE: AIN DOCUMINT G710 • ARCHITECT'S SUPPCEMENTAL IldSTRUCCIONS • 1992 EDIi10N • AIA' • 01992 THE AMERICAN INSTINTE OF ARCHISECIS, 1735 NEW YORK AVEN[lE, N.W., WASHINGiON, O.C. 200065209 WARNPI(i: UMIcelred plqODCOpyillg Vbhbe U.S. eaPYrBM IaNS OW wltl subjlCt tlM YbIBOOI Eo bgel Pmeeeutlpn. GTIO`1992 ?AY ?'g93 ARCHITECT'S OWNER ? . RSCEIyED ARCHITECT ? CONSULTANT ? AIA DOCUMENT G777 FIELD ? s. r?.?cjvyt? PRO)ECT: EAGAN MAINTENANCE FACILITY FIELD REPORT NO: 6 COLD STORA6E EXPANSION CONTRACT: City Project #637 / Contract #93-01 ARCHITECT'S PRO)ECT NO: 1631.Z01 DATE 5/3/93 TIME 10:30d171 - NOOFkNEATHER Partly Sunny TEMP, RANGE 55°± EST. yo OF COMPLETION 50%± CONFORMANCE WITH SCHEDULE (+, -) OIl Schedul e WORK IN PROGRESS PRESENT AT SITE Steve (Job Superintendant) Steel Erectors 085ERVATIONS See Field Report #5 Attachment. ITEMS TO VERIFY See Field Report #5 Attachment. INFORMATION OR ACTION REQUIRED See Field Report #5 Attachment. ATTACHMENTS Field Rep 5 Attachment. REPORT BY: Jeffrey L. Oertel, AIA, CCS / BRW Architects, Inc. AIA DOCUMENT G711 • ARCHITECi'S FIELD REPORT • OCTOBER't972 EDITION • AIAm • 8 1972 THE AMERIfAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page o( page5 Architect's Field Report Eagan MainEenance Facility Field Repork #6 Cold Storage Expansion May 3, 1993 City Project #637 • Contract #93-01 BRW Architects, Inc. #1631201 OBSERVATIONS: 1. I made a special trip to the site to review the work mlated to the payment request, to review a field condiHon that relates to the difference of 1/2" between the standard and special joists and to review the declc bearing at the west overhead door. 2. 1'he sewer and water aze virlually complete: I verified with Wayne Schwantz that the tests and work are in general conformance with the plans and specs. 3. The walls panels are all in place, and the doors/Kalwall openings have been saw cut. T'he steel erectors aze currently welding the joists although a few details need to be resolved. 4. The deck bearing angle cvas installed at the west elevation per the drawings and tlus detail does not indude the additional angle to form a tube section as Steve and I discussed last week. There is a diagonal strut between the steel angle and the first bar joist After checking with Tom Downs, I advised to extend another tie from the bottom of the first joist (at the intersection of the strut) to the top of the next joist in line (total of three). This should resolve the support concerns along the opening at the overhead door. 5. Along the entire roof there is a welded connection between the four tubes running lengthwise (east-west) and the joists running north-south. The set of oversized joists intersect the four tubes but the smaller joists do not, and there is a 1/2" separadon. Several details and installation methods were discussed: It was resolved that the easiest means of filling the gap of tlus detail was to provide a plate or bar stock between all the smaller joists and the four steet tuhes. Since the joists were all supplied by the same supplier, and the supplier had to design the special joists, the design should have dealt with this 1/2" difference between joisis (as the fabricator/supplier should have been aware of the difference). Once the steel supplier forsvards the additional steel to the site the installaNon crew will install. Steve will coordinate all of the related work. 6. Steve and I also discussed the loading dock detail at the west elevation. The elevations shown on ASI #3 are mrrect. The elevaHon is somewhat steep leading up to the dock, but there was little choice in the layout of the building but to have a compromise of elevations at this area. You will note that the ramp is steeper than usual. As a recap, the elevation at the overhead door is 854'-9"; the elevation at the upper concTete slab slopes from 853'-8" to 853'-6"; the ramp below this dock is 849'-6" and the concrete apron varies at 848' +/-. 7. All of the outstanding issues were resolved prior to my leaving the site. ' -ARi;HiTECT'S O CHETECT a FIELD REPORT CONSULTANT ? AIA DOCUMfNT G777 FIELD ? PROIECT: Eagan Maintenance Facility FIELD REPORT NO: 7 coNTRncT: Cold Storage Expansion Citv Pro.iect #637 / Contract #93-01 ARCHITECT'SPROJECT NO: 1439.Z01 DATE 5/11/93 TIME 7Zm - 10:30am WEATHER partly sunny TEMP.RANGE EST. % OF COMPLETION (U -]Q% CONFORMANCE WITH SCHEDULE (+, -) 011 schedul e WORK IN PROGRESS PRESENT A751TE Steve (Job Superintendant) - Earthwork Contractor Steel Erectors OBSERVATIONS See Field Repoert #7 Attachment ITEMS TO VERIFY See Field Repoert #7 Attachment INFORMATION OR ACTION REQUIRED See Field Report #7 Attachment ATTACHMENTS Field eport #7 Attachment REPO RT BY: ,]effrey L. Oertel, AIA, CCS / BRW Architects, Inc. AIA DOCUMENT G711 • ARCHITECT'S FlELO ftEPORT • OCT08ER 1972 EDITION • AIAo • O 1972 THE AMFRICAN 1NSTITUTF OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of pages Architect's Field Report Field Report #7 May 11, 1993 OBSEAVATIONS: Eagan Maintenance Facility Cold Storage Expansion City Project #637 • Confract #93-01 BRW Architects, Ina #1631201 1. Refer to Penn-Co's meeting minutes for additional information. In addidon to the regular site meeting there was a pre-roofing rnnference. 2. We discussed the sod repa'v at the neighboring property to the east that was damaged. Arnie will coordinate the resodding and repair af lawn azea. Steve (Penn-Co) will open up fencing for access to pmperty. 3. Arnie, Steve and I discussed the grades and elevarions at the west end of site in some detail. Since we raised the height of the loading area, the slopes at the truck back-up azea is steeper, thus increasing a condidon that was already marginal. Since Tom Colbert raised this mncern of slopes, I believe we have a more optimum solurion, given the steep grades: We shall adjust the elevations of the paving and the concrete at the lower portion of the loading dock to also be higher, and the City will bring in some fill (class 5 or similaz) and attempt to regrade or pave the entire area beyond the "mnstruction limits" at a fucure date to elevabe the entirn azea. 4. I advised Steve to take a stone and smooth the concrete walls at the dock: Rocky advised that this was planned but not yet started. 5. T'he rain has delayed the erection and completion of the steel, but the project is still on track regardless. 6. I advised Steve to wait a minimum of 7 days for the ftoor to be set prior to Moline setting the mezzanine plank. 7. Since the elevations of the dock were quickly adjusted last week just prior to the pour, we shall make modifications to the walk and stairs next to the ramp. The top riser will be at an angle similar to the mntrol joint location on the drawing, with the stairs located further to the east by about 3' to 4' within the walled area. 8. A test paint sample was applied at the water treatrnent plant. It is one of the limited standazd colors and is too yellow. I will see if we can tone this down. ARCHITECT'S O E o ' FIELD -REPORT q CH TECT CONSULTANT ? • AIA'DOCUMENT G717 FIELD ? PRO)ECT: EAGAN MAINTENANCE FACILITY FIELD REPORT NO: 8 COLD STURAGE EJ(PANSIUN CONTRAC"f: City Project #631/ContraCt #93-01 ARCHITECT'S PROJECT NO: 1631.Z01 DA7E 5/11/93 TIME 10:00-11:30 WEATHER partly sunny TEMP.RANGE 40 0 -50 01$ EST. % OF COMPLETION 7V%+I- CONFORMANCE WITH SCHEDULE (+, -) Ofl schedul e WORKINPROGRE55 PRESENT ATSITE Steve (Job Superintendent) Earthwork Contractor Steel Erectors OBSERVATIONS See Field Report #8 Atiachment ITEMS TO VERIFY See Field Report #8 Attachment INFORMATION OR ACTION REQUIRED See Field Report #8 Attachment ATTACHMENT$ X See field Report #8 Attachment REPORT BY: Jeffery L. Oertel, AIA, CCS/BRW Elness Architects, Inc. AIA UOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER'1972 EDITION • AIAO • m 1972 THE AMERICAN INSTITU7E OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of page5 Archit,ecYs Field F,ield Report #8 May 18, 1993 Report Eagan Maintenance Facility Cold Starage Expansion City Project #637 • Contract #93-01 BRW Architects, Inc. #1631201 MEETING NOTES AND OBSERVATIONS: 1. There was a slab-on-grade concrete pre-construcdon meeHng this moming with Dan of AVR (ready mix), Steve of Penn-Co, Amie of the City oF Eagan and myself. The highlights oE the meeting aze as follows: . AVR shall deliver concrete to site and dump within 1 hour. ? AVR shall provide a 3" slump +/-1". If the slump exceeds 4", the truck load shall be rejected. ? The mix shall include a plasHcizer, air entrainment and other items as spedfied in the approved miac design. ? The work shall be done in Hvee separate pours, as previously approved, within a week and a half timeframe. w Wet the sand prior to the pour: avoid placement on thomughly dry sub-surface. ? The rebar must be reviewed prior to each pour. Jeff has Steve's schedule and shall work within the times: Jeff shall call Steve if there is a problem with the reinforcing he observes. ? The mncrete requires both a dissipating sealer and a 30% solids sealer aher the recommended period of dme. ? Control joints to be cut the following moming. Joints shall be about 1-1/2" deep. 2. The angles for 2 oE the 3 precast planks are not yet installed: Steve is awaze of this. 3. There aze two holes at the inside face of one of the wall panels: Steve shall repair this later. 4. I asked Steve about the electrical conlractor since the work is now behind. Also I have several items to verify and locate to awid mnflicts. Steve is attempting to reach the contractor. 5. The upper wall mlor and the paintlng of the existing building is done. We have yet to accept a sample for the lower wall. 6. I advised Steve that we shall be eliminaflng the dowels at the concrete/wall conditlon as this is not required on this job due to the ]ateral pressure already exerted on the detail from the berming. Expansion material shall be placed between wall and slab. 7. The channel at the head of the door appears to be too long with the deFlection more than acceptable: I advised Steve to weld a channel kom the top of the inside of the steel at the head up to the beam or joist This rim channel at the door head is primarily for very limited "dead weight" and for anchoring the overhead door. 8. The work mndnues to proceed on a flmely basis. Some of the work appears to be done over the weekend or after hours. 9. The roof work is proceeding with the insuladon followed by the membrane installation. The sheet metal installer advised that he will follow shorNy thereafber to 'button up" the roof. I shall take a closer look at the roof system during the next visit. ; ARCHITECT'S O CHE q TECT o ' 'fIELD REPORT CONSULTANT ? AIA UOCUMENT G711 FIELD ? PRO)ECT: Eagan Maintenance Facility FIELD REPORT NO: 9 Cold Storage Expansion CONTRACT: City Project #637 / Contract #93-01 ARCHITECT'SPROJECT NO: 1631.Z01 DATE 5/20/93 TIME 7am - 10am WEATHER cloudy TEMP RANGE 40o EST, %u OF COMPLETION 75% ± CONFORMANCE WITH SCHEDULE (t, -) Oil Schedul e WORK IN PROGRESS PRESENT AT SITE Steve (Job Superintendent) Earthwork Contractor Concrete Crew OBSERVATIONS See FR#9 Attachment ITEMS TO VERIFY See FR#9 Attachment INFORMATION OR ACTION REQUIRED See FR#9 At chment ATTACHMENTS FR#9 Attachment REPORT BY: Jeffrey L. Uertel, AIA, CCS / BRW ELNESS ARCHITECTS INC. AIA DOCUMENT G717 • ARCHITECT'S FIELD REPORT • OCTOBER'1972 EDITION • AIAO • (D 1972 . THE AMERICAN INSTITl1TE OF ARCHITECTS,'1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of pages Architect's Field Report Field RepoR #9 May 20, 1993 MEETING NOTES AND OBSEAVATIONS: Eagan Maintenance Faality Cold Storage Expansion City Project #637 • Cnntract #93-01 BRW Architects, Inc. #1631201 1. The slab-on-grade work began with slumps at their acceptable limits. Later, a total of four (4) trucks were rejected as the slump ranged from 5" to 6-1 /2". I advised the tech from Sraun m keep up with the work and test for all items (slump, air, cylinders) as much as possible, since we are not getting specified tolerances. On one test, an AVR troubleshooter did the slump best and I advised that only Braun is ro take all tests. 2. After the fourth rejected load, the slump was back to 4" and less, and thus acceptable. 3. The sand base was damp but not "pre-wet" as advised. 4. The cTew was plaang and begiruung to finish the concrete slab with the superplastiazed mix with few problems. 5. Steve was re-advised that a hard trowel finish was required. 6. Although the skies looked like rain was possible, I was not aware of any precipitation through the morning. (T7lls is very forlunate as the roof is not yet sealed.) 7. I reviewed the roof work thus far and took no exceptions. The base work (insulation, basic membrane and some ballast) is 50% complete with the detailing just started. Details and perimeter mnditions appear to be mnsistent with Firestone details. ,?RCUiTECT'S qO RCWNER o FIELD 'REPORT CONSULTANT ? AlA DONMfNT G777 FIELD ? PROJECT: Eagan Maintenance Faci 1 i ty FIELD REPORT NO: 10 City Project #637 / Contract #93-01 CONTRACT: Cold Storage ExpanSion ARCHITECT'S PROJECT NO: 1631.ZU1 DATE 5/25/93 TIME] am - 9 dRl WEATHER ClOUd,y TEMP.RANGE upper 40'5 EST. % OF COMPLETION J 5%± CONFORMANCE WITH SCHEDULE (+, -) On schedul e WORK IN PROGRESS PRESENT AT SITE Steve (Job Superintendant) Earthwork Contractor r'epar tying /installation 085ERVATIONS See attachments ITEMS TO VERIFY See attachment, INFORMATION OR ACTION REQUIRED See attachment ATTACHMENTS / 2 /TZ REPORT BY: Jeff Oertel AIA CCS / BRW ELNESS ARCHITECTS. INC. AIA DOCUMENT G777 • ARCHITECT'S FIELD REPORT • OCTOBER 7972 EDITION • AIAb • B 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,'1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page , of pages ArchitecYs Field Report Eagan Maintenance Facility Field Report #10 Cold Storage Eacpansion May 25, 1993 City Project #637 • Contract #93-01 BRW Architects, Inc. #1631201 OBSERVATIONS 1. The rnncrete slab on grade (pour #1 of 3) is set and cut In general, the work looks accep- table; the weather and site conditions are extremely good for a slow even cure; saw cvts were not installed behind the mund mncrete column bases. We decided to thus eliminabe these but install an addidonal ane lengthwise through the "knockouts", along the north side. I need to verify if expansion material was installed at the entire perimeter as the west end appears to have none. 2. The four PRV's aze on site and ready to be sew 3. T'he basic roof work remains only 50% complete but people are on site today to continue. Rains have hampered progress. 4. The berm/swail additional work is complete and I am very glad we decided to add this addirional work. Although a little run-off will go into the neighbor's yazds, the added berm height wi11 help hide the building (along with plantings). 5. The reinforcing bars for pour #2 are being set today. I need to make a return trip at day end to check this. 6. Concrete curb is installed and looks acceptable (albeit a bit rough). I am concerned about wash-out @ some of the curb and advised Steve. 7. I advised Steve ro take a stone to the concrete rnlumn bases. 8. Rocky advised that the soil material on site was supposedly the "top soil". Tlus is not acceptable as this is not black dirt and is full of rocks and bouldera 9. The bollards will be aligned with the jambs so they do not extend within the 16' opening and exbend 1' - 6" out from the wall. 1'HR6SIIERSOUARE DAVIDI BENNET7 7fH1 fH?RDSTREEI'SOUTH MARKG SWENSON MINNEAPOLIS MN 55415 DENNISJSU7LIFF PHONE 1612I 370-0700 GAVID L GRAHAM 1 AX Io121 370-137R PEfF.R E ?AftV15 DONALD W RINGROSE B• R• W• A I2 C H I T E C T S• I N C. MEMORANDUM TO: Arnie Efiart Tom Colbert Rocky Radman Joe Merchak Tom Downs File FROM: Jeff Oertel RE: Eagan Maintenance Buiiding Cold 5torage Expansion City Project #637 Contract #93-07 BRW #1631201 Fo!!ow-up to Field Report #10 I reviewed the reinforcing for pour #2 of 3, which included the siab-on-grade at the noAhern third of the building. The work appeared acceptable except as follows: 1) The bars running along the wall location (grid B beriveen 2 and 6) were not tied to the north-south cross bars. While I was present the workman finished tying these bars (which was simply an oversight). 2) The north-south cross bars did not continue to all fully support the last set of east-west bars at ihe sauth end of this pour. I advised the workman to use the surplus bars on hand that were approximately 2'+ bng and splice them into the north-south bars and then tie these to the lengths of east west bars so that approximately every other overlap was a supported and tied condftion. I noted that the knock-out locations for the Tuture columns had the re-bars cut and removed, as required. I also noted that the chairs were installed an the masonite slip-panels on the sand base, as agreed wfth Steve, for elevating the re-bar. Finally, I noted the dowels in place and set through the holes of the 2 x 6s, which were in place for the termination of this pour. The woric is ready for the May 26 pour. ANAFFILIATEOFTHEBENNETT.RINGROSE,WOLSFELD. fARVIS.GARDNER,WC GROUP ARCHITECTURE. URBAN DESIGN, PfANNING.TRANSPORTATION. ENGINEERING MINNEAPOLIS - DENVER - PHOENIX - TUCSON, Sf Pc fERSBURG • SAN DIEGO ARCHITECT'S OWNER q ' CHITECT o ?FIELD iiEPORT coNSUU,sNr? AIA DONMEN7 G777 FIELD ? PROJECT: Eagag Mainienance Facility FIELD REPORT NO: 11 CONTRACTP ty Project #631/Contract #93-01 ARCHITECT'S PROJECT NO: Cold Storage Expansion 1631.Z01 DATE 6/2/93 TIME 7dRl-9dfll WEATHER sunny TEMP. RANGE uppper 40'S+ EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+ -) On crhadul a WORK IN PROGRE55 PRESENT AT SITE See observations OBSERVATIONS ITEMS TO VERIFY See attachments INfORMATION OR ACTION REQUIRED See attachments ENTS REPORT BY U Jeff Oertel, AIA, CCS / BRW ELLNESS ARCHITECTS, INC. AIA DOCUMENT G777 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO - 0 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of pages Architect's Field Report Field Report #11 June 3, 1993 OBSERVATIONS Eagan Maintenance Facility Cold Storage Expansion City Project #637 • Contract #93-01 BRW ArchiEects, Inc. #1631201 1. This morning there was a speoal meeting arranged for the overhead door systems. Steve and Rocky from Penn-Co, Joe Butler of Overhead Door, Arnie and I were present. The resoluHon was to provide a low-overhead track and full height door as originally speciFied at the two north doors, and a false rop panel door with additional steel angle support and a 14' +/- high door at the wesc facade. I believe that this was worked out to be satisfactory for all parties. 2• The roof is 95% complete and the ballast is nearly all in place. I noticed a few omissions and requirements but the skylights and detail work is yet to be complete, and thus the roofer will be back to review and detail items. 3. The installation of the louvers and Kalwall panels is beginning. The next site visit I shall review this in more detail. 4. We also had a meeting this morning to resolve the last oF the electrical issues still outstanding. T'hese aze as follows: The main lights in the building are now ordered (supposedly) with the proper finish. These wi11 be a late shipment and shall be installed after the Substantial Complerion date, and shall be idenrified on the Punch List. This work should be done by June 18 +/-. The Contract shall provide a box next to the lights and provide an outlet for easy dismantling in the future. ? The only flexible conduit used on the job shall be at these lights. ? The contractor shall field mount the lens on the wall packs to avoid spiilage to areas that must be free from light (i.e. neighboring houses). 5. The floor slab is now complete. I reviewed the work for cracks and imperfecfions. While the floor is fuil of dust and dirt, it appeazs to be one of the better installations I have seen in a while. 6. I am very pleased with the project thus far. We only have a few remaining concerns and systems installations, and the job will be virtually complete. CONSTRUCTION OWNF.R I ? CHANGE ARCHITECT ? . CONTRACTOR ? DIRECTIVE F,ELD 0 OTHER • 1 ? A!A DOCUMENT G714 (/mlruckom ort reee?ee eide Tbis ducrnnent mpluces A/A IXH;umemt G?Ij, Coratrucknn Cbange Au(boruuteon) PROJsc'r: Eayan Maintaince Building (name,aadress) Cold Storage Expansion Pro,7ect #u31/Contract #93.01 TO CONTRACTOR: (name, address) Penn- Co Construction 1301 Corporate Center Drive Eagen, MN. 55121 DIRECTIVE NO:Z DATE: 6/ 3/ y3 ARCHITECT'S PROJECT NO: 1631.201 CONTRACT DATE: CotvrxnC'r Foa: General Construction You are hereby directed [o make [he following change(s) in this Conaact Include all additional and base work at the overhead doors for a complete system not otnerwise identified on the shop drawings including low overhead tracks, false panel at west elevation, steel angle for false panel and mounting of springs at overheads. PROPOSED ADJUSTMENTS ]. The proposed basis of adjustmen[ to the Contract Sum or Guaranteed 4faxirnum Price is: ? [.ump Sum (inaease) (decrease) nf $ $385.00 G Umc Pnce of per ? as provided in Subparagraph 7.3.6 of AfA IJOCUment A20I, 1987 edi[ion. ? as follows: 2. The Convac[ Time is proposed [o (be adjus[ed) (remam unchanged). The proposed adjustmen[. if any, is (an inereise of days) (a decrease of days). When signed by the Owner and Archicect :uid recerved by the Contracwr, chis document becomes effeciive IMMEDIATELY as a Construc[iun Chmge Direc[ive (CCD), and the Contractor slr.dl proceed with the change(s) deserlbed above. BRW aRCHITECTS, INC. City of Eagan ARCHITECT pWNER 100 Third St.rPat Snuth 3830 Pilnt Knob Road Address ' Address Min lis, MN. ?5 Eagen, MN. 55122 BY D DATB Signamre bv the Contracror indicates the Con- cracror's agreement wrth [he proposed adjust- ments in Conttact Sum and Contcac[ Time sec forth m thLs Constmcnon Ch;unge Directivc Penn_ Co Construction CONTRACTOA 1 Zlll f nrnnrata fan4cr fl?^j Address Eagen, MN. 55121 6Y DATE ve AIA DOCUMENT G714 • CONSTRUCT[DN CHANGE DIRF.CTIVE • 198i EDITION • AIAii • O 1987 • THE AMERICA6 INSTITGTE OF ARCHITHCTS, 1735 NEW YORK AVFNUE, N.W, WASHWGTON, D.C 20006 G7141987 Architect's Field Report AVD$ AIA Document G711 OWNER ( .?CHITECT [ CONSU[.TANT [ FIELD [ PROJECT: Eagan Maintenance Facility Cold Storage Expansion CONTRACT: City Project #637 City Contract #93-01 FIELD REPORT NO: 12 ARCHITECT'S PROTECT NO: 1631 . z01 DATE: 6/8/93 TIME: 7: 3 0-9am WEATHER: Partly CloudyTEMP.RANGE:60's-70's EST.%OFCOMPLETION:75$ +/- CONFORMANCEWTTHSCHEDULE(+,-):On Schedule WORK IN PROGRESS: PRESENT AT STTE: Steve (Job Superintendant) Earthwork Contractor OBSERVATIONS: 1. Virtually all building and site components are being worked on or are complete except for paving. 2. The Kalwall panels, sheet metal and louvers are being installed and the integration is satisfactory. The flashing and execution of the detail has worked so that the systems are functional and aesthetically consistent with the design. The horizontal metal does not exactly align with the band on the concrete panels, however, and is about an inch high. I need to make sure that the tube steel is painted and the perimeters of all systems are fully sealed. 3. I noticed that the sealant being installed at the perimeters of TH1S DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTNENTICATION OF THIS ELECTRON[CALLY DRAFTED AiA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. wU pOCUM6NT Oil l- ARCXrtfiCT'S PIBID RBPORT OCTOBBR 1912 6DRIOH - Aln - cOPYR10NT 1911 - Tx6 AMBRICAN Q19TROT60P ARCNR8CT1, 1]]3 N9W YORY AVFHIIe N. W.. WASNPIOTON D.C 300 06-32 92. WARNPIO: OJiumd ylaxeyYiq vLaUiez U.S. coryn64 Im aJ i. ..ejeci ?e lepl vn..e.iio.. TYb Cx.n-t wa etmve?ic?p1 Pm?w?? ..eer 6csm nMer SN0002M wd 646 N npn4cd wil1en v:elui- mil 5119194. Electronic Document Service G711-1972 1 ? the door frames is a siliconized acrylic, which is not acceptable. I advised Steve to cut this material out and install the correct material at all locations, providing one-part urethane as specified. Also, the Kalwall installers were using a full silicone, GE sealant, which was in bronze and is a top grade product. This will be acceptable, but I will need to talk with the Kalwall people about this regardless. 4. The mezzanine plank is installed and grouted: No exceptions taken thus far. 5. The skylights are being installed by the roof contractors. 6. The electrical work appears to be behind: There is a great deal of work to be completed within the next five days. Also, there have been problems with shop drawings and delivery of light fixtures. Per our discussion with Rocky and Steve, BRW has provided additional review and coordination for the lighting related products: I propose that the Contractor provide BRW with the additional monies for the extra time expended in review so that the City of Eagan would not have to pay for this. If this is acceptable, the light fixtures will be strongly considered, as they appear, to be an "equal". 7. The loading dock was reviewed in order to work out the elevation discrepancies at the base of the ramp, as problems occurred during the pour due to the confusion of raising the elevations just prior to installation. Basically, the two changes amount to: 1. Rather than the front edge of the concrete apron dishing away from the wall, the apron edge will be parallel with the loading dock edge; and 2. The bottom of the stair will not end in a 6" high curb down to the pavement but end with the bottom step ending nearly level with the pavement (and no 6" high curb). TTEMS TO VERIFY: 1.. Light Fixtures. INFORMATION OR ACTION REQUIRED: ATTACHMENTS: None. AIA OOCUM6HT 071 I- AACHROCT'9 PMID RBPORT -OCTOBHR 1973 BDRpN - AIA - COPYRIONT 1972 - THB AM6RICAH Pi3iROT6 OF A&CNRBCT3, I793 N6W YORB AVBNUB N.W., WASHPIQTOH D.C 10006d392. WARNPlO: U.Ilcewa4 yle?xeyY??6 -1W. U.3....... lt I.o ..d n.0yuI w IqA ?nwenioa Ttl. a-.,.r ....1-w&i.ny ?.ea.oe4..d.. lioe?w umMr 3910003N ui c?? M royro??oN ?illert rieluio? ?4i1 5II91W. Electronic Document Service G711-1972 2 REPORT BY: Jeffrey L. Oertel, AIA, CCS BRW ELNESS ARCHITECTS INC AU DOCUMSNT O'lll - ARCHIT6CTB FPLD RfiPORT - OCTOBfiR 1973 EDRION - AIA - COPYRIGNT 1912 - THB AMH0.ICAN IHSTITUT80P AACHR6CT9, 1]]5 NeW YOR%AV6NW N.W., WASHQ/OTON D.C ]00063]93. WARNIIIO: Udiceued plmocopYi, violateg U.S. coryn6bt law •nd in nyeei m Ie6J prouc?tio?. Tli. f«.ocn wu akcwuWlr pmJrced rNer 6cemw umbee 5"0001541 a.d w. be npmd.ced xkko.t rioWion ntil 5119191. Elec[ronic Document Service 0711-1972 3 THRESFiERSQUARE DAVIDJ BENNETT 70UTf{IRDSTREETSOUTH MARKG SWENSON MINNFAPOLIS. MN 55415 n DENNISJ SUTLIFF PHONE f6121370-0700 DAVID L GRAHAM FAX (612) 37U-1378 ? PETF.R E JARVIS DONALD W RINGRQSE B • R • W • A R C H I T E C T S • I N C March 10, 1993 Jce Merchack City of Eagan 3830 Pilot Kiwb Rnad EaBan, MN 55722 RE: Eagan Maintenance Facility Cold Storage Expansion City Project q637 • Contract #93-01 BRW Architects, Inc. #1631.ZA1 Deaz Jce, Per our discussion, it is our intent to submit to you a list of the inspecting and testing mmpanies for the project, in the near future. The mntractor and I both understand that no work related to inspections and testing can be started until this form is received by your office. The list is being signed by all the parties and may take another week to complete and send to you. Please release the permits and I shall forward this list to you as soon as it is fully eacecuted. Please advise iE there are any quesNona Sincerely, BRW ARCHITECTS, INC. C??u2LLrv?, ]e . Oertel, AIA, CCS Associate cc: Arnie Erhazt Rocky Radmann /a 1631.ZA1 AN AFFILIATE OF TH E BHNNETT, RINGROSE, WOLSFGLD. )ARVIS. GARDNER INC GROUP ARCHITECTURE, IJRBAN DESIGN, PLANNING,TRANSi'ORTATION. ENGWEERWG MINNEAPOLIS • DEIWER - PHOENIX • TUCSON • ST PETERSBURG • SAN DIEGO IHRFSHERSQUARE !]4VlDJBENNETI 700 THIRD STREET SOUTH MARK G SW ENSON MINNEAPOLIS MN 5546 DENfYISJ SUTLIFF PHONE (6121370-0700 j? MVID L CRAHAM FAX (612) 37o-13'18 ? J PETER E]AftV15 DONALD R' RINGNOSF ? - 1-? B R- W- A R C H I T E C T S • [ N C. January 25, 1993 Jce Merchak Ciry of Eagan 3830 Pilot Knob Road Eagan, MN 55722 RE: Eagan Maintenance Building Cold Storage Faolity Project #637 • Contract 93-01 BRWA #1631.Z01 Dear Joe: This is a follow up to your December 17, 1992, Ietter concerning the items that needed further resolubon or follow up. Listed below are informational items for your review: 1. Enclosed is the 5peciat Inspection and Testing Schedule with the names of the inspecting firms attached. Please provide your mmments if there aze any concema I propose to do the concrete reinforcing inspection, unless you have other concerns. 2. Enclosed is a memorandum concerning the lighting power calculations, proving that the building design is in compliance. 3. Concerning the automatic sensing devices, it is our interpretation that these devices may be provided. This is not a requirement of UBC or the Minnesota rules, but if you require this, the Maintenance staff and I will review the msts and ramiflcations. 4. Concerning the past issue of air changes and exhaust: Total calculated ventilation is 5.797 changes per hour, which satis6es Mn. amendments 1305.1900 to UBC 705. Also, rnntrol of the vent fans may be modified to mnform to the automatic carbon monoxide sensing devices. 5. The project is tentatively slated to start on April 1, 1993, depending on the weather. A conhact has been signed and Penn-Co shall serve as general mntractor. 6. Note that Penn-Co will be hiring the concrete tesdng company doing the cylinders and other tests. AN AFFILIATE OF THE 6ENNGTT WNGROSE, WOLSFELD, JARVIS GAftDNER. INC GROUP ARCHITECTURE, URBAN DESIGN, PLANNING.TRANSPORTATION ENGINEERING M W NEAPOLIS - DENVER • PHOENIX • TUCSON • ST PETER56URG - SAN DIEGO Joe Merchak City of Eagan January 25, 1943 Page 2 7. We have already addressed your other concerns including roof hatch and signage as previously noted. It is our understanding that the mezzanine can be used strictly for sborage without the need for rails, e)dts, etc. ff you need addidonal information, please call. Sincecely, L. Oertel, AIA, CCS. Associate /cr cc: Tom Colbert Amie Erhazt 1439.Z01 ;ity of eagan MUNICIPAL CENTER 3830 PILOT KNOB ROAD E.'vGAfJ, M1NNESOTA 55122-1897 PHONE (612; 681-4600 fAX: (612) 681-4612 TDD. (612; 454-8535 December 22, 1992 MAINTENANCE FAqLITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE' (612) 681-4300 FAX: (612) 681-4360 MR JEFFREY L OERTEL BRW ARCHITECTS INC THRESHER SQUARE 700 3RD ST S MINNEAPOLIS MN 55415 THOMASEGAN Mayor PATRICIA AWADA PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Membeis THOMAS HEDGES Gry Atlmimnsllator EUGENE VAN OVERBEKE Ciry Clerk RE: EAGAN MAINTENANCE BUILDING "COLD" STORAGE FACILITY Dear Mr. Oertel: For the storage use as described in your letter of December 21, the "mezzanine" design as proposed is acceptable. If you have any further questions concerning this matter, please do not hesitate to contact me at (612) 681-4675. Sincerely, ,#4,c yr ? ?.c,?a? U Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development JM/js cc: Doug Reid, Chief Building Official Building Inspectors Arnie Erhart, Supt. of Streets/Maintenance Tom Colbert, Director of Pubiic Works Penn-Co Construction Co., 1301 Corporate Center Drive, Eagan, MN 55121 THE LONE OAK TREE .., THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Attirmative Action Employer THRESHER SQUARE t=-j DAVID J BENNETf 700 TH IRD STREFT SOUTH MARK G SWENSON . MINNCAPOLISMN55a6 ? DENNISJSIRLIFF ? PHOVFIb121370-U700 DAVNLGRAHAM FAX 1612) 370-1378 PETER F, JARVIS WNALD W RINGROSE ?- ? B- R- W- A R C H I T E C T S December 21, 1992 Jce Merchak Ciry Of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: Eagan Maintenance Building Cold Storage Facility Project #637 • Contract 93-01 BRWA #1631201 I N C. Deaz Jce, . , .. . . . .. , . . , . . . . . .. , , I am in receipt of your December 17, 1992, letter regazding code review. I would Iike to respond to each item. The responses are as follows: 1. BRWA shall coordinate the 5pecial Inspections. Inspections shall be mnducted by various firms. Since we aze not starting mnsirucdon until the end of March, we have some time in transmitting this to you. I should have this complete in January. 2. You will be noHfied of all alternates and are on our mailing list for all mnstrucflon correspondence. 3. I was unfamiliar with the 1993 criteria, but shall forward this upon receipt fmm my electrical engineer. 4. I believe reference to the demolition and general rnnstrucdon pernuts are in the specificaNon in several locations, but I shall remind the contractor. 5. I shall check into UBC, 1716 item 1 and follow up with you 6. We noted on sheet A5.1 that the minimum cleazance behveen the Floor and storage is 8'-0": The building mmplies as I see it. 7. I do not believe that guazd rails should be included on this as the planking is not for a mezzanine - walkway but for stoeage. We believe this system would fall under the category of "storage racks" rather than mezzanine. If steel pipe railings were included they would be taken down and not reinstalled since the system is used exclusively for sborage, like a pallet storage or a lumber yazd rack without a walkway. AN AFFILIATE OF THE BENNETT RINGROSE.N+OLSFELD, )ARVIS. GARDNER. WC GROUP ARCHITCCTORE. URBAN DESIGN. PLANNING.TRANSPORTATION, ENGINEERING MINNEAPOLIS - UENVER • PHOENIX • TUCSON • ST PETERSHURG • SAN DIEGO Joe Merchak City Of Eagan Ik:cember 21, 1992 Page 2 8. Same as item #7: exits are superfluous or unnecessary as there will be no room to walk with the ptanks filled with materials (i.e. seed, pallets of materials, equipnient, pipes, etcJ. 9. We have noted on the drawings to field verify the roof hatch IocaNon. I shall advise the contractor to locate the hatch 6 feet from the roof edge. 10. I shall advise you on this item later. I shall need to verify if staff wishes to eliminate the ladder in its entirety or modify the ladder as you advised. 11. I shall provide this to you with the previously requested informadon. 12. We shall specify signs for designcd loads and advise you. The majority of your rnncems are simple items. The one key issue here is the reference to the mezzanine: the mde addresses the mezzanines in UBC secdon 1716 as if they were used for walking, working, officing and storage. In this case the "mezzanine" is installed as a pazt of the building as storage shelves would be used to store books, or a roof is used to srore equipment. At least on a roof, there is an ability to walk about. On this mezzanine, there is only room enough for storage by use of fork lifts, cranes and personnel loading equipment the same way in which a loading dock is used. Please give tlvs issue some thought and advise. Finally, I realize that I still owe you a letter on mechanical ventilaHon, as you previously indicated. This shall also be submitbed with the above M/E items. I will follow up on the remaining issues and advise. Sincerely, /cr cc: Arnie Erhazt Tom Colbert James Roubal Norm Klaassen Tom Downs Penn-Co Construction 1631.Z01 3.1 :ity oF eagan MUNICIPAI CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55722-1897 PHONE: (612) 687-4600 FAX: (612) 681-4612 MAINTENANCE FACIIRY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (672) 681-4300 FAX: (612) 681 •0360 THOMASEGAN Mayor PATRICIA AWADA PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Counell Members December 17, 1992 MR JEFF OERTEL BRW ARCHITEC'I'S INC THRESHERSQUARE 700 THIRD STREET S MINNEAPOLIS MN 55415 THOMAS HEDGES Clfy Atlmininatrator EUGENE VAN OVERBEKE em eiere RE: EAGAN MAINTENANCE FACILITY "COLD" STORAGE EXPANSION Dear Mr. Oenel: We have reviewed the plans and specifications submitted for the above-referenced project. After making the necessary corrections, please submit the corrected documents for review. 1. The structural engineer of record must complete the enclosed "Special Inspection and Testing Schedule" form. Please return these forms to our office after obtaining all of the proper acknowledgement signatures. Each special inspector, fabricator, and testing agent must submit a Final Inspection/Test Report or Certificate of CompJiance as applicable to our division before a Certificate of Occupancy will be issued for the building - Uniform Building Code (U.B.C.), section 302(c) and 306(c), (g)• 2. Please note that the Uniform Buiiding Code Standards referenced in the Building Code (a list of these standards occurs in Chapter 60) are a part of the code. Other standards providing equivalent performance may be used only when such alternates are approved by the building official under the provisions of Section 105 of the Building Code - U.B.C., section 6001. 3. Provide verification that the building's proposed lighting power budget complies with Model Energy Code, section 505 as amended by Minnesota Rules, part 7670.0800, subpart 2. Please note that this amendment requires, with certain modifications, the budget to be calculated in accordance with the 1993 criteria as specified in the Code of Federal Regulations, title 10, part 435.103. THE LONE OAK TREE ... THE SYMBOL Of SiRENGiH AND GROWTN IN OUR COMMUNITY Equal OpporfuniTy/Attirmative Acflon Employer 4. Include in the construction documents the requirement that the contractor must first obtain a separate permit for the demolition or remova] of the existing structure before commencing with said work - U.B.C., section 301(a). 5. Automatic carbon monoaade sensing devices meeting the requiremenu of U.B.C., section 705 as amended by Minnesota Rules, part 1305.1900 should be employed to modulate the ventilation system. 6. The clear height above and below the mezzanine floor construction shall be not less than seven feet - U.B.C., section 1716, item 1. 7. Provide guard railings complying with U.B.C., section 1711, at the side of the mezzanine which is open to the room. 8. Provide a minimum of two exdts from the mezzanine - U.B.C., section 1716, item 5. Please note that exit stairs must comply with U.B.C., section 3306, and that exit arrangement and distance to e)dt requirements of U.B.C., section 3303, apply. 9. L.ocate roof access at least six feet away from the edge of the roof or provide a suitable rail or guard at least 42 inches high - U.B.C., section 514, as amended by Minnesota Rules, part 1305.1750. 10. The stair leading to the roof access scuttle should comply with the requirements of U.B.C., section 514 as amended by Minnesota Rules, part 1305.1750. 11. Verify that the exit signs do not individually have an electrical consumption during non-emergency operation exceeding 20 watts of resistive power with a ma)dmum total power consumption of 40 volt amperes. See Section 1, Minnesota Statutes 1991 Supplement, section 1613.61, subdivision 3. 12. Specify signage posting design live load for mezzanine floor - U.B.C., section 2304(e). Sincerely, . • , Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development JM/js Enc. cc: Doug Reid, Chief Building Official Constroction Inspectors Arnold Erhart, Supt. of Streets/Equipment Thomas J. Downs, Professional Engineer Penn-Co Construction Inc. M E M O R A N D U M TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECPOR i FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: NDU. III 1r19 Z- 12E: PLAN REVIEW The _ preliminary 2-( construction plans for E ACr+AW &R/NTOMAJ? , - ?-rv/ZAB-E ?tnI?Din? 4 ?-X)'An?Siotil are in our plan review section for your review and comment. PZease return this farm to Joe Merchak with your initialized ... .... .... , , comments and the date of review. " With3.n fiv,?i;aayS_'w?.1,1:?ia.cayjsiae"d'1o3 u?°;;ap?z?qv?iS If you have any .? objections to approval of these p].ans, it is o y r ponsibility ? 0 to notify this d;?ti?t?id resolve an?? m.D? ??I? ? a . ?p w> ? v ? - DR/j s `?` V '' V x ? fr" V 016 /<° ` `'?t ?o ? e . Signature c 6V411?? ?t o4 7?7 d'7??r?t d=e c.??,? ?'?J 7?t'?'1V???????.vr1 -???i'pO"?y ha4 ,iol- 6.r<4 4?-tiaryll 41U4,ni sewz? 6?0?G? 7? rriv?U?C 7LOe?'[ GXG/ye ? I"?D?-e?Y?j hoi naf J? 4n r?ai ? heC/I c h c r o ?? ?-o ? GvG Xic? a?L ` YI 41 ? 7 ?'`? ?? ? 4 'P? ? 74 ?r.??/ ?rvn - ?ip r?O? c-b-nn???i?n? G/o?J q,-e ,- pend c10-a v CP -1 -1-- 7? /?, ?711 aoa ?8? -7 ?, y) NwL ?CR I, 0) NtNL I I i 1 10( -76 G? ? f 0? ? `7 9-73 d THRFSHPR SOf7ARE ? - DAVID f RHNNETT 700THIRD STREETSOUTH MARKGSWENSON MINNE4POLI5 MN 55415 P DENNISJ SUTLIFP PI IONE 16R1390.0900 _ DAUID LGWIHAM FAX (6121370.1378 PETER E JARVIS l DONALD W F2INGROSC B • R • W • A R C H f T E C T S • I N C MEMORANDUM DATE: October 23, 1992 TO: Joe Merchak City of Eagan FROM: Jeff Oertel AE: Eagan Maintenance Facility Cold Storage Expansion City Project #637 Contract#93-01 BRWA #1631201 Per our conversation yesterday, I am forwarding a list of material to be stored in the facility as you requesbed. In discussing these items with Eagan Maintenance staff, the following were included: Item Stored % of Area 1. Vehicles (Trucks, Pickups, Tractors, Trailers, Etc.) 92% 2. Tools (Shovels, Saws, Picks, Axes, Drills, Etc.) 2% 3. Steel, Iron (Angles, Bars, I-Beams, Grafing, EtcJ 1% 4. Crack Sealer 1% 5. Wood (2x4, Plywood, Etc.) 1% 6. Castings, Manholes, Etc. 1%* 7. Grass Sced (Fiuctuates Greatly) 1%a* 8. Chalk 1%" 9. Cement 1%• 10. Latex Paint 1%" 11. Other 1%' " These items amount m less than one percent of the total. For example, there may be ten buckets of latex paint or eight bags of cement. There are no high-stack combustibles to be stored. AN AFFILIATE OF THE BENNETT RI NGROSE WOLSFELD. JARVIS GARDNER. INC GROUP ARCHITECTLIRE. URBAN DESIGN PLANNING,TRANSPORTATION. ENGINEERING MINNEAPOLIS • DENVER • PHOENIX • TUCSON • ST PETERSBURG • SAN DIEGO Joe Merchak City of Eagan October 23, 1992 Page 2 In addition, I am providing you with the following code related data: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Actual Building Footprint Size: 22,400 SF Originally Proposed Type: B4 "Cold Storage" Currently Proposed Occupancy Type: B1 Conshuction Materials: Precast Concrete, Steel Membrane Roof. Proposed Type of Construction: II-N Allowable Area: 12,000 SF Joisls and Deck, Ballasted EPDM Allowable Area With Sepazation On All Sides: 24,000 SF There Is No High Stack Combusdble Storage Minimum Side/Rear Setbacks: 50' Maximum Height: 21' Maximum Stories: One (With Mezzanine Storage) Thus the building should be allowed, as is with no sprinkler system, sized under 24,000 SF, no addiHonal opening other than those shown. I will call you on Monday to verify any remaining issues. /cr cc. Tom Colbert 1631.ZO1 THRESHERSOUARt 700THIRD STREET SOUTH MINNFAPOLIS :NN 55415 PHONE (612) 370-0700 PAX I612) 370-1378 B TRANSMITTAL - DAVID J BENNETT - MARKG SWENSON _ n DENNISj Sl1TLIFF +?- MVID L GRAHAM PFTER E JARVIS DONAI.D W RINGROSE R- W- A R C H I T E C T S- I N C. DATE September 30, 1992 TO Mr. Joe Merchak City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 FROM. JefE Oertel RE Eagan Maintenance Facility Cold Storage Building $xpansion Project #637 Contract #9301 BRWA #1639201 ITEMS 1 Set ? 8-1/2" x 11" Reduced Schematic Plans PURPOSE ? AS YOU REQUESTED " FOR YOUR REVIEW ,QrFOR YOUR W FORMATION ? REPLY TO SENDER ? FOR YOUR APPROVAL ? OTH ER (SEE REMARKS) REMARKS Per my conversadon with Steve, I would like to review this project with you before we get too far into developing our construction documents. I can carry full size sheets when/if we meet. /a 1639.ZA1 AN AFFILIATE OF THE BENNETT, RINGROSE, WOLSFELD JARVIS GARDNER, INC, GROUP ARCHITECTURE URBAN DESIGN PIANNING.TRANSPORTATION ENGWEERWG MINNEAPOLIS • DENVER - PHOHNIX • TUCSON - ST PETERSBURG • SAN DIEGO wev?ciorns e{ pzv's ? rJ L ? ; i i ' ~ n J e ?i U o- ? . W g .. Q P f W°•m, F e " _ ? A ? 6 ? . ? o • ZQ e Y U' o m ? U W ?I z r a J N1 _ a a . 0 o - J LL U F NpRItl Q W °, A1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ?1 vEABTp LEYATIOX rv.r a &78 pELEVAilIN1 n BYILOIN6 BEGiION ILOOKIMG M£BTI ?p J ? u U o- ° 6d - LL o W e H U , u 2 ? . F w? ?m F ? u ? ? ? . Z ? 6 ? m CI O . . BQSE BOD G7O4C;1 u'Rl^1MSdNJSCEM4 PQnEdS 81 MpGRL^QDEDD PRLCl°1S4 CONCGE4E nc.n??owe . I": F' n J e J V p Y 6 ? LL W a M 2 . F W V <? . ? o ^ w 2 ? r Q q • M $ m 6 u w ? NE .,.. .^. » . ,. . ,. ,. ,. do i n ? 8 • P- W- ANLI111E('1`J - Irvl'. L I I IS z% i s!c. May 29, 1991 Mr. Kons Sadownikow West Bend/American Building Systems 2334 Stonebridge Circle West Bend, Wisconsin 53095 Dear Mr. Sadownikow: Re: Comm. No. 04-91061 Column Investigation Salt Storage Building City of Eagan Eagan, MN 55122 ---? -? DUNHAM ASSOCIATES 1 -^? --? CONSULTING ENGINEERS MECHANICAL ELECTRICAI STRURURAI. I went to the building site on Thursday May 23, 1991, to look at the building columns. The columns had been built using a 6 x 8 post with a 2 x 8 glued and nailed to the side of the 6 x 8 post. The 7-1/2" and 7-1/4" dimension of the 6 x 8 and 2 x S respectively are parallel to the width of the building. The built-up column represents only 92% of the strength of the 8 x 8 column shown on the drawings. I contacted Mr. Bruce Barrett and Mr. George Underhill of Advanced 5tora9e Technology to see if 92% of the 8 x 8 column strength was adequate. George Underhill said the full value of the 8 x 8 column is required. Adding a second 2 x 8 to the opposite side of the 6 x 8 post will make the built-up column equivalent in strength to the 8 x 8 column shown on the drawings. George Underhill said he would not object to this built-up column consisting of a 6 x 8 post with a 2 x 8 nailed to each side. The grade of lumber, preservative treatment and moisture content should be as noted in the construction specifications for the project. The 2 x 8 should be continuous from footing to top of column. George Underhill said shear was not critical at the base of the column. The added 2 x S should be tight to the top of the footing but no additional attachment to the footing is required. Attachment of the 2 x 8 to the 6 x 8 should be with construction adhesive and 20d galvanized ring shank nails at 8" on center 1-1/2" from each edge of the 2 x 8. Should you have further questions or require additional services, please do not hesitate to call. Sincerely, DUNHAM ASSOCIATES, INC. ???4_6"_ Donald Loukusa, P.E. DL:mk cc: Mr. Joe Merchak - City of Eagan Mr. George Underhill - Advanced Storage Technology 9141 Grand Avenue South / Minneapolis, MN 55420 4 (672) 885-1800 / FAX (612) 885-1856 ? I o ot(Doo ADDENDUM N0. 1 MAINTENANCE GARAGE FACILITY EAGAN, MINNESOTA .?UL 25 1986 VAW 9llbDQUlS'T AM INQ JULY 22. 1986 BOAf2MAN ARCHITECTS, INC. 710 CHAMBER OF COMMERCE BUILDING 15 SOUTH FIFTH STREET MINNEAPOLIS, MINNESOTA 55402 The following changes to the specificatlons and/or drawings sha11 6e made a part of the contract documents. Bidders shall acknowledge receipt of this addendum on their proposal form. ARCHITECTURAL DRAWINGS 1. Sheet A1 Extend construction limit lires to include new site utility work see ME1. 2. Sheet A4 General contractor to provide three 4" steel pipe concrete filled bollards painted (similar to as shown on 11/A-10) in room 131 to protect water heater, a1r compressor and water service. 4erlfy location with architect. 3. Sheet A3 Room 123 sha11 be chem storage and room 124 sha11 be tool storage. 4. Sheet A1 A. One H.C. sta11 shall be located on either side of H.C. ramp access. Revise concrete islands to accommodate this change. B. Revise contour 844 to extend around future salt storage bu7lding (to the north and west). 5. Sheet A4 Verify f1na1 stripptng in room 131 wlth architect (second row in from east wall is to be revised). 6. Sheet A1 Site note #2 shall be revised as follows: Underground fuel tank to be removed by other; backfilling and concrete pad removal by general contractor. 7. Sheet A1 At existing roof above room 210, provide a steel pipe for antenna support. See attached detail 1/A1. dw 010 2s 8. Sheet A10 Detail 27/A10 A. Detail refers to room 129 in lieu of 160. B. On room 129 side, provide 1-1/21' edge with drawers. See attached elevation 10/All. Detatl 27/A10 sha11 be revised accordingly. ARCHITECTURAL SPECIFICATION 1. Section 01030 Alternate No. 10 - Deduct chatn link fence. Alternate No. 11 - Add cost of painting walls 8 ceilings indicated on room finish schedule as "patnt alternate". Alternate No. 12 - Reuse existing roof joists from demolished bu9lding in existing butlding tn lieu of new as indicated in detall 1/S4. Alternate No. 13 - In lieu of construction phasing 1 and 2, the owner wi11 evacuate the entire building before construction start up. 2. Section 02110 01.01 The owner will salvage O.H. Qoors and other items which will be salvaged by the owner before construction start up. 3. Sectlon 00040 Revised proposal form is included. 4. Sectlon 02200 3.06 (Fitl and Compaction) In clarification, the existing soil conditions (so11 borings 1 thru 8) should provide adequate support for the proposed floor slabs. As pointed out in the soils report, there are areas involving the footings in which excavation of inadequate soils may 6e necessary. The below listed manufacturers of materials, equipment, or systems are approved as acceptable subject to acceptance of the specific products as complying wlth and satisfying the requirements of the contract documents. The cost of any changes in the work of other trades or contractors from a substttution shall be borne by the contractor making the substitution. MATERIALS APPROVED The below listed manufacturers of materials, equlpment or systems are approved as acceptable subJect to acceptance of the specific products as complying with and satisfying the requirements of the contract documents. The cost of any changes in the work of other trades or contractors from a substitution shall be borne by the contractor making the substitutton. A. DIVISION 3 03300 Everbond B. DIVISION 7 07210 Certifoam Amofoam CM 07240 Sencon Synergy SM1 07500 Goodyear Diversiter General NRG Barriers Apache C. DIVISION S 08110 Steel Craft 08200 Graham 08350 Barcol Windor/John Greene McKee/John Greene 08800 Dorma Quallty Rixson D. DIVISION 9 09310 Latamastic Laticrete Wall Grout E. DIVISION 10 10010 J.L. Industires Karp 10160 Global Met Par 10200 Ruskin 10250 Johnson-Lee 10500 Interior Steel Products Corp. 10800 General Accessory Manufacturing Co. ,. . DIVISIOWQ - • Section*00040 Proposal Form DR.7E : T0: City of Eagan 3830 Pilot Knob Rodd Eagan, Minnesota 55121 FOR: Eagan Maintenance Garage Facility Eagan, Minnesota -=.., .. r",-oposz] of Gentlemen: t;a,e Hereinafter Called The Biddei- AdGress City State Zip Phone Number . The Sidder hereby proposes and, if this proposal is accepted, agrees to enter into a contract with the Owner to furnish all materials, labor, skill, tools, and equipment for consYruction of tfie Project, all in strict accord with drawings, specifications and'addenda, prepared by Roarman Architects, Inc., 710 Chamber of Ccr.vaerce Building, Minneapolis, 14innesota 55402, acting as, and in the documents entitled Arcfiitect/Enn ineer for following sums. BASE BID A(Combined General,_Mechanical, and Electrical Idork) For comp ete -eneral, 17echantcal and Electrical Construct On'Work as set forth in Division 0 throvgh 16 of Yhese specifications and related documenfs and the contract drawings, including the allowances as per spRCifications, the cost of work and contractor fee is as follows: )Dollars . o,` which the cost of: (5 )Dollars is included in base bid A for the purchase of the materials for the pre-ennineered netal buildi.ng and of which the cost of: . . .. . ..: . ' ($ • _ l.De] lars also is inc]uded in Base Bid A for the purchase of the mater.ials for the precast concre:e. • Page 1 of 3 UiV1J1UN 0 • 5ection 90040 Proposal Form. F,?co included in Sese Bid A is the total cost for the mechanical c` 1;1111cn ;he ccst is: (S )Dollars -'sc includec in Bzse Bid R is the total cost for the electrical %•:or4; ..- ,ich the cest ir (S ) Dol]ars te I;a '- Deduct the sum of: (S )Dollars i-•??2rnate 'o. 2- Add the sum of: ($ )Do7lars ni-L erna -L e IJo. 3- Oeduct the sum of: (5 )Dollars A.lternate h;o. 4- Deduct the.sum of: ($ )Dollars klternate No. 5- Add the sum of: ($ • )Dol7ars klternate No. 6- Deduct the sum of: ($ )Dollars Alternate No. 6- Add-the sum o f : ($ )Dollars Alternate No. 7- Add the sum of: ($ )Dollars ;4lternate No. 8- Add the sum of: ($ )Dollars Alternate No. 9- Deduct the sum of: " ($ )Dollars Alternate No. 10 - Deduct the sum of: ($ )Dollars Alternate No. 11 - Ydd the sum.of: (E )Dol l ars Alternate No. 12 - peduct.the sum of: (E )Dol l ars Alternate No. 13 - Deduct the sum of: ' ($ )Dollars Alternate No. M1 - ileduct the sum of: ($ )Dollars Alternate No. 142 - Add the sum of: ($ )Dollars Alternate No. M3 - AddJDeduct the sum of: ($ )Dollars Alternate No. M4 - Deduct the sum of: ($ )Dollars-' Alternate No: E1 - Deduct the sum of: (3 ),Dollars'. Alternate No. E2 - Add:the surti:of:? )Dollars Alternate No, E3 - Add the sur.i of:_ ($ )Dollars Alternate No. E4 - Aed the sum of: ($ )Dollars The'uridersigned has carefully examined ihe Instructions to Bidders, the Generzl CondiYions af the Contract, the plans and specifications'and further has carefurly exxmined the site of the proposed work. Pe9e2of3 j DIVISION 0 Section 00040 PrOposal Form I` tnis proposal is accepted, the Eidder aarees to.comalete the work as speci;ied Niihin calendarfays from the execution of the Contract. This preposal is subnitted a`ter careful study of the plans and specificatior,s, soil borings, and a review of the conditions, at the building site. 7he O:rner reserves the right to reject any or all bids and to waive any irregula:-iiies therein. It is agreed that this proposal may not be withdrawn for a period of thirty dzys after date of bid openino. In the event that additionz to or deductions from the contract are ordered by the Owner, the amount of %shall be added.to the actual cost of ali change order additions to compensate the Contractor for his averhead and profit, and the amount of S shall be added to the actual cost of all change order deductions to compensate the contractor for the work amitted. is pckno?-:ledned: r.GOC-::?-: E„ Lc":.Q Date ,- . Date --;CES PriCe ='- S. pel' CUb1C yard U""' 'rice ? 2- $ per cu6ic yard L!.it Frice = 3- $ per cubic yard L'n"t Price : S - $ per cubic yard The Undersigned agreea, if awarded the Contract, to execute and deliver to the Okne.r Hithin ten (10) days of the signing of the Contract satisfactory "Performtnce Bond and tabor and Material Payment Bond" on Form A-311, as issued by the hnerican Inst{tute of Architects, latest edition, each in a sun equal t4 the ful] amount of the complete Contract (Combined General, Methanical, and Electrica] blork). Lost of Bond will be paid by tFie General Contractor. The iJndersigned d0es declare that thi5 proposal is made without improper connection aitti any oiher person or persons makinq a prooosal on this same Contract and is in all respects fair and without collusion or fraud. The UndersigneG does furt?her declare that n0 person or persons acting in any ? official capacity for the Owner is directly or ind4rectly interested in any portions of profits thereof, - Name of Contractor BY Tit7e .. ress page 3 of 3 =?J? G.1? X 3?G =?lP? ?i°?lNT? yz1 ?•1 D _ .?j?lifP-??' iC (v l s'7W4- - WEy7 TD vTr;:? PLAS rn OLLsn nro wriw 4- Ce.?`"f- f'!PE E? m Gu'r t? ?7cI?rlNro , s?s -?k' - ? 3"WigE s1vla. C.Cu.A+`,. w YsPAC?.r? wO.a 7v P7$W / -Mofj41. R.OFFHIigr W% 'p-a+?F F+?? sar.?e?- ?aMs - ?? 5 L13i; 1fd? MEVATIG'N R?rM - ---- ? Z MECHANICAL A. SHEET M-1 1. Install new water service as shown under Phase I construction and provide temporary water connection for uninterrupted water service. 2. Details of Manhole Catch Basin, and concrete incased casing# see attached. 3. M.H. and C.B. elevations (existing and new) are as folloas: M.H. at Northeast corner - top elevation = 845.101 (existing) bottom elevation = 840.22' C.B. at Northeast corner - top elevation = (existing) M.H. at Southeast corner - top elevatton = 849.720 (new) bottom elevation = 845.931(invert) C.B. at Southeast corner - top elevation = 853.18 (new) bottom elevation = 849.011(lnvert) C.B. at Southwest corner - top elevatlon = 848.55' (new) bottom elevation = 847.01' M.H. at Southwest corner - top elevation = 843.001 invert elevation = 843.991(12"RCP) (exlsting) 6ottom elevation = 819.48' 4. New 15" storm sewer crossas existing santtary sewer at a location approximately 501 from existtng northeast M.H. (field verify) 5. Storm sewer speciftcation is as follows: SECTION 15400 - PLUMBING .03 OUTSIDE STORM AND SANITARY SEWER SERVICE New storm and sanitary services shall be lnstalled by this contractor as shown on the drawings. All pipes shall be laid on good solid footings at the proper elevattons and when examined shall present an unobstructed straight and true appearance. Change of direction shall be made with 1/8 bends. Storm sewer sha11 be Class III RCP. Sanitary seaer sha11 be 8" vitrified clay pipe. B._ SHEET M-4 1. S.A. duct from MAU #3 shall be installed as high as posstble. 2. Exhaust air ductwork to EF 144 and EF 143 shall be instailed high as posslble in space. 3. A71 mechanical equipment in repair hay sha11 be held high as possible. 4. Provide insulated blank off panel at all unused wa11 louver area. 5. Omit 10 x 6 type IDI exhaust grille in room 118. Connect exhaust duct to hood. Provide 36 x 24 exhaust fume hood, where shown on sheet M6, and as called for on sheet M9. 6. Relocate exhaust grille and duct from room 124 to 123 chemical storage room, 7. Omit fire dampers thru exist slab except at rooms 116, 122, and 123, and mech room penetrations thru the slab. 8. Provide 36 x 24° welding fume hood in room 130, where shown on sheet M6, as called for on sheet M9, duct up to roof and locate PRV 130F w/211 drip pan. 9. 14" exhaust duct from PRV 130 sha11 extend to mezz slab, drop to mezz slab level. 10" duct shall be tight to wall at mezz s1ab. See detail of typical exhaust duct attached. 10. Coordinate height and location of fRoto Boom? for tail pipe exhaust system to clear hose reel lubrtcation. 11. The following general notes sha11 be added to sheets M4 & M5. A. Remove existing floor registers, and patch floor to match existing. Above floor ductwork not to be revised, AHU system on mezz level, ACCU on roof, exhaust fans on roof, controls, etc. not required to be reused. B. Contractor sha11 visit the slte and verify existing conditions prior to submitting 6ids. C. Existing HVAC system(s) sha11 be reused wherever possible. D. Modify existing S.A. Ductwork on mezz level as required to be raused. Provide cover ,jacket over rlgid duct insulatlon. E. For exact location of reglsters, grilles and diffusers see architectural reflected ceiltng plan. F. Reuse existing roof openings wherever possible. Unused roof opening sha11 be capped with insulated cap. G. Existing building not shown to be demolished. Remove all existing mech HVAC equiprtrent and complete systems. DelTver existing equlpment to owner at owners r'equest - verify and coordinate with owners. H. Remove all existing mech equtpment and systems 1n room 130. Deliver existing equipment to owner at owners request - verify and coordinate with owner. I. All existing HVAC and plumbing equipment, ductwork, exhaust systems, piping etc, to be removed unless otherwise noted on the drawings. C. SHEET M-5 1. S.A. diffusers room 200A shall be located approximately 1/3 to north extertor wall and 2/3 to interlor wa11. 10/6 S.A. duct sha11 be from 34/10 duct along north wa11. 2. Organize room 210 to provide adequate servlce lsles for all equipment. Coordinate with other trade for equipment in this space, 3. Electrical baseboard 1n room ZOOA shall be by divislon 16. 1. Relocate air compressor to room 144 adfacent to exterior door in northeast corner of room, coordinate with parking. 2. A.D. in room 116 shall be 1' x 41 long open grate trench drain. 3. Provide 1-1/21', #2 gas line near ceiling strating form meter location (see site plan) and go{ng east along the north wall 1n room 143, then going south along ceiling between rooms 143 and 144. Cap end for future expansion. Run-outs to each infrared heaters shali be 110. Provtde regulators at each eQuipment. 1. Furnace #3 shall be revised to be air handling unit for quantities speclfied and atmospheric gas fired furnace for heating capacity specifted equal to Reznor. F. SPECIFICATIONS 001 Alternate Alternate M4 - Deduct cost of site storm sewer work. ? Manhole steps shall be placed . ; so thaT of}-set vertical paYion ; of cone is fccing downsiream ' ? ? I ' FIOW '. '•:. ???III i: 4,• . :•, , .? e.- A • .•. . , , . ?. .. ? ? i '.?1 ? .?'?..' ••. <.... '•i _:? :s:.::?. . .?.:• ,:?.:_ .•. j ' PLAN Ecceniric cone section shall be ? used unless othgwise shown in the plan. , ?4? •'v -`? .zT? .:? ' • . O el +I Q Grout bottom of manhole to I/2 diamerer at ppe and slope grout 2" toward inverT. Neenoh frame and cwer, a equol. See speciflcatlons for casting numbe[ Minimum of 2, maximum of 3 'conaete adjustment rings allowed. •CI.II Reinforced Concrete Pipe Manfrole steps, Neenah R1981J or equal, 15° o.c. Aluminum steps approved. Atl Jomis in manhole to hwe °O"ring rubber gasket. Std. Plate 242. 0 c 0 ? > I' Max. - ? ' city of eagan ? PUBLIC ? WORKS ? DEPARTME ? t SECTION A-A Compact to top of p?e,to firsl joiM. Not to Scale Note: Kor-n-seal manhole or equal considered acepable olternata • approved: standard 9/15/83 p?ate #: STANDARO MANHOLE, DESIGN I 200 ?Pipe shall be cut ouf ilush wlth Insfde face of wall. ,.. _ W - . ? Bock of curb LD C T-' i Direction of flow 36" io D V 9t N i ? Catchbasin casting: Neenah R3067 or equal. See Standard Plcte 233- Conc. Coliar. Min of 2, Maxof 3 concrete odjustment rfnqs aliowed, set in 'y.. , fuli mortar bed. :"` • •• ;rio:? ' ' -•. ? .• . .: ?.' i ' , . i ? i i ? ? ? i i I ? PLAN Grate to be f t{elow gutter prada /- Slope gufter 5 each side of / Gatchhasin .? . ?:o;:• 3?'0( QroUT ':?e • • - ? r- X :'b " I_ ` a : •:• _o? ? ? ? •.?o ? ? E . ? ? • ' ? ? ?.? : ••: = 1 ? •. :?• 4? e , ! ? ' .' ' •' ` ; -- ' •? ;. n :L... _rl! ?rr?"- a:e.. :• • o; e a. p: ?.? ? r. ?:C._ ? . W •' ?' ? s ,; ? ' • ?e ' ' ? 'd • . !0 . ? ? . _.. b?_?•d-.?..:o.?'?.'a.. ?:°.?°.•.??:.•.- SECTlON Clty of eagan approved: S?andard PUBLIC CATCH BASIN p ate so WORKS DESIGN Iff 9/15/83 232 DEPARTMcN ? Rebar Placement ! q NOTE= Design D curb & gutter to be formed into a B618 type arb at cafchbasin castings Design 0 curh & qutfer ? Top of curb ?e _ • • _-? . ,? ..._?: .•.; : : ' ? '. ;- o : -....,r _.. ., . ? :e----Y?'.i.?;.- ::• No.4 re6ars Expansion Joint Desiyn gu4ter Neenah frvme & cover or equai. line grada R-3067 with Type OL grate SECTION A-A city of eagan DES. D CScG approved: standard ?'uB?.I?: CUNSTRUCTION AT p?ate ? woRKs CATCH BASIN 9/15/83 DE PARTMEPV Design D conc curb & yuTTer PERS PECTIVE oL ALL 'XNAUST REGISTiFR J. DAKjPgR FdR YOL Co%/7RO4- 5Lz,E5 qs SNovYN oN iPL-AN a Fo?t gr o exu. r4E5H SG1Zgr-N W.T. 5 TYPICAL EXHAUST ??TAIL ELECTRICAL 1. Motor M36 and Associated disconnect switch and control panel sha11 be relocated from room #210 (drawing E4) to northeast corner of room #144 (draring E5). Connect 1/211-6A12 to spare 20 RMP, 3 pole circuit breakers in panelboard #LP3, circuits 62, 64, 66 and 68, 70, 72. 2. Motor M38 and associated disconnect switch and controller to be relocated from room #130 to room #124 (drawing E4). Remote pushbutton station to remain in room 130. 3. Include the attached detail for electric heat in room 200A. This detail to become part of drawing E4. This revision shall include the following: A. Circuiting as shown on detail. 8. Type "A" pedestal heater sha11 be a 28" long section, at 208 volt, single phase with 564 watts per foot (1125 watts per section). Botton air intake, top a1r discharge neutral grey baked enamel front finish and bronze brown bar grille discharge louver. Provide complete with pedestal legs, end caps and integral thermostat control as shown on detat). Chromalox Cat #DPH07A-2564. C. Type "B". Same as type "A" except, 36" long (1690 watts per sectlon) Chromalox Cat ADPH07A-3564. D. Provide four 30 AMP 2 pole circuit breakers irt place of 1 pole spares and spaces shown on drawtng E6 for panelboard LP4. Revise circuit numbers 26, 28, 30, 32, 34. 36, 38, and 40 accordTngly. 4. Drawing E5 A. Add the followtng phrase to electrical plan notes for E5, note #10. "Install wa11 mounted loop control panel. Verify conduit routing and control wiring installation with vendor." B. Add the following phrase to electricai plan notes for E4, Note #18. "Provide flush mounted 120 volt buzzer. Edwards Cat N340 ANS. Connect to ctrcuit #14, panel LP2." C. Add the following phrase to electrical plan notes for E4, Note #20. "Provide flush mounted pushbutton with 120 contacts. Edwards Cat ;¢#850 (pushbutton) ani #149 - 1 (coverplate). 5. Add the following for 2 way radio system. A. 21-0" x 20-0" x 41-0" high plywood backboard on north wall in room #210 for radio control transmitter. (Verify location with architect). B. Provide 111 empty conduit thru roof above room #210. Conduit to extend 24t' above roof surface and 12" below ceiling deck. Coordinate sleeve location with anten7a mask provided by general contractor. Seal opening and cap conduit. C. Provide 21' empty conduit from radio control transmitter to ceiling a1r plenum in room 112. D. Provlde 3/4" empty conduit from radio transmitter to ceiling deck in room #128, E. Add a duplex receptacle and associate power on a dedicated 20 AMP, 120 volt circuit from panelboard LP4, circuit #26 (use spare breaker position), 6. Add the following general note to drawings E2 and E4: "A11 wiring located in the first I8" above finished floor in rooms #130 and #131 shall meet wiring requirements for a class I division II area. A11 wiring above 18" shall be considered nonclassified. y F--ZNTEGRAL Tur-RMpsTAT (/A N?qTElz ?"Y?• SrF ADDENDUM \ l I A ? A ? \ A gqi.3?° f I J / J / 138?¢p ^ 3 A ? Q- ? /a 34t36?38?40 \\ fs -4#S e D?TAi? FOEZ ?L??T1z?C ?I?aT !?t ?OpM 20o A Fo,e r?+rs GnGr?P, TYP/G?L ? #f IT?M # 3 FDi2 TYP?CAL. ? y A ? A ? 26?,3b132 1 A ? . LIST OF PLAN HOLDERS FOR ERGAN MAINTENANCE GARAGE FACILITY M.A. Mortenson Co. Dells Construction Co. 700 Meadow Lane RR 1I1 Box 78 Minneapolis, MN 55440 Le Sueur, MN 56058 522-2100 Shaw Lundquist Associates, Inc. Horwitz, Inc. 2805 Dodd Road 5000 No. County Rd 18 St. Pau1, MN 55121 Minneapolis, MN 55428 PCL Construction Wenzel Mechanical 608 2nd Ave S. 3600 Kennebee Drive Minneapolis, MN 55402 Eagan, MN 55122 452-1565 Streitz Heating 8 Cooling Acton Construction Co. P.O. Box 128 P.O. Box 394 Dundas, MN 55019 Hugo, MN 55038 Merrimac Construction Co. C.O. Field Co. 1409 - 159th Ave NE 2940 Harriet Ave South Anoka, MN 55304 Minneapolis, MN 55408 H911te Electric Kirckof Mechantcal Inc. 3600 Kennebec Drive 236 North Railway Eagan, MN 55122-1096 Dundas, MN 55019 Maertens - Brenny Const. Co. Trucker Construction Co. 2531 Marshall St. NE 10640 Lyndale Avs S. Minneapolis, MN 55418 Minneapolis, MN 55420 James Steele Construction United Sheet Metal 1410 Sylvan Street 520 Front Ave St. Paul, MN 55117 St. Paul, MN 55117 ABJ Enterprises Loeffel Engstrand 250 PraTrie Center Drive 1040 South 6th Street P.O. Box 444060 Hopkins, MN 55343 Eden Prairie, MN 935-0141 General Sheet Metal Min-Kota Sates, Inc. 2330 LouisTana Ave 3328 - lSlst St. W. Minneapolis, MN 55427 Rosemount, MN 55068 544-8747 423-1437 Knutson Constructlon Co. Watson Forsberg 5341 E. River Road Suite 101 252 South P1aza Building Minneapolls, MN 55421 Mlnneapolis, MN 55416 572-5757 544-7761 Gorham Oien Mechanical Met Con Construction 841 E. Forest 3107 Industrial Drive Mora, MN 55051 Farfbault, MN 55021 6lanton Construction Co. So Con Construction Inc. 4001 - 15th Ave South 9901 Xylite St. NE Minneapolis, MN Minneapolis, MN 55434 / D ' C7 /600-0/0 ',?$ oF 3795 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8700 November 17, 1983 BEA BlOM9U151 Maya THOMASEGAN JAMES A. SMITH JERRY LHOMA$ THEODORE WACHTER Councd Members THOMAS HEDGES Clfy PdTIlYShOtIX MRS DON I SANDBURG EuGErvE vAN ovEaeEKE CORRESPONDING SECRETARY/GERMAN SHORTHAIRED POINTER CLUB OF COvcI?k MINNESOTA INC. 1560 YANKEE DOODLE RD EAGAN MN 55121 Re: Request for use of City parking facilities - December 4, 1983 On November 15th, the City Council formally considered and approv- ed your written rea,uest for the use of the City parking lot at the Public.Works Maintenance.buildi-ng?and Coachman Road south of Yankee Doodle Road for parking on Sunday, December 4, 1983 while your club holds its monthly informal field trial on Dr. Lyle Hayes' property adjacent to City property. However, this approval is conditioned upon favorable weather con- ditions. If, on that date, there is a snow emergency declared, the City will need the parking lot for the personnel necessary to perform our.snow removal operations. In addition, parking would have to be restricted to one side of Coachman Road to allow adequate access for our large pieces of snow removal equipment to and from the maintenance facilities. Therefore, please feel free to use these facilities for your field trials, but please exercise the proper discretion in evaluating the weather conditions as proper advance notice to your attention will not be able to be performed. Your cooperation in respect to this one condition will be greatly appreciated and will allow the City to perform its snow removal oper- ations to the level of service expected by the citizens of Eagan. The City Council and staff would like to wish you success in your field trials on that date. Sincere fl--?--^--^-?' omas A. Colbert, P.E. Director of Public Works TAC/jach cc - Bill Branch, Superintendent of Streets/Equipment THE LONE OAK TREE. THE SYMBOL OF STRENGTH AND GROWiH IN OUR COMMUNIN Li, ? 1i, Sec}ix 14 MEMO TO: ARNIE ERHART, SUPERINTENDENT OF STREEfS & EQUIPMENT FROM: JOE MERCHAK, CONSTRUCTION ANALYST DA1'E: MAY 30, 1991 SUBJECf: ADDTfION TO THE SALT S1'ORAGE BUII.DING We have received and reviewed the required plans and specifications for the above- referenced project. You may notify the builder that the building permit is now ready for issuance. A job-site inspection revealed that the contractor has chosen to provide a built-up column in lieu of the 8 x 8 column shown on the structural construction drawing. I have attached, for your information, a copy of the engineer's report specifyic?g how the laminated column is to be constructed. I ca]1 your attention to a discrepancy we have noticed: the project specifications require the colutnns to have a preservative treatment retention of .61b/cu ft, but the contractor has used .4 treated 2 x 8's for some of the column laminations. While this substitution may not immediately affect the building, one wuld reasonably expect the lesser .4 treated wood to have a shorter useable life span than the .6 treated wood. As the City's manager for this project, acceptance of this substitution would be contingent upon your approval. r C ? onstruction Analyst Attachment JM/mg cc: Doug Reid, Chief Buflding Official ** 200'39tld 10101 ** ? 8ay 29, 1991 DUNHAM A550CIATES llr. Kons Sadownikow Yest Bend/American Building Systams 2334 Stonebridge C1rele ?? NQSt Bend, Itistonsln 63095 Re: Comm. No. 04-91061 Column [nvestlgation Salt Storage Buildtng C1ty of Eayan +UMX""AL Eagan, f9i 55122 Oear Mr. 5adowntkoW: I tirent to the building site on Tbursday May 23, 1991, W look at the building' colucros. The cotuems had been built using a 6 x 8 post rith a 2 x 8 glued and parallehe to the ^ width 7;1/41 the and 6 x 8 and ald 2hx 8 irespeetively x ara post. The built-up column represents onty 92% of the strength of the 8 x 8 coTamn shown on the drawings. I t,ontacted Mr. Bruce Barrett and Mr. George lhderhill h was ls Underhill osaid the e full 9 value of e the 8 8 x colmn 8 coumn r ? ted Gaorge Storage adequaLe required. Adding a second 2 x B to the opposite stde of the 6 x 8 post will eaake the built-up column equivatent in strength to the S x 9 column shoxn on the drawings. 6eor9e Underhill satd he would not object to Lhfs bu11t-up co7umn consisting of a 6 x 8 post with a 2 x 8 nailed to eaeh side. The gradQ of lunber, preservativa treatment and moisture content should be as noted in the construction specifications for the project. The 2 x 8 should be continuous tt sfiould be 1 tight d Lo M the n top ?of the om fo of the p coltene um ThQ added r2e x S Underhill ? the base foottny but no addltional attachnent to the footing 1s required. Attachment of the 2 x 8 to the 6 x 8 should be with construction adhesive and 20d galvanized ring shank nai7s at 8' on center 1-1/2" from each adge of the 2x8. SAou1d you have furth4r questions or require additionat services, please do net hesiLate to Cill. S1nCarely, pUNHAM ASSOCIATES, INC. ??W104_"? Donald loukusa, P.E. Dl:mk ce: Nr. Joe Nerd+ak - City of Eagan Mr. 6eorye Underhill - 1Wvanced 5torage Technology nn e.ana Amue soodh 6 wmum"k MN ssm 4 lstn eesieao ,. F?x (s= 7wusa Z00'3?Fid 0NI-S31FiI30SS1;1-WtlHNf1Q WOTJd ZE!EI 16. 62 1.tlW L I? 1,? 2 k, S r7-T7 u..J / 6 UNDERHILL CONSULTING ENGINEER, P.C. 4043 Maple Road, Suite 112 Amherst, New York 14226 June 13. 1991 Hr. Kons Sadownikaw West Bend/American Building Systems 2334 Stonebridge Circle West Bend, Wisconsin 53095 RE: City oP Eagan, Salt Storage 8uilding Dear Mr. Sadownikow: 716-833-8782 ??'#?9?yr This letter is to quslify statements made in Mr. Donald Loukusa's letter to you dated May 29. 1991. In my phone conversation with Mr. Loukusa, we discussed theoretical solutions that pertained to the issues of the columns Por the Eagan salt storage building. Please be advised that since a site visit has not 6een requested so 1 could inspect materiais and quality ot constructian, I will not certify or accept any responsibility for work that is done and deviates from the stamped plans. That responsibility lies with you, the contractor, and Mr. Loukusa as the certifying engineer for the alternate design. Please feel free to call this office if you have any questions. Sincerely, UNDERH I LL CUirStILT 1 Y3G EPiG 1 NEE:R, r'. C. George R. Underhill, PE cc: Mr. Joe Merchak, City of Eagan Mr. Donald Loukusa, PE ! 6lf 3 46T / Si-ouC Z e, 5Ez77wJ 16. CODE INVESTIGATION FORM PROJECT ?O LOCATION C?OPCN4'Y140 . COMMISSION NUMBER E3?.'??CXQ+ DATE 1. APPLICABLE CODES: ? BUILDING CODE: UNIFORM BUILDING CODE, $5 EDITIUN MECNANICAI. CODE: N'1f`? EDITION PLUMBING CODE: ' , SS EDITION ELECTRICAI COOE: NP*'T S-LZGT ?-«?"L . ?? EDITION FIRE PREVENTION CODE: V?'Yi , SS EDITION ENERGY CONSERVATION CODE: 1li IJ , EDITION ' HANDICAP fACILITIES CODE: m I14'0, EDITION YERTICAL TRANSPORTATION CODE: M N , EDITION ? STATE BUILDING COOE: EDITION AMENOMENTS TO ABOVE: , DATE: DATE: _ O.S.H.A. OTHERS: EDITION EOITION 2. FIRE ZONE - FIRE ZOh1E RESTRICTIONS (IF ANY) BI / 3. OCCUPqNCY GROUP !&V IA4 U.B.C. SECTION ,C-,ec,70 GeL '10I MIXED OCCUPANCY RESTRICTIONS USE DESCRIPTION/GROUP OFFIc ? ?2 I USE DESCRIPTION/GROUP vf3k?C.. YV114pr ' Nr ¢ I RE4UIRED SEPARATION (HRS.) j ? Rr-t I OPENING PROTECTION (HRS.) ? I ?'? ISL?SO?vC?? ? ? ? 4. LOCATIDN ON PROPERTY: ' FIRE RESISTANCE OF EXTERIOR WALLS 5 2- DKr- N?- 20 r-. f+4 - ??= L 2c300, ; ZN2.<?t---/ >SFT <20 OPENINGS IN EXTERIOR WALLS flltrSEqU <•10 EXCEPTIONS (IF ANY) Va,l?n c St*rr S31 l'L oa 0 5. FLDOR AREA: g2" I21000 IwaQ BASIC ALLOWABLE FLOOR AREA (TABLE 5-C) H 4. -1 ,SOU l1,200 S.F. q¢Jn ? cln BUILDINGS IN FIRE ZONE 3, ADD 33-1/3% (SEC7ION 505 (a)) SUBTOTAL SEPARATION ON 4- SIDES, AD0 jOO X OF SUBTOTAL ABOVE (SECTION 506(a)) SUBTOTAL + S.F. S.F. (?, % l2i000 I Z?ooo + ?SoQ S.F. (3) ?OOU P,2 2q-;ooo S.F. COMPLETE FIRE-EXTINGUISHIN6 SYSTEM gl 4Fi,flod THROUGHOUT, ADD ? TIMES SUBTOTAL ABOVE 6-2-? 24"00a ??ooo (SECTION 506(c)) + S.F. SUBTDTAL (M,4X. AREA ON EACH fL00R) 144-, 45poo S.F. l s-af ? excg?S UNUm tren BUILDINGS OVER OKE STORY, DOUBLE SUBTOTAL ABOVE FOR TOTAL BUILDING AREA . (SECTION 505 (b), (c)) S.F. AREA SEPARATION WALL REQUIREMENTS ' Pfn'lA- 6. HEI6HT AND NUMBER OF STORIES: R2 2 62 SSF-i- MAXIMUM HEIGHT: ?4 ¢ x;r, r2b FEE7, AND N4' / STORIES. 7. TYPE OF CONSTRUCTION FIRE RESISTIVE REQUIREMENTS (AND EXCEPTIONS, IF ANY): EXTERIOR BEARING WALLS Nam.-US'F1qIe INTERIOR BEARING WALLS '? • ?' EXTERIOR NONBEARING WALLS STRUCTURAL FRAME ?crv? Cov,.? IoJ w.,'?1f,bIE PERMANENT PARTITIONS << '? • SHAFT ENCL05URES FLOORS R OOF S ) Ur,c?h.c! C EX?ERIOR DOORS AND WINDOWS FIRE RESISTIVE SUBSTITUTION (IF APPLICABLE) 8. OCCUPANT'10A0: 2u0 ,Qi?avL?+rig / SQUARE FEET PER-OCCUPANT = I60 S.F. O OCCUPANT LOAD BASED ON SQUARE FOOTAGE: P? 2 LEVEL 5 3 S.F. -/DO S.F./OCCUPANT = /?, 2 LEVEL :4cl '7!2 S.F. -/0O S.F,/OCCUPANT = ?o 1-f"¢ LEVEL 45014'Q. S.F. -'ZQd S.F./OCCUPANT = 3O $/ LEVEL a VI2. S.F. -'?40 S.F./OCCUPANT = LFVFL S.F. - S.F./OCCUPANT = IEYEL S.F. - S.F./OCCUPANT = TOTAL NUMBER OF OCCUPANTS = 32.7 9. EXIT REQUIREMENTS: NUMBER OF REQUIRED EX?TS: EXITING IS ON LEVEL 100% OF OCCUPANT LOAD = 2 7 7 FIRST ADJACENT STORIES 54 OF OCCUPANT LOAO = (ABOVE ANO BELOW) 50% OF OCCUPANT LOAO = NEXT AOJACENT STORIES 25% OF OCCUPANT LOAD = (ABOVE AND BELOW) 25% OF OCCUPANT LOAD = TOTAL = ? 9. EXIT REQUIREMENTS, CONTINUED: NUMBER OF EXITS REQUIRED ' WIDTH OF REQUIRED EXITS (USE TOTAL OCCUPANTS AT BOTTOM OF PREVIOl1S PAGE): /I 3 7i-7 OCCUPANTS = 50 = ??,cJ7'" LINEAL FEET MAXIMUM.OISTRNCE TO EXTERIQR EXIT = 20 D FEET 10. 07HER REQUI?REMENTS: ??M i'TAMW"t^Ikresx s .5 P/o c r? . o c LoP/x? 0T-; c4.. ?' f32 I 4 s'72 2-°0 -73 o cc.. J,fnAA V& ?F4 Sq42 200 30 au,. V. Sior. gI ?7PJ?2Z2, . Z300 (q0 tlGL. ? G-, Ur; rnnQa L,F.J, ID-F. Shouied`s Sa*-J. S? ti1G- -13 ecc- 0 4?'; cL 4 9- 1 - q o 6 ue.?/v?hse. . 5 Gl I ? l(3bCC d 'f?ic¢, AI f caQ..c , vsir?a &Ql' or«vn.,vA; tio 064'cQ 04;e 2! _ _1 PaIr -Rna r R EMARKS : E?(J W i ct-ffA P I^01/? ?.R„pL' OeL4 r-I'" i MAIN +?v?+CAS' 17.Q?1 ?, TL-1 - I c?9. 8.3`x 51,33 67-_ ---------- - - - - -- i ?`_ -- -- -- --- - ' 4-" ?-? °--?3?-------- - ---- - -- zs x 54 = ? ?s? CytLr?-- - -- ------- ?t3 K !Vr 4: ?I?bt? ----- - - --- t ?" - - - - 1 Zo, 4- -- 5L49 I -- _ --------1-8_y_q , 5 u- - - - I (o oi6ao oro ZB Multi-Year Energy Consumption Analysis April 5, 1991 Organization Name: Eagan, City Of Organization ID: Building Name : Pub Works Garage Building ID . ------------------------------------------------------------------------- Energy Use Data • Normal Heating Degree Days: 8114 Reported Weather Fuel Elec Total Fuel Elec Total Year Sqft Factor MMbtu MMbtu MMbtu Cost Cost Cost 83-84 37760 0.978 1865 198 2063 10047 4667 14714 84-85 37760 1.080 1898 189 2087 9982 4344 14326 85-86 37760 0.974 2339 223 2562 11125 5116 16241 86-87 87-88 37760 1.086 2115 652 2767 9389 14786 24175 88-89 37760 1.037 2415 738 3153 9933 16093 26026 89-90 ---- 37760 - 1.092 1945 760 2705 8108 16488 24596 --- -------- ----------- ------- -------- ------ ---------------- ----- MBtu per ---------- SqFt ----- State Your C hange From Normal ized Energy Usage Bu ilding Average Usage First Year Mbtu ------ per Square ----------- Foot ------ Year ----- Type ---- (S) ------ (X) - --- Usage ---------- 110 - - - --- - S S 83-84 GAR 106.15 53.55 84-85 GAR 106.34 59.29 +10.72qo S S 85-86 GAR 96.80 66.24 +23.70Yo 5 S S 86-87 GAR 90.14 X 87-88 GAR 92.91 78.10 +45.85% X X 88-89 GAR 96.10 85.87 +60.36Y 89-90 GAR 87.89 76.38 +42.64qo X 50 -- X x __ -------------------- I I I I I 1 1 83 84 85 86 87 88 89 84 85 86 87 88 89 90 1316 County : Dakota 1316003 Current Building Type: GAR -------------------------------------------------- I Projected Annual Costs at 1983-1984 Consumption Levels ---- Fuel --- ---- Elec --- --- Total --- Proj. Saved Proj. Saved Proj. Saved 8882 -1100 4551 207 13433 -893 8907 -2218 4542 -574 13449 -2792 7456 -1933 4490 -10296 11946 -12229 7234 -2699 4318 -11775 11552 -14474 6963 -1145 4296 -12192 11258 -13338 -------------------------------------------------- -- $/SqFt -- , Your State Cost Average (X) (S) Cost per Square Foot ------------ ----------------------- 0.39 0.79 S -- 0.83 0.38 0.82 S 0.43 0.70 S X 0.59 0.64 0.61 S S S 0.69 0.62 S 0.65 0.61 X X X ---- - - - - --- ------------ ? ? ? ? I 1 1 83 84 85 86 87 88 89 84 85 86 87 88 89 90 -- 0.38 ? ; ? ? ? °? ?. l? lc ?,? -? • v? I l ? Y e v ' _: t ? ? • ils, - ,,, ? , , , ? I ? ? u ? ? i 3 d AL I ? fj ?' ?'? ? ati` cJ vvi?; ? PL* v` b vi ? ? ; pi'n'? ?ew?o . ?'.-?. ? ' ?« ?? Vv , `- • ? i ??I.. y ? 1- ?` ? • n vie oe 'Cov tne u 6c- ? , OL ?17 l?IU t ? ? ??l e, i?? ? ? . 71 ?. b oli? : h ? .? ? ? ? ? ? L'?> . 1? 9V L-1JJVl.ltA 1 LJ •ncm?cc?uuE?iac.rtcwr.c?mrcnonoESt;rv?v.ct nurtar.c 'j06 fuN Slr[!1 Na1111 MmrYepOM / M?xy?W I55?0? I Elj?l]YJ15S ro C6, g:?? ?PSbT t2lv?. ? ?L WE ARE SENDING YOU >(Attached ? Under separate cover ? Shop drawings ? Copy of letter following items: ? Prints \??Plans ? Samples ? Specifications ? Change order COPIES OATE NO. DESCR7PTION 2- ' - 3 L <`tJ(' • F THESE ARE TRANSMITTED as checked below: AA orapproval or your use s requested ? Approved as su6mitted ? Approved as noted ? Returned for corrections ? For review and comment ? O FOR BIDS DUE REMAR ID-OI4,bO-Oib-2t'S MTE JOB NO.•0??, ? ? ATTENTION..fA(K pE: • ' • i„ `? ?? ? c ? ? ? Resubmit copies for approval ? SubmR_copies for distribution ? Retum_corrected priMs 19 ? PRINTS REfURNED AFTER LOAN TO US ? JI] A u C/1%? _[tr??,?? er:I-AA r- ?Ie^_ l I1< rvt c?.rvi D/ i:-,M4.nn r ?N61 ? Is. ?Ym 01471 SIGNED: H aacbtuns an mf as notsd, klndly ,rofily us at enn. COPY TO MOTOR AND EQUIPMENT SCHEDULE ?*****?*****??*?**************??*?********??***t?******t?********?***********??******?****** MTR DESCRIPTION AND MECH. N.P. - KW VOLT PHASE RM. NOTES NO EQUIPMENT N0. IF USED LpC, M25 Exhaust Fan - 3 ? EF#144 1 M26 UNIT HEATER - SEE UH 144 NOTE M27 UNIT HEATER - SEE UH $143 NOTE M28 MAKE UP AIR UNIT MAU #143 M29 UNIT HEATER SEE UH 1438 NOTE Y?. M30 Eeleted ............._ M31 INFRARED HEATING 3/4 . VACUUM PUMP - M32 I peleted M33 INFRARED HEATING VACUlJM PUMP M34 O.H. DOOR OPERATOR M35 O.H. DOOR OPERATOR M36 AIR COMPRESSOR 208 3 120 1 120 1 208 3 120 1 w- 120 1 144 2,3 144 1 143 1 143 3 143 1 I 131 3/4 120 1 143 1/2 120 1 131 1/2 120 1 117 2 @ 208 3 210 5HPEA 7 C---- -- FUEL ANO ELECTRIC CONSUMPTION REPORT: FY 19._84L- TO 1985 . Complete one form lorea[h bwfdinp A BUILOING NAME NAME OF ORGANIZATION DATE PLiblic works Gara e(1316003) Cit of Ea an BUILDiNG ADDRESS ADORE55 3501 Coachman Road 3830 Pilot Knob Road CITY COUNTY ZIP COOE CITY COUNTV ZIV CDOE Ea an Dakota 55122 Eagan Dakota 55122 = FLOOR AREA IN SQUAPE FEET CONTACT PERSON TEIEPHONE g 4 11,575 s. f[. Jon Hohenstein 454-8100 ? FQ HEA7E? ANEA - Sa fT. 0 COOLEO AFIEA - SQ FT. gU11,01NG USE CODE ISEE TABIE 1 OTHER SIDEI mo 11,575 s. ft. 1,654 s.ft. C1 - Maintenance Garage Inalrucbons. Cpm0je4 Inia 3KIiOn ol ly« canwmDUOn p acCUraIMY aa pOSLDIe. InOKa1O IM I? IYDh uN0 OY tM iWl C04 is Lllw TM IuN . COG nympN pyCnpy IM IuN trM iM tM umlf ol meafwe EIettrICIIY. 4wn ..... . 0 No. 6 fuel oll. 9allonf ...... ..... ................3{ .........................1 Natural9n,tMrmf .........• . . •• • • . •• . • . . • • • • 31 MlrO C04I, tOnl ................................ 01 . • Natura191t GGF .... Sa/t C041. tOnf .. ' ................................ <j .........................12 . . Nahnl9u. MCI ...............................3] ?cr«oc stram. M:bs............................ 11 Salar.hour/ ...................................33 Natural9u.CI ....... ....24 ................... . . . . . 73 wina.¦.,n.................................... 5a Aooan? IIPCI. 9allons . . . . . . . . . . . . . . . . . . . . . No. 2 fuel oll. 9allant . . . . . . . . . . . . . . .. . . . . . . . . . JI WoaC CnlDf. [onl .... .... ................ .......56 .. DaI n1 NIs. lO . . . ... ... ... ... ...... . . . . . . ... 37 No. { hal oll. 9allOns . . . . . . . . . .. . . •... •..• ••....32 nOOC WaoO O r10u ?tf. n ? ta No. 5 fuel o11. 9allont . . . . . . . .. .•.•....•••••• ..............SO ... . .. .. . . . ... ..73 watu wooe. tom .... .........................59 OtnH (MBTU) ............................. ..SS II 016 fud uaC tomp untler tho hosEinq o/ OTHEN. ennr tM coN numpsr 55 anC fpmify cM tuel ry0a For rM uniH of inepun mnvert the umn a> >1iown9a 4om cng euoah.r to MBTU wmq tne convanion fxron a lirtad In the Maa4Autlf Manwl or o2hw enqm"ring nfehnce ttat Entw [n ft e or," papKiLn oF aach fwl tvW fa the builClnp. Enwr the Year the Oaq h Ginq tomobted fpr. Entsr the monNlY auanntio umd il rt n mt 0 M , qure , ind e tOft comfDOndinq wqh wM Quantiry unA. ONarwiy mtw the PurcMNd puantitiw and costL If mon than two fuelf aro uwA make the aEtl n ti l f i a a copuf o thif IOm+. PFIMARV UNIT QF MEASUAE SECONOARV UNIt OF MEASURE FUEL TVPE Nat. Ga CCF fUEL TVPE N/A PRIMAqy FUELCODE STORAGE UPACITY SECCNOARY STpMGE CAVAGITY 22 FUELCODE omn rew ?anbt UfeO Cost uamW UfaO p ,uir 1984 121 $ 70. 78 •wust is 84 115 67.38 seol«^o.r 1984 144 83.57 aioar +9$4 329 185.14 "o°°"'DM 1984 1 , 746 963 .18 oscn*ow 1984 2,944 1,620.96 Januw 19$5 4,418 2,379.12 Feprwry 1985 4,538 2,426.80 M.,c" ie85 2,397 1,283.97 Al 19$5 1,271 682.93 Mw 1985 262 141.83 Juns 19$5 141 76.19 r..,rom FY 84-85 18,426 $9,981.85 3501 Coachman C Instruc[ionc ComPlotg t for. U" the y1nO rtqntM Ms mboe on slKtnbl COnfUmDUOn at atCUratNV iI po 8np YYI lor IhH fKtiOf1 mbl0. Entn the YMr that the Aat1 ig pyiny CompiKp kJOwatFhq1n EntN the a1 vNrf u1W in tll* fuN consum tatal 810CVic bdl for QKh montn. II the EudAmq haf a tle Obon Ncuan. Ent1/ the IIKt mantl metsr mf M nGI Inar9Y COnwmap in eecn montn. Enar tnr po wv tKtor 81w. -f n u inUuaaa m Ne uu1qY mnuinq, , N ? m?aim . um kJOwat C?mana for Monlll Yaaf EnsrOY MORImW11 KdowalFMOUr1 pwyq Kibwm1s Poysw FKIa COft (f) , l u y 1984 n 4280 $358.24 upuat 1984 . S 5360 450.45 eOlamDer 1984 o 3280 271.63 omo., 1984 3680 276.93 NowmOV 1984 4320 W 341.13 comOM 1984 57 422.22 January 19 8 $ 6320 F 472.79 eDruary fy 85 5320 M 404.26 arCh 19 $5 - 4680 a 358.29 oril +s 85 4720 360.18 = Mav i9 85 4080 it 343.11 a? juns 1e 85 ?w W z r 3640 284.69 3 evro„i 84-85 ? 55 440 $4,343.92 D TABLE 1 ' ASSEMBLV BUiLDINGS A1 . Armory A2 AuCironum A3 Cohssumi5tamum Aa FiNtlhavse/Gym AS lectura Nan W H ? C9 2 O ? ? m I EDUCATION BUILDINGS , 61 • Colle" 82 • Univeruty 83 • Mit, Ede. 81dg. ' GARAGE BUiLDINGS Ct Maintenana Ganpe C2 . Parkinq Garap, NOSVITqLg Ol - NoaOrtal BlO9 D2 - NosOrtal/Nurung ? Mpme Complf• PUBLIC CAFE BUILDINGS E1 Cbroc E7 Ma(fical Olhn BIOq, E3 MiSc. Medic. Bltlq, E4 - Nurfing Home OFFICE BUIIDINGS FI - 01NCe Bwldiny MANUFACTURING BUILDINGS G1 - Mxn,n, Slap G2 • WarMOUY PUBLIC BUILOINGS M1 - CitY NM11 F12 - CoUrtnouM H; . Fve Scatwn NI . Jiil MS ? L.brary H6 - Pohte SUUOn RESIOENTIAL BUILDINGS 11 APi/tmonL 81tlg. .12 Oarmrtory 13 Mnc, qa,tlan. Bldq. OTHEN BUILOINGS J1 Liauor Store J2 - PumPnaur J3 S~hqe Tnstmant/Oispwtl Glant J4 WaLr 7qatmaM iynt J5 Lih Sution J8 • Warming Mpyy A Park Retnatwn j8 • Mutwm J9 - PuDlk Unlitv Jla MilCeIq11e0Ys MAOL COMPLETED FORM 7p ?M[q i r I ...... :0. i '•i . nu,.. J EN 0007802L IniR4 Minnswu Oewrtmeni ol Enagy antl Eronomic Devtlopman[ Energy Fina,ceOiv,,on 900 AmanWn Center BudGinq 150 E. Kelloqg 800evarC St. Paul. MN 55101 6 121 :9! dl07 j? ?(7 O?COf>.? C?fO _2PJ_ _ fUEL AND ELECTRIC CONSUMPTION REPORT: FY 19-8.4L. TO 193j-. Complete one lorm lor each bwfding A 6UILOING NAME NAME OF OqGANIZAT10N OATE Weter Trea[ment Plan (1985 * Cit of Ea an BUILDING ADDRESS AODRE55 3419 Coachman Road 3830 Pilot Knob Road CITV COUNTY ZIP COOE CITV COUNTV ZIV COOE Eagan Dakota I 55122 Ea an Dakota 55122 = FLOOR AREA IN SQUAHE FEET CONTACT PERSON TELEPh70NE p 17,890 s. ft. Jon Hohenstein 454-8100 j` MEATED AHEA - Sa fT. A COOLED AREA - SQ FT, BUILDiNG USE CODE ISEE TABLE 1 OTHER SIDEI mo 17 890 17,890 s. ft. ',* J4 - Water Treatment Plant *a o 0 inevucna+c Camolrn mie s.cnm af iuai conwmotson u accwauiy as poaama maicate m, Iu« ivvy uwa or tM luN coa as iiata ine fuN cOG numplf Gplcnpea IM tuo11YW LW IM unila of meaauq ElectrICItY. Mwn .. .. . . . . . . . . . .... . . . . . . . No. 61uH OII. 9allons ...........................]4 .. .....30 Mard Coal.fan\................................ fl Natural 9n. tnlrmf .. ........ ...................71 ................................ Salt Coal, tam 6= atula19a4 CCF ...............................33 . ufil9U. MCR .... . ..........................3J ?Cre.ee v[ram. M1b5............................ 31 Nit ural9+?. C¦ Soiar. nours ...................................52 Nat ................................34 WInE.kwn.................................... o0ane ll G1.aallonf ....................... ...3! Wooe <nlof.tonf............................... 56 NO. $ fuel all. 9allanf . ..... ... . ... .. . .. . . ....... JI wooa 0411041- tons .............................. S] No. 4 fue1 a11.9allonf ...........................J2 WooO br14uaH. tons S/ ............................ o. uo1o11.0allonf ...........................J3 Waste woo0.[ons ..............................39 Omer (MBTU) ................................5! II the fuN u»d com" under the haatlinq al OTHER, enter the coM numCer 55 snA fpeeify tM lurl ryDe. For the units of mspun comert Ns umn as 1nGU4tM Irom the fupplio ro MBTU mmq the convanion lacton as IirteA In the Maa4Audi Minual oi o2hn enginmrinq nhnnu text Entw the froq" uoxitiw of eKh rud tvW Iw the budElny Enpr the Year the Wu is 6Binq eompletsd /d. Entx tno montnlv auantitiu ueeC, if it it mlqurW, and the COS[ COMtpOOdinq with the GuMtiry uYE. OMeMnft, entM tM pufC11aNA ouemitlw and caaa, If mon Nen two fuah ue umC mako the idtlrtioMl [opiM DI Nif IpfT. PRIMARV UNIT OF MEASURE SECONDARV UNIT OF MEASUNE FUEITYPE Nat G85 CCF FUEITVPE N A PRIMAflY STORAGE CAPI,CITY $ECONOARY STQqAGE CAPACITY FUElC00E ZZ FUELCODE OnN Y!Y uanlit VSW COSI ']Wmtrt V700 aI Jwr 1984 Aupust 1984 s.oi.mo« i9 84 aieo.. 1984 Novembw 1984 o«emo« 1984 J.nu.o 1985 FeOruary 1985 M.rcn t985 1,915 $1,026.69 ,o"l 1985 1,344 579.04 '""' 1985 243 131.87 ? Juns 19$5 221 116.87 ? i rewTOt.i FY 84-85 3,723 $1 854.47 3419 Coachman C instrucuom Camobee thn uction on elftmeal canfumDUOn for. Ufe tht wne mcnthf kdowatbnour& Entv thO af accuratNV Jt pmubia. Emo tna vwr th„ the tlau n p.inq compiKp antl vMr lor thn wcbon q w?q uwd m p1e luel cOnsumDbon fatmn. EntV fh? OIKtnul m?r tofal N 9Y conwmee ,n wnic biU tor gKh manN. II tne bwltlinq pas a tleman0 menr. Ontn tnt maaimum 4ilOrwtj tlemantl for eaeh mpnth. EntM the ppyyN Fgnof alw. d It U Inclutlatl in tnO uUlit m etvirg, Y . Mantn Ysar EnarOY ManmWn K,iowaa noura Oemarq Mibrnts PoM Fktp Co71(31 ,ulY 1984 .uou,t 1984 SsPtsmoar 1984 otrooer 1984 NovempN 1984 o.c?o« iy 84 January 19 $S FeOruary 13 85 Mutn 19 85 75 264 $ 6,706.37 ?0 9 85 151,680 10,699.04 Mav '9 $5 Jo 187 392 a= mna ?q 85 12 886.61 ?y 159,744 " Wou rear rouIF 84-85 13 209.48 ? 574,080:r 43 501.50 UI W H ? C7 2 O J ? m ASSEMBLy BUILDINGS A1 ArmOry 42 ' AoGqorwm A7 - ColifeumiSUtlwm A4 . Fieldhouse/Gvm A5 - lecture Mall EOUCATION BUILDINGS Bt - Colls" 82 Unrverury 87 MifC, Etlc. 81Cq. CARAGE BUILDINGS Cl Maintenanp GVaqe C2 - Varkmq Garap, NOSPITpLs D1 . Haypital 81dg. 02 - Hmpqal/NurtIng Hpms COmplo• taeLe t PUBUC CAFE BUILDINGS Et . Ciinrc E7 Metlial Olho Bldg, E7 M-lc. Med¢ Bltlq. E6 Nurfinq HOma OFFICE BUILDINGS F1 - ORic, Bwltlmq MANUFACTURING BUILDINGS Gt Mxnine Slqp G7 • Wannouw PUBUC BUILOINGS Ml . CrtY Ho11 M2 CourthouN H7 . Fvs Sution Ni • Jiil MS Library M6 • Pohcs Stuwn RESiDENTI4L BUILDWCS 11 . ADxtment Bltl¢ ?2 Dormqory 13 - Misc. Rautlen. Bldg. OTNEN BUIIDINGS J1 . liquDr StOrf J2 - Gymphouy J3 Sewaye Trastmant/Oispoul vlanc J4 . Waur Trnlmsnt %fint JS • L0h Sunon 16 • Wirminq Houp J7 • Park Rwr"tion . J8 - Muwm J9 - Vu61ic UbLty J10- MifplqnpY! * Includes Well No. 4 power s :EN0007802L i..y, 10'Ra MAiI COMVLE7ED FOFM TO Mionbou DeOartment ol Enerqy antl Etonomit Development Ene.qy Finance Oi?n.an 900 Amsnan Center Bwltlmq 150 E Kelloqq BoWevarO St. Paul, MN 55107 511, :')l 2101 o I ' GFNF:RAI.INFORMATION 13-9 CONTRACTOR'S MATERIAL & TEST CEFiTIFICATE fOR HBOVEGROUND PIPING VROCEDUNE Upen compbpq, 0/ work, inpaetlen aM tnn shsll W mW, by Me cenenctwl npnun4Nv+ mE wltnwwE Ey sn owmi m mrn1ntMiw. A1I M/1tU sholl M eonMW n1A rysam Im In Mfvla bfaN eontrKtarl paWnnN 11MIIV luH 1h} Job. _ A wrtitiab tMll W fi1pA out enE tlpnad by boM nprawnbtivw: Copln shdl b pnWntl ta spprovirp wMOritin, ownen pN eantnetor. 1t if unEmmotl tM ovma i rpnwntstivi s upnmW n in no wry Pnludia, anM NaIm spimt eontrecmr f0r lwlry nrqrisl. poor workmusmniP. or hilun m ComplY wNh MProvlnp fttlrorltY'1 rwluinmI or Ipcal ordinMas. VLANS llIIVMEfVT USED IS AVONOVED ND, E%VLAIN OEVIATIONS - '7r?' Tfi. !?171) - F-1 NO ? NO 'COFF ANO CI INSTRVCTIONS Fl NO AND CARE HND MAINTENqNCE CMARTS ZJ VES U NO LOC/1TION SUPPLIES BLDOS. OF 6YSTEM MAKE MODE YEAROF ORIFICE pVANTITY TEMPEHATVRE MANUFlICTURE IZE FATING BVPINKLEHB PIPECOnFORM5T0 STANDARD V-IYES ?NO ?IPE ANG FITTINGS CONfORM TO ? STANONAD 7XYES ? NO FITTINGS IF NO,E%GLAIN wLARM DEVICC MN(IMUMTI.£ 700PERATE iNROV(±H 7E67FIFE ALARM TYPE MqME L SEt? VAIVE ON FIOW M INOICATOR MqKE MOOF.L ERIA N MAKF. MODEL - BERIAI N. T ME WA TEN IARM TIM RIP ? W.ATER AIR TRIYFOINT qEACHEO * OoERATED THRUTEBT PqE55UNE PRESSURE NR Ri65URE 7g5rOUTLET PROYERLY ONY?IVE MIN. SEC, p51 P`+i Mlrv. SEC ?'ES NO OFEPATIN6 TBST Wunwc O.O.D. wim O.O.D. IF np, EzvLqln I •MEASUREDFRpMTIMEINSVECTOR'STESTVIVEISOPENED. (ovEn) !!A OaD) . VRINTED IN USA Contnctor'e Malerial A Tnt Cerfifi<ale for Aboveground Piping ? -As ? ? 0 UELUOF 6 IS THEHE AN ACCESEiOLE FACILITV iN EN IT Fpq TESTINU IF NO, E%GIAIN PNEACTION VALVES - cJyES ?NO OOF EACh1CIRCVITOfEP/1iE CIRCUIT IM%IMUMTMETO MAKE MODEL SIFERVI510NLO65AV1AM OFEMh tqgjcF4Z OPEa1tEAFIGYtG " VES NO YES NO MIN. SfC. • i NYi7(tO?TATIC: HyO?o?tetK e?iu ?h?li ba mWe ?e not Im? t??n i00 Ou 117.8 h?nl for [wo houH or 50 pn13.1 ban) a0ov? tl?Uc O?t a{e n??ceu ol 150 pn (102 ban) for two ?oun. Ddh?Yntul drypip? vN?e elpW n e?all b? bk apm du?iF9 ?hi ro O??Hn[ ?Mnq. ' An w`av?yrowM P?Ping leekepe ??ell ?e itaPCntl .. ": • ?I F IN ' Flow ih? repuired r?u umd wnur i? clea?..s iAdicuatl by na co1l?Hwn ol loro?yn miledal m Curlyi hps n oull?tnuch r TESt OESGNIPTION j ??yd blpwoila, Flusn n Ilaw? rwt ?eu modaUL GPM f 15t? Uminl 10. ?+nch p?p 600 GPM (Y?71 1./mrnl ?or 5.rich pp?, f 50 GPM 12BJ9 ?/ i h i 785 / i tl 3000 6 100 GPM : ?n I 0 PM ( 7 f ' ? „ m n? or p pe, ? inc 0 ( 1 m nl r Bincl? p??q 50 8 L/mm? G 58 V?P? M 0? ? +?? GPM 17570 L/ i l l r 72i h V?M d M Il i i Wb W b ? m n o n< ip1. uce ?ap ow ra1n, o qm mss mom ev? . n suUP ?[ l V w?^?? Oio P p????qT?? Eu?lish ?0 pu ? 7 ber?) sir Pm?sum enA meamn tlw0 wNC? s?ell nat exceM 1'b Pu 10.1 Ev11 in 10 Noun. Teat ? prenu? at nerm?l water leval ?nd av p?esmrp a?M meatw? e?? prouure Orup whicl? ?hell no? laceeJ 1$ pti 10.1 ban? m]4 ?aun. HLLPInINONVDAOSTATIGAILYTESTEUAT P51 FOR' HflS. ?F?O,STATERF.ASON OnvvIPlNpGrvEJMATIGALLViESTEOFJ JA O YE$ [ ? NO _ ?- t- ? EpVlvnnENTOPEwnTESVXOPEHLV ?_-5JVES LJNO j TE8T5 ?w T?T _ SREADIM30FOAGELOI'1?1'EO EARWFTfR5LU1n..YTF.STPIVE: RESID?iA4PRE`SUREWITMVALVEINTESTpVEOCENWIOE TATICPqE55VNE: ?I':a-- - 47 - Undorprau:M mqir,a n-d Inr! in amnnciianf to v; :avm riwr? flusheA h?:o: c?:onr? ?cNnn mrla to iprittkler OiPi`q. vEqIFIEOpVLOVVOFfHCUFi,Y4tMY.?l,flSH JUTHEH Hx.GLAIN il FWSHEO BY INSTqLL6P OF UNOEft• ' r--? GROUNOSOqINNLERVIGIN6 LIYES?1_,.JNO I BL^W TtsTING NUMOEN USEO IOCATIONS . NUMBER REMOV EO OASKETS v . WEl.OEOPIO?NQ YES ?NO T. iF vES... DO VOU CERTIFV AS TME SPRINHIER CONTHACTOR lHqT WELDIN6 PROCEOURES COMPLV I ' WITHTfIEREQUi'tEMENT50FATLEA5TAW5010.9,LEVGLHR-] , C? ES ?NO ? WELDING DO VOV CERTIFV TMAT TMF WfLO1N0 WAS PEfiFOliM(.D AV WElOER3OUALII'IEO IN ? NO COMVLIANC[ WITN TME NEOUIPHMENTS Of AT L EAST Cw5 O10.9, LEVE4 AR-J VwE$ I 00 YOU CERTIFV THAT WELDING WAS CNNRIEDOUi IN COMPLIqNGE nITH A ' OOCUMENTED QVI4UTY CONTNOL PROCEOURE TO INSURE THAT NL4 CIlSCS FRE ItETRIEVEO, THqT pDENING5IN PIOING HRE SMOOTH, T11qt SLNG AYD?OtHER WELOINOqE510UEA0.ERlMOVED,ANDTHMTTI4EINTEHNqLDIAMETERSOF E yES OMO / OIPINO AN[ NOT PENET0.NTEO HVDRAUIIC NAMEP(.qTE VHOVI0E0 IF rvO, ExVLA14 OATA NAMEPIATE ? VES ?NO InaenvlRwnnqllCONTROLVNWE50P[N: ' XEMANKS J.1 . , _ L C P!' 13-10 tii'NINKI.I:fl SVS'PEM1 . SIGNATUPES Fon v}pCZnrr owNE TIiIE DNTE FO SP KLER CONTRACTOR 1 ED) TITLE ?°? OATE - -'-----=1 -- ??? NOOII'IOAnIERVLAHATION ONOTES V . . . } fb-nl (000 -ofo-zc?' Td"n::Ul'[0N OF FIVE LOV 9[DS OP T9:RTEEV pECEIVED PRUPOSAL FOR WdTER TRFAiMENT FAC[LI.Y EACA.V, YIN1iESOTA PRO.IECT 40. 378 FILE 90. +9270 BID 07EKIVG 10•30 4 Y C.D.S.T. FRIDAY, ri1Y 6, 1983 _ BOtiESTft00, RUSEtiE, ANDEftLIK 6 ASSOCIAT'e5, I?1C. Consul[Sng Engfneecs 2335 4es[ i:unk Htghvay 36 SAIN2 PACL, !t:NtiESOTA 55113 PRGPCSAL ITEM Dzscrip[lon 9ASE BID uanei[ UnSrs i hereby certlfy tRa[ thic Is an exac[ reproduccluq_aLblde :ecelved. Reg. Ko. 10523 _ {/YMdq_ I* Thomas E. 'ioyes. P.E: B4R931tJSSA 2. Ktil'TSON 3. LOEFFEL-ESGSi3ASD 4. PCL 1U85TaL'CTLUS 5. GHiDOR d$055, SSC. CONS.RJCiIJV CU. COHP.1\'Y L2D CC\$?AvC'iIJS Unit Tocal Cnie Toeat L'nie To[al Un(e To[al ?ni[ Tetal Wa[er [rea!aen[ plan[ co include ezcava[ion, hackfSlling, site grading, construct:on of buildings and struc[ures, plan[ zyuipoer.t, plumbing, hea^[ing, ventilatlon, air conditicning, elec[rical Wcrk, ron[rols and Lnstrwaeneation, process pjping, field piping, pain[ing, and xll oLher miscellaneous Stems coveced . ewi[fiin [he p'ans and specifications for the L(MP SE4 L.S. L.S. L.S.? 3,539,500.00 L.S. 3,597,000.00 L.S. 7,659,000.00 L.S. 3,674,J00.00 L.S. 3,796,UGO.UO ScED AND SOD CUAN:ITY VARIdTION Tn com;.ucing myiour bid, the folloving uni[ pri.es We:e used: Sezd v/Topsoil 6 Mu1ch Sod v/TOpsoil HZDDER :IO. 1 $ 2,200.00 /acre $ 4.00 /sq.yd ? BIDDER S0. 2 $ 1,500.00 /acre ? 1.25 isq.yd nrnncu vn. 't $ ti0 BID /acre $ N0 BID /sq.yd BIDDER Y0. 4 $ 1,000.00 /acre $ 1.70 /sq.yd BLDUER Y0. 5 j 900.-'0 /acre p 2.00 /sq.yd L[ is agreed Chat chese unit pzices shall he used fur any adAicinaal quan[i[Ses oi seed and snC requirel exceeding the estima[ed amoun[ scaced in Secc:on 02820 or used as a hasis for credi[Sng the Owne[ foc quantltles of seed oc sod less [han the estrmated amounc. B.45E HID EQI7IPPIENT SCPGCL'LE: - F.ach tidder shall comple[e the following basz bid eqn.poen[ schedule IadicatLng the one manufac wrer he will use iE awarded the con[.act. Oaly one manufac[urer Eor each item shall be indicated. Failure [o ccmple[e [his ltst or fatiare [o complv with [hese re^cLreven[s shall di>:ual::,? the bld. to o u'oo 010 zg ,. lS0 COMMERCIAL RISK SERVICES, - IC. 6550 VORK AVENUE SOUTH. Sl11TE 60p. MINNEAPOtJS. MN 55435 612-9208726 RATE^r 92D-RATE OUTSTA7E B?66BR MERLE M. HAPPEL, CPCU MANFGEF ,Ianuary 14, 1987 National Automatic Srpinkler Company ATTN: Derek L. Bernhagen 1920 Oakcrest Ave Suite 3 St. Paul, MN 55113 Eagan Maintenance Garage 3501 Coachman Road Eagan, MN Gentlemen: We have reviewed the submitted plane for the propoaed fire protection system at the above captioned locatioa. Based on the submitted information, it ap,^eare that thia fire protection system meets the requiremcnts of our rating schedule and, if thi.s fire protection,system is properly inetalled in accordance with these plana, fire inour.ance rate recognition will be received. This review is for the purpose of developing a fire ineurance rate. It is not for the purpose of making property loss prevention or life safety recommendatione, and none are made. Yours very truly. cL?°"-' ? ?l K. L. Akerman. Supervieor Survey Services NOTE: The Contractor's Test Certificrate for both the undergronnd and overhead piping must be furnished this office, if applicahle, along with full drain test, including etatic and residval pressure before rate credit for the aprinkler inatallation can be allowed. kla:amk A SUBSIDIARY OF INSURANCE SERVICES OFFICE, INC . HYDRAULIC DESIGN INFORMATION SH[ET NA1.tC: ?rcc.-?stl? f"1 FYINI LO(:ATION_•'-3501 GOALF-Fr/A-w? / BUILnING_,(?tLi?yTlDA.15 GONT fLtCT0F1 J.Qt? A1TUrMAT CALCIiLATED DY E12Ef4 L. AgXtJI_ COtJSTRUCTION: [] COMBUSTI[JLC- OC(:UPANCYKEP{4lfL ?V?l?ia'fE? NON-COA10U5 T I D L[ SHeF-T .1 ?F ° DATE SYSTEM N0. 1 CCNTRACT N0, - ORAPIING NO, I j 2 n F 2 CEILING HEIGHT .._FT. NFPA 13: ? LT. HAZ, NFPA 231 0 NPPA 231C c.7) ? OTFi[R (Specily)_ .__. V/i ? [j SPECIFIC RULING ORD. HAZ. GP. [:) 1 0 2 R 3 ? EX, HAZ. FIGURE_s-s•I B ; CU(iVE _ MADE QY _ OATE ` u ARF.A OF SPHINKLER OPEHATION SYSTE IxLLY'CE t . F' UEN5ITY .21 ? 1'iET 0 DRY [j- DELUGE: 0 PFE•ACTION N AR[n PER SPRINKI.ER 130 . SPNINKLEFi Oft NUZZLE I !OSF ALL04YANC[ GPA1: INSIUF p.1AK[ MOOEL FIOSE ALL071ANC[ GP1d: OUTSIDE 5*00 ;IZE._.__ ___-I2.____ _ K-FACTOR RAGK SPftINKLER ALLOl7ANCE N f4 7LMPER ATUR[ RATING _ ri° CAl_CULATION GAI.1 fiEOUIRED 3a'440 PSI REOUIRLD AT E3ASE OF RISE(1. SU'nM nltY "C" FACTOH US[D: OVERH[AD___l20 UNDERGPOUND 140 W11IEfi.EL41YSES_I P1JjdP DATA TANK OH f7ESEP,1MII >. pATE E TIME /2-15-83 RATGD CAPACITY CAPACITY J a STATIC PSI 179 - !1T PSI [LEVATION --- a 177 A L PSI _ IiG51DU ELEVATION D m GrM FL0IYING 2• 175 WFLL It w [LEVATION 10B?GOUJ?SrF? . pqOOF FLOW _ GPM - - ? r- LOCIITION C'044-04114(?? S E SOURCE OF INFORMATIONt, L COMMODITY_ CLASS LOCATION W STOFiACE hiCIGiAT____ AREA AISL[ WIDTIA Q STOI7AGE IdETHOD: SOLIU PILED % PALLETIZED % RACK ---- ¢ -- --•- ---...-___ 0 [] SINGLE ROVJ 0 CONV[NTIONAL PALIET ? AUTOt.1l1TIC STORAGE [] F.NCnPSULAT[D (] OOUOLE R0V7 ? SLAVE PnLLET [_] SOLIU SHELVIIJG UNON- ? h (? MULTIPL[ fiOW ? 01'EN EPICAt'SULATEO ° 0 Y -------- - - ---- ----- ¢ FLUE SPnCWG IN INCHES CL[/1RANCE FIIOM TO!' OF STURAG@ TbCEILING V ? LONGITUOINAL TRAIJSVERSE . FT. IN. _ hIORIZONTAL BARRIE=RS PROVIDEO Go.?? 1 I ? °ID Hruu+ur.Ic cnr,c..urnrrors Q-11DD DIA T PIPE PP REEERRNC.'E L()6S/FP E FiTi'S PE 4-mrAL c-FAcr Y r:r mrAL ? PF o[rrr,Fr 1 27.e7 1.452 0 10.0 24.59 I(- 5.62 -. (190 0 0 .00 LcG 1 -38.61 120 0 10.0 -.91 - ---- oUCLFr ----- 2 -------- 27.35 --r 1.452 0 10,0 23.68 K- 5.62 -.009 0 0 .00 LEG 2 -11.26 120 0 10.0 -.09 OUPLEC 3 27.30 - ---- 1.452 ---- 0 -------- 10.0 ---- -. 23.59 K= 5.62 .018 0 0 .00 LEG 3 15.04 120 0 10.0 .18 ----- WI`L,FC ----- 4 -------- 27.40 --------- 1,452 ---- 0 ---- --- 10,0 ----- -. 23.77 K= 5.62 .112 0 0 .00 LEG 4 43.44 120 0 10.0 1.13 ----- OUPC.ET ----- 5 -------- 28 . 04 - ------ 1.452 ---- 2 ------- 54.0 -----. 24.90 K= 5.52 .282 0 12 .00 f,nG 10 71..49 120 0 66.0 18.61 fu;F LUU .00 r^ 3.260 0 + 12.5 43.50 .005 0 0 .00 tEG 29 71.48 120 --- 0 - 12.5 - .07 ---._ ------ Rrt' - -- L41 -- -- -- 71.49 ------ 3.260 - -- 0 ---- --- 12.5 -- 43.57 .020 0 0 .UO Lm 30 142.97 120 U 12.5 .25 -- ----- REF ----- 102 -------- 34.19 ------- - 3.260 --- 0 ------- 12.5 ---- 43.82 .029 0 0 .00 tTX; 31 177.16 120 0 12.5 .37 ------ REF ----- 103 -------- 10.85 - ------- 3.260 --^- 0 °--- 12.5 44.19 .033 0 0 .00 LFG 32 188.01 120 0 - 12.5 - .41 --- - ---- REr• ----- 104 ------- 9.26 --------- 3.260 --- 0 ------ 12.5 44.60 .036 0 0 .00 IEG 33 197.27 120 0 12.5 .45 PA, 1 pESCRIPTION OIIrLET PE ro .00 24.59 .00 23.68 .00 23.59 .00 23.77 .00 24.90 - REF 105 7.99 3.260 0 12.5 45.05 .039 0 0 .00 LE' 34 205.26 120 0 12.5 .48 Sk3E?T ? o F?J Gc p rr,?, l l °I o ?,k,.-1 ?.1+?-?a?????? C?mzo,4)a ¢11DD DIA T PIPE PT WPLEl REFERENCE IA6S/FP E FITTS FE PE Q-7C7rAL C-FAGT Lif Zt7PAL -- PF PO NOPPF5 ?? ---- REF ----- 106 ------ 7.09 ---- 3.260 -- 0 - - 12.5 45.53 .041 0 0 .00 IEG 35 212,35 120 0 12.5 --- .51 ----- REF ------ 107 ----- --- 6,60 ------ 3.260 ---- 0 ---- 12.5 46.05 .044 0 0 .00 IEG 36 218,95 120 0 12.5 -? .54 ____ ---- REF ------ 108 -------- 6.57 -- ---- 3.260 - 0 -- 12.5 46.59 .046 0 0 .00 LEG 37 225.52 120 0 12.5 .57 - --- MF ------ 109 ------- 6.98 ---r 3.260 0 12.5 47.16 .049 0 0 .00 LEG 38 232.50 120 0 12.5 -- - .61 --- - - __.w ----- REF ------ 110 -------- 7.78 ----- -- 3.260 ---- 0 ---- - 12.5 47.77 .052 0 0 .00 TDG 39 240.28 120 0 12.5 .65 ~ REF' II1 ~ 8.93 3.260 0 12.5 48.42 .055 0 0 .00 LBG 40 249.21 120 - 0 - 12.5 -------- .69 -- ----- REF ----- 112 -------- 10.36 - ----- 3.260 --- 0 12.5 49.11 .060 0 0 .00 LEG 41 259.57 120 0 12.5 -----? .75 ? ---- WF ----- 113 -------- 12.03 --------- - 3.260 ---- 1 2.0 59.86 .065 0 15 .00 LEG 42 271.60 120 0 17.0 M 1.10 ~ RL;E 114 72.80 3.260 0 13.0 50.96 .101 0 10 .00 LEG 69 344.40 120 ---- 2 23.0 ----- 2.32 - ?..r ----- MF ---- - 115 ------- .00 --- 4.260 0 15.0 53.27 .027 0 0 .00 LEG 70 344.40 120 0 15.0 ------- .41 ---- ----- REF ----- 116 -------- .00 - .-__-_- 4.026 -_- 0 - 30.0 53.68 .036 d 0 11.28 I,pG 71 344.40 120 0 30.0 1.08 ?±-?? 3 oF E ???T 1 tqo .+ ? Q-ADD DIA T PIPE PT OUPLEP REFERENCF IA6S/FP E FIT15 PE PE Q-'10R'AL C-FACP LT 717PAL PF PO [SMES REF 117 .00 8.104 0 200.0 66.05 E-- 6ASF lcF V-?SeR .001 0 0 .00 IF]G 72 344.40 140 0 200.0 .18 FE.r. 1iQ5 66.23 <-cirtl vorJr)FyTiorj ?DD 5OD EiP+A Fo (L Orl'r5 i Dr-- 4-?SE ?'?RJ?p.?D ? Gir? Goat?F?TiorJ ?a-,a0 ?iPM °?- ?06,23 Vs 1 AcJMI-?LE (?? Gr?? GoPoEe,i to,J S44•40 c,rM ? (14•0 rs, - ?t??- 4 aF 8 Loc?'ct?T 1?9b ' , ? '-'` EA-?P<r? Ih-??Pn??T???? ?P?P?I? HYORAULIC CRLQJIATIONS -- ROUPE NJ. 2 UFSCRIP'TION -- Q-ADD DIA T PIPE PT OUPLEP REFERENCE LOSSIFT E FiTI'S PE PE Sr'1t7PAL C-FACT LT 'iCVrAL PF YO [J.71B5 OITfLEP 6 27.91 ~1.452 O Y 10.0 24.67 Y ? K- 5.62 -.091 0 0 .00 .00 LE7G - -- 5 -38.76 --- 120 0 10.0 -.91 24.67 -- 0[1PLEP ----- 7 - -- 27.39 1.452 w0 10.0 23.75 ~----M-«-~ K= 5.62 -.009 0 0 .00 .00 IBG -- 6 -11.36 120 D 10.0 -.09 23.75 -- - OUI'LEP ----- 8 ----r? 27.34 r__- - - 1.452 --- 0 ------ 10.0 -------- 23.66 -- ------?? K= 5.62 .018 0 0 .00 .00 LF7G 7 15.97 120 0 10.0 .18 23.66 ^---- WPLET ----- 9 ° --- 27.44 ------?--- 1.952 ---- 0 -------- 10.0 ---_--__ 23.84 _?.__???. K= 5.62 .112 0 0 .00 .00 LF7G 8 43.41 120 " 0 10.0 1.13 23.84 ----- OUPLEr --- -- la ------ 28.08 -- r.- _- 1.452 --- 2 ------- 54.0 ----- 24.96 ------- K= 5.62 .282 0 12 .00 .00 LFX; ------ 1.1 ----- 71.49 ------ - 120 -------- 0 - -- 66.6 --------- 18.61 ---- - - - 24.96 - --------- FEF 101 43.57 HYflRAULIC (7NS?C,ULAPIONS -- IdO[TPE NJ. 3 IESCRIPTION - ¢ADD DIA T PIPE PT OUl'LEP REFERENCE IA6S/FP E FITfS PE PE Q-mraa. c-Fncr rsr Tarnt, PF po NvrFs OVPLEP 11 34,14 1.452 0 ?10.0 r 36.90 K= 5.62 .000 0 0 .00 .00 LBG 9 .05 . 120 0 10.0 .00 36.90 ? OVPLET 12 Y 34.14 µ1.452 2 84.0 36.96 K= 5.62 .072 0 12 .00 .00 IEG 12 34.19 120 0 96.0 6.92 ? 36.90 MF 102 43.82 ? HYU2AULLC Q1L4ClLA'PIONS - IF]G TABLE -- 1irvvT boF 'V FRICPION FRICPION VELOCITY LE7G K). DIAM'PER iENGIA FCAW GPM C t176S/M0P Tt7SS/TC7PAL FEEf/SF.OOND 1 1.452 10.04 -38.61 120 -.0902 -.906 7.5 2 1.452 10.04 -11.26 120 -.0092 -.093 2.2 3 1.452 10.04 16.04 120 .0178 .178 3.1 4 1.452 10.04 43.44 120 .1122 1.126 8.4 5 1.452 10.04 -38.76 120 -.0908 -.912 7.5 C, 1.452 10.04 -11.36 120 -,0094 -.094 2.2 7 1.452 10.04 15.97 120 .0176 .177 •• 3.1 B 1.952 10.04 43.41 120 .1-121 1.125 8.4 9 1,452 10.04 .05 120 .0000 .000 .0 10 1.452 66.00 71.48 120 .2819 18.608 13.9 11 1.452 66.00 71.49 120 .2820 18.611 13.9 12 1.452 96.00 34.19 120 .0720 6.916 6.6 13 1,452 188.00 10.85 120 .0086 1.621 2.1 14 1.452 188.00 9.26 120 .0064 1.207 1.8 15 1.452 188.00 7.99 120 .0049 .920 1.5 16 1.952 188.00 7.09 120 .0039 .737 1.4 17 1.952 188.00 6.60 120 .0034 .647 1.3 18 1.452 188.00 6.57 120 .0034 .640 1.3 19 1.452 188.00 6.98 120 .0038 .716 1.4 20 1.952 188.00 7.78 120 .0047 .876 1.5 21 1.452 188.00 8.93 120 .0060 1.130 1.7 22 1.452 188.00 10.36 120 .0079 1.487 2.0 23 1.452 188.00 12.03 120 .0104 1.962 2.3 24 1.452 142,00 15.25 120 .0162 2.296 3.0 25 1.452 142.00 14.71 120 .0151 2.149 2.8 26 1.452 142.00 14.90 120 .0145 2.065 2.8 27 1.452 142,00 14.25 120 ..0143 2.026 2.6 28 1.452 142.00 14.21 120 .0142 2.015 2.8 29 3.260 12.50 71.48 120 .0055 .069 2.7 30 3.260 12.50 142.97 120 .0198 .247 5.5 31 3.260 12.50 177.16 120 .0294 .368 6.8 32 3.260 12.50 188.01 120 .0328 .411 7.2 33 3.260 12.50 197.27 120 .0359 .449 7.6 34 3.260 12.50 205.26 120 .0386 .483 7.9 35 3.260 12.50 212,35 120 .0411 .514 8.2 36 3.260 12.50 218.95 120 .0435 .544 8.4 37 3.260 12.50 225.52 120 .0960 .575 8.7 38 3.260 12.50 232.50 120 .0487 .608 8.9 39 3.260 _ _:12.50 _ 240.28 120 .0517 .646 9.2 90 3.260 12.50 249.21 120 .0553 .692 9.6 41 3.260 12.50 259.57 120 .0597 .746 10.0 42 3.260 17.00 271.60 120 .0649 1.103 10.4 43 3.260 50.00 72.80 120 .0057 .284 2•8 99 3.260 10.25 57.56 ]20 .0037 .038 2.2 95 3.260 10.00 42.85 120 .0021 .021 1.6 96 3.260 10.00 28.45 12U .0010 .010 1.1 97 3.260 10.25 14.21 ]20 .0003 .003 .5 48 1.452 66.00 66.48 120 .2965 16.269 ]2.9 49 1.452 66.00 66.67 120 .2478 16.356 12.9 50 1.452 66.00 34.09 120 .0717 4.730 6.6 , . • -? ? ?fyt}T??/?A1?? ?alkjth?j? - IF7G TABLE -- 1?7 r-F?T (1 oF 91 FRICTION FRICTION VE[ACITP LEG ND. DIAMEPER IEN3PH FLAW GPM C IASS/'WP Ip6S/7C7PAL FEEP/SECOM 51 2.635 12.50 66.48 120 .0135 .169 3.9 52 2.635 12.50 133.14 120 .0489 .611 7.8 53 2.635 12.50 167.24 120 ,.0746 .932 9.8 54 2.635 12.50 156.39 120 .0659 .823 9.2 55 2.635 12.50 147.13 120 .0588 .736 6.7 56 2.635 12.50 139.14 120 ,0531 ,663 8.2 57 2.635 12.50 132.05 120 .0482 .602 7.8 58 2.635 12.50 125.95 120 .0438 .548 7.4 59 2.635 12.50 118.88 120 .0397 .496 7.0 60 2.635 12.50 111.90 120 .0355 .443 6.6 61 2.635 12.50 , 104.12 120 .0310 .388 6.1 62 2.635 12.50 95,19 120 .0263 .329 5.6 63 2.635 12.50 84.83 120 .0212 .266 5.0 64 2.635 30.00 72.80 120 .0160 .480 4.3 65 2.635 10.25 57.56 120 .0104 :106 3.4 66 2.635 10.00 42.85 120 .0060 .060 2.5 67 2,635 10.00 28.45 120 .0028 .028 1.7 68 2.635 10.25 14.21 120 .0008 .008 .8 69 3.260 23.00 349.40 120 .1007 2.315 13.2 70 4.260 15.00 344.40 120 .0279 .410 . 7.6 71 4.026 30.00 344.40 120 .0360 1.080 6.7 72 8.104 200.00 344.40 140 .0009 .179 2.1 "PATER 5.2" dist. by Fire Sprinkler Consultanta (913)281-1264 Licensee -WPIONAL AUIOMATIC SPRiNKLER OJ. - 5t. Paul, Minn. HYDRAUGIC (71Id,ULASIONS - OVPLET TABIE -_ WPLEP # K-FAC'i'OR PRFSSURE FLAW ELEV. (LBS.) 1 5.620 24.590 27.87 11.28 2 5.620 23.685 27.35 11.28 3 5.620 23.592 27.30 11.28 4 5.620 23.770 27,40 11.28 5 5.620 29.897 28.04 11.28 6 5.620 24.667 27.41 11.28 7 5.620 23.754 27.39 11.28 S 5.620 23.660 27.34 11.28 9 5.620 23.837 27.44 11.28 10 5.620 24.962 28.08 11.28 -- 11 5.620 36.905 34.14 11.28 12 5.620 36.905 34.14 11.28 a w ? ? N N c a HYDRAULIC GRAPH SHEET .. ?.VIYInX?.I l a.? /' G VG Q ?! nooaESS- O / Go y CONi NO.- G P M. REOD.- DENSITV SO. FT. , Q/ • LCULATED FOR?_AS. AT SO. FT. PEH A.S. NOTE: °S(?2 CALCULA7ED BY: C,L'E'J( 10 41 i 15 , F w % s&&?v :rl 0 w ,s ror-r Louj r ?oz i,o g j tJ i 9 i q '* d 1,75 cg ios p r `?"3 ? ? E r4 - J? 00 65T ? rt ?E e- r-L Z c.E 00 !S PCs 95 90 ot" 7 # 4. 72, 0?//q-L uJ 2 !?S 4wr M 854 80 1 Q4 5* -rw i [r 4 : e? Go 114:0 51 70 ? ?2•S ,¢?Sr q-L w 21 BJ 60 i SS 50 ? V @i (o f . 2 S o 45 40 1 I I 30 t Dm bmv,- kA+)b V?T-?H sr= eF 'F-A? 25 20 ? e? ?6.0 S I ? 15 ' ? I to I?• ?fi ?1 ? 5 ? 0 100 Zpp 300 400 500 600 700 ' 800 9b0 1000 SCALE A 200 400 800 800 7000 1200 1400 160D 1800 2000 SCALE B 300 - 12W .. 1500 1800 2700 2400 27? 3000 SCALE C F- 400 "- -"_ _ ' ? ?? ? 2 Fa S? FLOW - (G. P. M.) F.130 1C Scale Used ^(?? ? ? IV 0 "n Iq !O C.;)t(000 odo BOARMAN ARCHITECTS INC. 710 Charrber of Commerce Building,l5 South Fiffh Sireet Minneapotis, Minnesota 55402, 612 339-3752 PRE CONSTRUCTION MEETING FOR EAGAN MAINTEPJANCE GARAGE FACIIITY At 9:30 am, 7hursday, August 7th, a general pre-construction will be field 1n Eagan, Minnesota, regarding the remodeling and construction of the Eagan Maintenance Garage Facility. MEETING AGENDA I. Introduction and Roll Call 2b ? meeting new II. Reviex of Contract Documents and Special Conditions A. Presentation, review, and sSgning of construction contracts. 1. Time of Work Commencement and Comp etion. The work to be performed under this contract shall be comrnenced August 11> 1986, and subject to adjustments, substantial completion of the building shall not be achieved later than 120 days thereafter. (On or about December 11, 1986.) Site work to be completed during the spring of 1987. a. Licuidated Damages: None b. Contract Sum: is $1.186,700 Contract amount includes accepted alternates 2, 5, 9, 11, 12, 13, M2P E2, E3 and E4. c. C°rtificate of Substantlal Com le? tion When the Architect has determined that the pro3ect • is substantially complete, he shall prepare and issue a certificate of substantial completion. 2. For% changes in the work, the contractors fee shall be adjusted as follows: a. Change Orders Change Order Additions: 15% to actual cost Change Order Deductions: 0% to actual cost b. Field Orders Field Orders are Kninor changes in the work without change in the contract time or contract sum. 3, Special Conditions a. Temporary Facilities (Satellites) b. Temporary Utilities and Heat. c. Site planning and storage of construction materials. d. identification of contractors so11s and concrete engineering and testing agency. 80ARMAN ARCHITECTS INC. e. Permits and city inspection coordination are to be the responsibility of the contractor, III. Procedural Review A. Forms to be provided for and submitted by the General (Prime) Contractor: ,ion Statement. (Example #1) 1. Certiiied Sworn Construct 2. SaLeds_D_ of alues _ (Example #5) 3. Prooress Schedule. (Example #6) No payment shall be made to the contractor unttl these reports are submitted to the architect. The architect shall also call for revised progress schedules, as the need arises. 4. performance Bond 5. Certificates of Insurance Na work shall commence until the contractor submits a Performance Bond and Certiflcate of Insurance to the Architect and the Owner. 6. Lein Naivers, (Example 19) shall be submitted with each months pay request, if so desired Dy the Owner or Lender. 7. List of Subcontractors - including address, phone number, and contact person shall be submitted to the Owner amd Architect as soon as possible - after all sub contractor work has been let by the prtme contractor. 8. Shop drawinqs and catalog cuts - shall be submitted in no less than 5 copies, or 1 sepia and 4 coples. All submittals to be verified for fttness and/or plan dimensions by the contractor, then subm{tted to the , architect for approval. Shop drawings and submittals requiring engineering review shall also be submitted directly to the Architect for review and approval. Items requiring submittal are listed in the specifi- cations and should include, but not be 7imited to, the following: a. Concrete Mix Design b. Membrane Cure c. Reinforcing and Structural Steel d, FM doors and Frames e. Mindows f. Hardware g. Sealants h. Paint i. Electrical Fixtures J. Specialty Equipment • 9. Anticlpated Payment Schedule. (€xample #7) BOARMAN ARCHITECTS INC. 10. Contractors AvDlication and Certification for Payment. (Example #8) The Owner shall make progress payments on account of the contract sum to the contractor for the period ending the last day of the month. Pay requests shall be submitted to the ArchTtect for verificatton no later than the seventh day of the following month. B. The Architect will initiat:. and process changes to the contract documents through the use of the following forms: 1. Proposal request (Example #2) 2. Change order (Example #3) 3. Field order (Example #4) C. Construction Administration Process Time 1. Proposal requests. 2. Field options. 3. Change orders. 4. Pay requests. 5. Shop drawings. a. Shop drawings and catalog cuts requiring engineering review w111 require more time than architectural shop drawing submittals. (7-14 days). Typical. b. Contractor must verify all structural shop drawings and submittals per plan and field dimensions. c. Shop drawings and product submittals require a minimum of 5 copies - or 4 blue line drawings - and 1 sepia. d. Products, equipment, and materials, not specified, or approved as or equals wil7 require extra time, and prior notification • of the Architect by the Contractor. D. As Built Drawincs - shall be maintained on a set separate from field working drawings by the contractor. These "red line,, drawings shall be updated an a regular and weekly basis - and cover field installation dimensioning and notes for all trades and sub contractors. This set of drawings shall be open to review by the architect and submitted to the Owner upon project completion. E. Final Inspection_- The final fospection shall be conducted by the Architect. The contractor shall notify the Architect at least 10 days in advance of final inspection date, but only after the General Contractor has compiled and sattsfied nis own punch list, and sent a signed copy of the completed punch list to the Architect. Architect may approve or disapprove the date - or cAange the date of final inspection. Notification of readiness of the profect for final inspection shall be made in writing to the Architect, and only after a7l work has been completed and is fully operational. BOARMAN ARCHITECTS INC. F. Construction Liason Jon Rall, the construction coordinator, will be the Contractor's construction contact. G. Constructian MeetinQs On site observations shall be conducted periodic basis, to determine the conformance of work, materials, and equipment with the contract documents and drawings. More frequent observaticns may be required at critical steps in the constructton process, such as completion of excavation, 6ackftlling, pouring of footings, early form erection, structural pours, placement of initial structural members, and as construction problems or questions require. Time and day of construction meetings are to be coordinated by Jon Rall. IV. Plan Drawings, Speclfications, and Addendums A. Copy, count and distribution of plans and specs. How many more sets does the General Contractor require? B. Draring review (Optional). END OF MEETING ? EAGAN MAINTENANCE'FACILITY BID DATE: July 29, 1486 COMM. NQ; .1037.,3 kLTERNATES 00 ALTERNATE K. 1- Deouct one bay from veiiicle storaoe area as indicated ;; drawings. Condi±ion at grid line II shall be as drawn for base 6id et orid line numbers 9 and 10. ALTERNATE IdO. 2- kdd one bay to base bid `or the vehicle storage area as irdicated on drda:ingS. Condition at grid line lI shall be as drar:n ior base bid zt gi-id line numbers 9 and 10. ? ALTERNATE N0. 3- Deduct bituminous paving from contract, insta]lation of class 5v.,ill be installed as per specificatian iqith site prepared for the bituminous paving to be done by others. MQ ALTERNATE N0. 4- Deduct all concrete curb and gutter work as indicated on drawings. , ALTERNATE N0. 5- Add cost of ali work required; demolition, pit construction and new concrete sla6, for new hydraulic floor hoist, floor hoist and installation of floor hoist is by others. µQ - ALTERNATE N0. 6- Omit painting of interior walls and ceilings, all.other interior painYingJstaining shall remain. . tb ALTERNATE N0. 7- In lieu of the raked precast concrete wall panels, provide • exposed aggregate finish. Nm ALTERNATE ?. 8- In lieu of #he stucco finish as specified in section 07240, C't-?1f2.lVY provide an exposed aggregate surface. Aggregate shal] be a zlmrr) local a99regate to match the aggregato- in the precast concrete wall panels. ?fpreD ALTfRiVATE N0, g- Deduct the cost of seedino and sodding work as indicated on drawings and specified. . T'Q ALTERilATE 117. 13- Deduct chain 3ink fence. P??t KEp ALTERNATE N0. 11- Add cost of painting walls and ceilinqs indicated on room finish schedule as "paint alternate". Y,Lwev ALTERNATE N0. 12- Reuse existing roof joists from demolished building in existing building in lieu of new as indicated in detail 1JS4. ??TCV ALTERNATE N0. 13- In lieu of construction pbasing 1 and 2, the owner will evacuate the entire building before construction start up. NU ALTERNATE N0, E1- Deduct one 6ay from room @143 and #144. This alternate sball place soutfi exterior from grid 10 to grid 8: Al1 equipment sfsown on south exterior wall and equipment shown north of exterior wall shal1 remaiin as shown, except as . noted 6elow. . i ??:, -'' ? j'° :"'` • . ' . . '. I ' . .?". f.LTERNA.TES C0U7. J'F-sC"VTieQL' TcP,Iik;E Q. E2- lncrease room -143 and r144 by one bay. This alternate shall place south exteri,or from grid 10 to (irid 11. All enuipment shot:,n north of exterior wall shall remain as shoi;m except as noted below. ??FMV F.;TE^nNF:': ;;C. c?- .4dd poi•:er and control wiring for ht38 as shoian on drawinq ?? ?4. (Provide spare circuit breaker under base bid.) ??CK-tV ALTERNATE ;;G. Ek- Add poa.?er wiring for Ir37 as shoa:n on E4. (P.rovide spare 014 C'Q 'MF circuit breaker under base bid.) it ALTERNATE 140. M1- Ileduct one bay from vehicle storage area as indicated on drawings. Condition at grid line 8 shall be as drawn for base bid at qrid line numbers 9 and 10. rK. G?fftV ALTERNATE tr'0. M2- Add one bay to base bid for the vehicle storage area as indicated on drawinas. Condition at grid line II shall be as drawn for base bid at qrid line numbers 9 and 10. NQ ALTERNATE N0. M3- In place of Co-Ray-Vac Infra-red heating systems where -- 7, r21?S? ever sfiown on drawinns, provide an alternate vacuum type • infra-red fieating system of at least 90% efficiency. " ? ALTERNATE N0. M4- Deduct site storm sewer wonk. ? BOARMAN ARCHITECTS INC. CHAIJGE ORDERS The following is a brief explanation of change order construction costs associated with a typical project. Boarman Architects identifles change order items with a requesting or lnitiating party - in addition to the actual amount of deduct or add to the base contract amount. First of all, owner requested items which are adds to the contract are usually fairly straight forward - as to reason, cause, and intent. However, owner requested $'adds" as we11 as owner requested "deducts", are thoroughly researched, varified, and evaluated by the architects, to determine owner cost effectiveness, need, and benefit to owner. The amount of time required to process owner initiated change order proposals varies greatly and upon review by the owner these items may or may not be incorporated into an actual change order item. Processing proposal requests and change orders to the contract 1s an additional service. Respons{hility for change order work also falls lnto 4 other categories: 1) Architect's request. 2) Engineer's request. 3) Field Conditions. 4) Code requtred or City Inspector required. Generally speaking, architect requested change order work deals with modification, omission, addition or revisions to the drawings and specs, which the architect feels are necessary to bring the project, as a whole, to a pre-concetved and carefully monitored and orchestrated conclusion. Generally architects requested change orders deal with design intent and proJect continuity. Engineer requested, as well as "Field Condition^, change order work are generally technical and/or corrective in nature. The bulk of "field Condition" change or6er work is to correct or rtwdify unforseen conditions which arise during the construction process. These are the change order items which are most often flagged by the General Contractor or his 5ub Contractor. Very few profects are constructed without field condition change order requests. As a general practice, Boarman Architects conducts a code review meeting with the City involved. The results of this review are incorporated in the final drawings. Code requested change order items are those items enforced during construction by the Inspections Department. These are due to changes in code interpretation or due to items missed during the permit approval plan check. G?N f?.tiPmenr \ ?ruc?c r?ss Cc4 CNz s 5?creu?s Cl.l?-N"? Cr ?r ?Y=s p?^?c??FC.t ?ZC?1c'c; :'?+l?CSC:ti?- . . ? ? ? S?.lPP???r S ? ??f•1f??SU'v ,?{(17?.(P?iLrA"r?r ?1 r'.t^ CQ/tPS: - 5a1v?c?S ?cf ?blr'L`L-"YL l:'1'?lrttrl? G1'1?.UFJlL?- In',S?^l<roCS A O?cSt?1?r r??I^;C fi IS"EC-? ? ?11C,tir?Ll1Y?, Fy?(? BOARMAN Af?CHITEC7S INC. 7 1 0 Chamber o( Commerce Building Q^'- i (rlr' i E Minneopolis. Minnesoto 55402 ? ? I _ JtiL.lt' 1JK!-lW1FVVJ? JHI`'It'LtJ 2k UUFiKHIV I ttJ PRtr=7! Maintenance Cara?Q f2cil?ity COMMISSION No. 1037.3 tagan, Minnesota CON7RACTDRI Knutson Construction f.omnanv ? S'cCTfO!: . NJHHR SECTJDN TITLE " SHDP DRAYTNG I DR SUBMITTAL u ? SAHPLES v ? GUARAIdTEE V ? 00035 Inforination for Bidders Insurance ?J035 Information foi- Bidders Performance Sond ?1035 I Information for Bidders Schedule of Values - ;G Information for Bidders List of htaterials :%2D0 Earthwork Compaction Reports -2610 Paving Tests & Mix Designs 020U00 Fences & Gates Shop Drawings ^2 r ifi i n f Plan s 03200 Concrete Reinforcement Steel Shop Drawings- 03300 st-in- lace c ncrete Concrete Desi n Mix ? 03365 Concrete To in Desi n Mix 03400 Precast conc. wall anels Sho Drawin s ? 03430 Precast restressed conc. 5ho Drawin s 04100 Mortar Test Reports f 04220 Concrete unit masonry - Strength&5hrink test ' 05100 Structural Metal Framing Shop Owgs 'a-Tests -- ?• ? 05200 Metal Joists ?-- Shop Drawings 05310 Metal Roof Deck Shop Drawings ? 05400 Cold Formed Met. Framing Manufacturers Lit.. j 05500 Metal Fabrications Shop Drawings ' 06100 Rough Carperitry Shop Drawings : 06200 Finish Carpentry Millwork Shop Dwgs. Wood 07210 ( Building Insulation Test Reports Samples 07240 Ext. Insul.&Finish Sys. Installation Instruc . Finish Sam le = 07500 Membrane Roofing&Insul. Shop Drawings Guarantee • Guarantee ' 07800 Insulated Panels Shop Dwgs&Test Repor Samples SpalantS Installation Instruc. ' Sam les Guarantee 08110 11 Metal Sho Drawin s 08300 Accoraian Foiding Doors Shon nrawinns " - ----- - -- 08350 Overhead Ooors Sho Drawin s 08710 FiniSh Hardware Hardware Schedule . . ..,.....;._, "NOTE: This is a re#erence schedule and Is issue for the contractors convenience .?_ ..- ?_t.. n?t?? a? S?J:..SJ..aI ener{F{ro4inn enttiMC 'FOY ('(IIIInlPtP renoirements for ,5'AoP DRAWINGS, SAMPLES & GUARANTEES pgfk?€d'r• Mai ntenance Garage Faci 1 i ty COMMISSiON No. 1037.3 Eagan, htinnesota CONTRACTDR Knutson Construction Company SEC7fON NUMBER SECTiON TITLE SMOP DRAVtNG OR SUBMIT7AL u ? SAMPLES Li w GUARANTEE V Li 08800 Glass & Glazing Shop Drawings Guarantee 08900 Aluminum Framing ` Sfiop Drawings Samples ? 09310 Ceramic Tile Master Grade Cert. Samples ? i 09500 Accoustical Treatment Shop Drawings Samples ; 09660 Resilient Flooring Samples ? j 09680 Carpeting Samples ? ? 09900 Painting Samples ' 09952 Vinyl Wall Covering Samples , 10160 Metal Toilet Partitions Sho Drawin s Calor' ? 10200 Louvers & Vents Sho Drawin s ? 10250 Fire Fi htin Devices Sho Drawin s 10500= Lockers & Benches Shop Drawin s Color 10800 Bathroom Accessories Shop Drawings 11910 Kitchen Equipment Shop Drawings 13120 Pre-engineered Metal Bldg Shop Drawings Colors Guarantee I i MECHANiCAL - 15050 Testing and Balancing Test and Balance Repo ts 15150 Mechanical System Insul: Insulation Materials • 15300 Plumbing Fixtures & Trim ortfolio (R3) ? 15500 Automatic,Sprinkler Sys. • np ra in 15860 Grilles, Re9s. & Diff. Shop Drawings ? ? 15950 Automatic Temp. Cont. Shop Drawings I I ? ! ? 16010 General Provisions I I ! I ? Operational Instructions ortfolio (X3) ? Guarantee--All E ui ment (X3) year ,i 16100 Basic.Material and Metho s Safet Ses., Fuses) 5hop Drawings Wirin Devices NOTE: This is a reference schedule and is issued for the contractors convenience only. Aefer to individual specification sections for complete requirements fqr shop drawings, submittals, samples and guarantees. DRAWINGS, SAMPLES & GUARANTEES pRQ-tT! 'Maintenance Garage_Facility COMMISSION No, .1037.3 Eagan, Minnesota CONTRACTORt Knutson Construction Compan_y__ SELTIDN NUMBER SECTI[1N TITLE SHOP DRAVING OR SUBMI7TAL W SAMPLES W GUARANTEE W 16400 Panelboards Shop Drawings 16500 Li ht Fixture ? S'ho Drawin s 16800 Motor Connections ? 5tartin E ui ment I i Motor Starter Shop Drawings . ? • . i . ? ; I ; I I ? I - I I i ; I - I I ? ? ?I I NOTE: This is a reference schedule and is issued for the contractors convenience only. Refer to individual specification sections for complete requirements for shop drawings, submittals, samples and 9uarantees. SWORN CONSTRUCTION STATENIENT "? . (D&T'AILED BREAKDOWN OF CONSTRUCTION COST) ? sa.., i or- z ch..u N/.!•1P OF PROJECT National City Bank & Drive-Up Facility 0,;17NER National City Bank of Minneapolis . 75 South Fifth Street NOTB =^N7RACZOR Frana and Sons, Inc. Thr Comuaer to ReLr to Gsn,rnl Condiiiov. 7490 Afarl:et Place Drive ?..E CER::1' ASSOCIA7B5, IthC, ARCIIITECTS/ENGINE[RS COh1Ati$$ION NO. __ 1001.11 . C0N7RACTOR'S CGRTIFIGTE ?ATEDF__ldinn>c_ n? t??_?_ .. ? ? .%r.TY OF Henneoi_ EXAOpL ) Gary H. Frana ' Lt;ny fi"c dulr n+orn, upon eaih d.poru •nd uy, 't be is •_.._..?_ President ' Frana and Sons, Inc. ? . ?Cenn?cwr) -' . CD7DOZatlOT1 ' (Type e( 0?6nnieauen) ----?nd tAai ha i? amheri"d 11 ml4e thi- «Iti(c.ie on behalf of uid _,vector; t6-i Ae hes prep,red cr mpvviued the prapn"tion of Ihe henin tonuimd Sverr. Comuvoion Siatem<nt mnsisting of •e•? r-d ii familinr wi,h sh< <ommn iher<o(; that en<h item is a irue, end eempleu rtn?imeni o( ?he ao?p L:ered: ihnt umr ii s?. m to induu the A«hit«i/Enain..r m«ni(r Esiimmn lor P?yw?eni ?nd ?o in?i?hfpf mu?ri?6 •nd I?b butd thuccn. or ni O.+nu to pey Ertim.tu (or =+=ribed .nd S.orn 1e 6efote ce /! S GERALp F. RpTHMEYER '. ";PuSlic, 4 MOTARY PU&JC - MINNESOTA CD-. DA:COTq COUNTY ) n e[piM 6/31/B7 ..,.... ?' ?? r..iuicn Espiiu ?' ' SUR6TY ACCBPTANCH Surety on t6e payment and per(ormanee bond o( the Centractor 6611, named, 6,r.br unpu and apptaru tha Aereim mneained S..om Gnshuet(on Suu. .?eun ccniiuin6 of 6ren ineluding the seums, quiniiliel and amaunu nated huoin. 7he underi7tnad lPrei6ut1y agree, Ihnt n ?oni.ined S?etn C onnrocdeA Sitpmmt may bi oud br the Arehhett/En=Inut and Ormt a -il? ?d Rnal at(mua and (or payment theteen, be" nam44 Rt ¦ bute (ar sayprorrel of -?- Surery Ce. ? - PreJeat Auhh<a . A???TM1an• •ei -' - ORi<e • - Suretr Ce. • • ?__ . . . SWORN CONSTRUGTION STATEMEI\'T - Conrinazcio:: Shcet •, COMMISSION NO. 1001: 11 __?_ S?«? _T2 _ of ? Sh? SPEC ' DESCR3PTION OF ITEM NUMBER ? COSl'S SOURCE OF N (Scs? GsKnl Co?iooni, Scaion I-28) K?SF LABOR MATERIAL 7'O'I'AL LABOR I . MATERIAL (1) (1) (7) I41 (5) (6) (7) (!) )101 )220 )261 1284 )310- )420 )510 )610 )618 )622 )720 )740 )751, )790 )870 )912 )925 )930 3950 )968 )990 LO00 L500 L600 General Conditions Earthwork Bituminous Landscaping ,Concrate s Masonry " Structural 6 Misc. Metals Carpentry ' Glue, Laminated . , MillwoXk 6 Wood Doors Building •Insulation , Metal Panesl Roofing & Sheetmetal Caulkinq Finnish Hardware Stucco Gypstun DryWall Quarry Tile ACOUStical C'arpet & Aesilient Paint , Specialities Mechanical Elactrical Overhead & Profit 14,000 7,500 4,140 900 15,500 1,755 19,218 7,189 3,710 578 3,200 4,400 525 0 20,450 2.780 681 500 1,362 2.760 480 8,155 20,070 0 6,525 ?,100 2,855 600 10,452 2,100 11,650 17,611 8,990 410 4.793 10,365 300 1,558 7,950 4,353 1,900 300 1,941 2,120 4,262 18,562 18,'930 26,000 20,525 9,600 6.995 1,500 25,952 3,855 25,868 24,800 12,700 - 988 7,993 14,765 825 1,558 28,400 7,133 2,081 soo 3,303 4,680 4,742 26,737 39,000 26,OOU ,0 ,Alt i i It,(,,I .,, I „o I,om„ , FROPOSAL OWNfR ARCHITECT ? ? REQUEST AlA DOCUMENT G709 CONTRACTOR flELD OTHER ? Q PROJfCT: ' PROPOSAL REQUEST NO: (name, address) 01Nn'ER_ DATF: TO: (Con;ratlor) ARCHITECT'S P",OjECT NO: - CONTRACT FOF' CO\TRACT 0.\TCi): Piease submit ao itemized quetation for change5 in the Contract Sum and:or Timc ir,cidemal to proposed modiiica- tions to the Contract Doaments described ^ere1n. THIS IS \OT A CHA\GE ORDER N'OR A DIRECTION TO PROCEED 11'ITH THC 1VORK DESCR1f3ED HEREIN. D25Cfi}'1110n: pVriuen deuription o11Ae WorW i_ nU2Chment5: Ilist :nadrd documemi that wpport 1e:; ,eon7 ARCHITECT: BY: AIA DOCUMFNT G709 • PROPOSAL REQUE57 • APRIL 1970 EDRIDN • AIAS • 01970 • THE ' ONE PAGE . Aaasxtrw.v eKatrrtxeas ne Aeruirvrre ,,,e ?c. w,er vr uw wAwiur.mu nr 7r" CHANV E • ' . . . Dislri6utian to: . ORDER OWNER ? ARCHITECT ? AIA DOCUMfNT G707 CONTRnCiOR O FIELD ? ' O7NEF p PRO)ECT: CHANGE ORDER NUMQER: Iname, addressl INITIATIO' DATE- 70 Cnntractor): F ? AI:CHITLCT"S PI:OICCT INO: COxTR•\Cl (c)I: L ? ['tl\IK1i, 1 I):\ll lrJ in m.il.r t:?e in;L•?n:r.? chan,r-m;nic cont:act: AMpLE # 3 EX .?._. . . . . . . ? tocl b? 6ntii •r:,. l )en??r ari 'r?!::li ? : .nl?:..?...,.R:n Ihi lS?rhe?t ?c:u . .. .? , ....................... . . . t?a• S . ?: . -Ct?riuJ..;.::^.r:iic(ICf'.-",c(ht:? ...... . . ........................... S . - .... =.::t: Co.; i;-,.,? ?.:i:i' Ci:argc0!<iiT? ... .......... S . -' _ C .n:•.:t' ?.::n :Gu,uar,tc??d \ta?im.:•n Cn.t ,:, . Lc in?ro: rdc. rr.?-rd\.urn I1,111;;edl ' •'" • C^an?c• Grc!cr t ... ......................... ............................... . . ComI-,.U Gum. .Gt:arantecd A1,;v:uum Cu.; 11(10ciin4 Ihi. Chengi• Qrdcr nill hc ... S . -r.e Coo:r,:c1 iime nill be -ir,crea.ecb tdecrea>edi •imchangedl b\? 1[7ays. T'.e Dz;e oi Sub>lanii.l Cumpletiun at oi thc daic n; Ihi, Clian.c Ortlcr Uirrcinrc 6 ? . A W hariicd: .=.F.CHITECT (;UXIRACTQR q11'N1 R ACciress Addnm Addrr•s eY HY NY DATE UATE UATC AIA DOCUMENT L701 • (k1AKGF (>ND(R • APRIL 19iN FDITIOX' • AIA% .• U 197N THE AMFRICA\ INSTIiUTE pi ARCIIIIEC75, 17Ji K[N' YORA A\'C.. N.4V..'11'ASIII\GTUN. D.C. 20fYR, G701 - 1978 , owNte p •• - ? ARCHITECT S ARCHITFC7 p CONSUITANTS F[ELD ORDER COMRACTOR ? . •..51A DOCUMFNT G708 FIELD OTriFR o D PROJECC: FIELD ORDER NO: (name, address) 01h'NER: DATE: TO (Contractor) F- ? ARCHITECT'S PROJECT n0: CONTRACT FOR: L _J CONTRACT DATE: You zre hereby diretted to ezecute promptl,• Ihis Field Order which imerpcets the Contract Documer.ts or orders minor changes in ihe Work H•ithout change in Contraq Sam or Contract Time. 1f yov consider that a change in Contract Sum or Contract Time is required, please mbmit your iiemized proposal to the Architect immediately and before proceeding a•ith this Work. If your proposal i: iound to be satislactory and in proper order, this Field Order will in that eveni be wperseded by a Change Order. Deseription: merc insen a wriuen desaiDtipn of 1he interprctagion or change7 • ? ? ? EXA?p? r•:I2".hments u+?rc msrn Lsan6 of a:u,npt le[umms i:at fuppon En<npbunl ARCHITECT: BY: . .._.. _ ? AIAOOCFturuxrTn. . ?a?-?..?r................." ' ....... ..ONT7NUA710N SNEET A7af)pCUMfNTl.:(;) • AU DoCUmtnl C,701. APPIICnTlON .\\V CEKTIfIC.1TC kUR P.1YMEr:: ..oniainini, COnInCIOI'f ligncd CefUi,cdlion i? juitnon. . In iabulmom below, imounis arc +i.vrd io :he nrjir>t dnll.r. L'u Column I un Conuaas where +.???r?lc rri: inigc inr Lne ilems m.i% :pply. i r ? ?. / 2 p, 3 :\PPLiCATION NUMBfR: .1PPLICnTlO`1 DATE: PERIOD FR0N5: TO: nuCHITECT'S PROIECT NO: 1001.11 A e C D C f G . H 1 wv WORK CO lf T(O OanitEi[D O Tnt C ' ITHt DISCRiPliO% Of wp-•. SC1+lU?lLO vnlCl . pph<anon TA n A nn STC?CIU 0 t' ( oALAN? TO /INISH R(TAINACI i ? Y/f\OY1 •.p;ilfiabum \YO.4 in /l.c¢ SIOICd HIfI111? Ino1 :n D or L) 70 DAI( 'C??1 0101 General Corlditions 20,525 0220 Earthwork 9,600 ' 0261 Bituminous Paviny 6,995 ' 0280 Plantinqs 1,500 ? 0310 Concrete & Masonry 25,952 0510 SCructural & Misc. Meta 3,855 ? 0610 Carpentry 25,868 ' ? • 0618 G1Ue Iaminate 24,800 0622 Millwork & wood Doors ' 12,700 0720 Huildinq 2nsul:klion 98II 0790 Metal Panels • ? 7,993 / 0751 Rocfing & Sheet Metal 14,765 ? 0790 Caulking 825 0870 Finish Hardware 1,558 0912 ' Stucco 28,400 092? Gypsum Drywall 7,133 093 Quarry Tile 2,081 095 Acoustical • 800 096 Caspet 6 Resilient 3,303 099 Paintin9 4,klE7p . . . su oocl•,H?r G•ui • t,..?..• ,. ,. ,?, • ?:.. . . , . , . , ? . . t,'r. - fn! ???!r.:. . ... ? . , u. ...,.. ?. .. . .... . . . . Gi03 - 79; - . . . i? . . . . . .. ' IO?LL 1]2 `• ? EXA MPLE + 6 ? PROJECT SCHE?ULE 'ROJECf gVMAI- LOCATION?SIV?? UQ f„f?V'? "?GII 1j"? DATE ? r lo. I DESCRIP710N AX?-r l7r--r( CALENDAR PERIQD ? COMMENTS ? ? • ---- {-V? ?=`_ ---- ----- --- 11J10 1 - -- -- _ - - LPV?1,ll? _ _ ----- - ?---?_ --- ??-- -- --- - ? _ : - -- U /+L -- -- -- --? - ? ? ? . , --?--- --- -? ------ . ?Pf?31-1T --? --?- ?--- i ? ? i : aTr?7 w.wo---- - ? --- - - --- KLnFl1?l9 -----? - . . . ; - ? -?---? --- _ _ _?..-?- , ----• - ; ? -- --_. t ? i , ? M r I i i? ? i ? , ? • ?--- ? i i ? ? i i ? . ? , 1 1 RIUM ? M-WAu, i ? i i ? ? ? ? ? ? ? I • i I ^ I ! I i I I i ? ? __ • ? ? ? . i ? i ? i ------ --'? - - = -= ------- ? --- --- -- - -- , - . ? •- --- __-- ---- - , ? . -- - , - - ------ - • -..-- -?- ' - - ? - --- - . - .-? - ----- I ? --- , --- - - ---- -- _ ? ? ? ? ? . _ - _ - - - = , . ' ---- --- - - _- - - ; I I ' . - - - - ^ ? . ?'----=- -_-- -- - - -- -.---'?--- ----'- -- - - - --- - - -- - ------- - - ??_. = - -- --- - -_? -. --_- - _'_ ----- - =-- --- - -_- - - _ - --_ __ =_-_.-_ ---- = - --- - - -. - d NATIONAL CT'Pl' IL1NK 13ILI.INGS . . From 'fo Gross Labor D1u[rrial S. C. $ P. 0. Fee 1) Sturt I1/.;0/,S? S 80,440.08 $ 14,115.38 ;.i1,G;;0. C5 y 31,444.05 $ 3,200.00 2) 11/30 12/31 162,299.98 37,403.82 21,."9?, 96 98,220.20 5,376.00 S) 12/31 1/.;1 /8 :, 243,239.75 19,469.90 1(),715. ()1 204,733.94 8,320.00 4) 1/31 2/2S 179,468.06 46,090.86 13,•994, 30 114,123,00 5,760.00 5) 2/28 3/.il 237,877.8S 31,948.35 26 ,969 , 3t) 171,279.61 7,680.00 6) 3/31 4/.;0 423,899.09 41,470.92 49,903. 78 318,444.39 14,080.00 , 7) 4/30 5/3t 231,509.43 16,102.72 6,175, 92 201,550.79 7,680.00 8) 5/31 6 /30 191,804.46 17,066,68 6,8E15, 12 156,741.10 11,101.56 9) 6/30 7/31 125,690.09 17,591.56 S,169. 19 94,433.90 5,495.44 10) 7/31 9/3; , 33,698.38 -- 25. 19 33,673.24 '- 11) 9/25 11/1 30,387.51 -- 9,165. 50 28,724.01 -- 51,940,814.68 $241,260.69 $177,492,76 $1,453,368.23 $68,693.00 EXAMPLE + 7 APPLICATION ANU Ci:?t rii iCn i i_ i 0iz PAYMENT A,n ,uuCunuNr c1:0.1 TO(Owncr): Itaitibow Uuilklcrr., lnc. rr;O1LCl: Parkw:iy I'lacu 'I'ownhousc:, nl'Pntniiuririu I.1 szs Gasc 16CI, sEI.:Ci • Minneapolis, NW 5540•1 PII:IUnIr.Uni. 9 / l/k15 1u.9/30/85 nTTENTION: CON7RACT FOR: AKCI II ftCT'S PKOJCCT NO: CC)ull;nC l unll 9/20/84 App6cetiun i, Inadc fur I'.ipumnl, .iy •.hu?vn lu•L??v. in cunmc[IiUn widh lhc ConltaCt. Cunliny46041 $hn¢I, AIA UuCUnicnl (:711 I. i..?ll.uhcd. TLV PIUSQItI>1J1U5 JI llll' ZCCUVIII fur Uu•. C??ntiatl n aa (ulluws: OkIGINAL CONI'RACT SUM .. ..... . . . . .. . . . . . .... . S 2,216,000.00 CON7RACTOR'S AI'f'LICA7lON FOf2 PAYMENT ?.Chingc Uiden appror in previuus months Owner TOT. nppraveJ ihi5 niomh Nun?b??r Oatc Ap iavc 1 - 13 TOTnlS AUUITIOW I UIUUf IIUN! • 72,342. Net changc by Change O,d,.,, ------ 1---7z • ,6;.-- --J - - 7hc undcrsi6ned Caninaor ccrtilica 4h,L m ihr br,i oi b,. p??? inlormalion and bclicl ihc WurA cuvr,cJ Ly u. ? /? Paymenl has been completed in accordance ?„ }," ments, thai all amounls have bcm paid Ly hin, It, j? previoui CCqiLedlci for ('aymenl wcrQ is)ucJ and , Irom Ihe Own¢r. and Ihil cwrcn" p?ym.•ni ehu,.n h ....., Cor+TttnCro2: WATSON-FORSBLRC; CO Br: u.u, 9 30 85 Net chnngc bY ChanBe OrJcrs q 72.342.00 ..................... CONTRAC7 SUM TO DATE ........................ $ 2,288,342.00 70TAl COMPLE7ED !4 STOH(U TO t)nTF ., ,,,,,,, 5 2,185,634.00 (Column G un G707) 1:SC1'OW , zuu . x[rnir,nce 5 / ......................... s 109,282.00 or total in Column I on GIU3 TO*,1 - uss kIErniNnci ............ . . . 2,073,152.00 b -#? B CFNTIfICAfCS IuR PAYMENT .......5 1,978,742.00 CVHRCN7 PAYMENT DUE ,..... . . .......... rAi.l Orvl (11 1'AG[S Unlnbution to: ? OwnER ? nRCI1ITECT ? CONTRnCTOR ? O 94,410.00 Stdw or; t 1[ennepin Sub?cnbcrl >r?d,5?4T1t lobelure•n?eih.'•?l'.?'M>:.Yul ?CC ?1') Pul?liU.`t,tj?: :?7?fl:;:?, .•. , i I.rv ?. 7?] Noiary J?ZG^-(./t i' My Commt,sidn'.ckpires: ""O;;`?,.:,'; ( ? ARCHITEGt'S CER7IFICA7C FOR PAYMENT n ucordance wlih ihe Coniiact Documenie, b„ed ?m un??le u6,cr. ,uions and ihc data comprising ihc iLovc appliwlltin, ihc AniwCa ?I 10 lhC Owf1Cf Ifldl IhC WOrk Lie pwFro:,cd lu Ihc pmnl ndiOled: Ih]t W Ihe be51 ol hn Anuvvlcdgc, inLrnnalwn ?.id IirLrl, he quolily ol Ih¢ Wbik is in dCGUnlintc ?nth ihc'Conb?ii Uunw nL'015; JOd IIUI Iill' COi111JGUf N CIIIdIcII lu p??iucnl ul lhr AAIUUN I ZERT;FlED. 11A UOCVAI[NI C.7U2 •/.'1'll(?AIIIIN ANU I IKIIIII \II I??K I'.11nIINl • hl'KII 17/11IUIIIf)N •.?In' • u' I'1'U ?IIC AMINICAN INjIIIUII OI AR(111111 I\ I!I'- IJI1\' ) tI K/, i\\'INlil, N\\', \\ONIIINI.IUN. Ul. :IxNh, AhtOUN7 CCRTIFIED ................ . . . .. . .... SL '7)?'? ? fAnich caolanafion il miounl trnoiicJ diilrn buni div .uuuun? nppLed IoiJ ARCIiITEC7' • ? ? ? / ?? I • ? - ?).?ic: ? , :? \ 1 Tlu> CctldiUlc is nol ncgulidblc lli? .q.?IUIINI (?I I:III II I) u p.iydbll' only lU Iill• CoMlMIOf named ?iricin. li?uancr? Pdynionl .inil aiir?il.u??r ul ?i.??mrnl air wilhouf prqulll[C lo dny uglil, ul Il?r ( 7???n?•r w f?unli.u I?q ?iwL?? 16?. l unb.u I (:)U! - 1978 CONTINUA710N SHEET Ain nocunacNr c703 AIn Document G702, nl'I'I ICA (ION nNU ::I.I: 111 ICA 11. I Ult I'nYMCNT, conliining Conlraclor's Signcd Ccrtiht,Ilion iS.inJahc(l. In tabulalions below, omounls are staicrl io Ilic ncarest dollar. Use Column 1 on Coniraus whcrc v.iriabic rciainagc fur linc itcros may apply. rnct nl'I'1.1( i\11()N NUMIII:K: 13 nrruCnium unl'[: 9/30/85 PI'Riou fROnn: 9/1/85 T0:9/30/85 nRCi in CCT'S PKOIECT NO: or rnccs n n e o e v ' ' 1YnNA COAiPI[ilD rU ( ()A?I'll III1 IUI ITEM O($CNII iION tJf \\ l)KK IIII1VllD pAtANC.E NUAINAflL NO. \'nIIII. hl4 ApPhCJlllll. A ' ' I' •;:• lf) IINISII I4lYlYVf I II O I)? C. CI AIIPbaJ11f111f Wllll n I'IaCI Slol¢J M.IICII.J( InW n U w U II) I I I I I IC-(;I Carchwork 64,300 64,300 4,000 64,300 100 -0- PaVlrtg ]5,900 8.000 7 900 lS 900 100 -0- an sca)ing rr?l;? 24,350 9,050 33,400 98 500 Concrete F, Plasonr 212,200 212.200 11,00f) Ill -0- Driek Venccr 131,40 131,400 131,100 100 '0- c a 22.000 -)-, (i 100 -- Carpentry htaccrials 264,000 264,000 3,000 _ 264,1.00 I00 -0- Carp-cntry or 168 000 ') Roof Trusses 33,900 33,900 33,900 100 Dimonropfiiji, r €' 6,300 Vapor 6arricr/Insul. 37,800 31,$40 5,960 37,800 lOD -0- 16100 14,000 ? leo 1 (' LQO WJ Drs/Trim/Ilclwc 67,600 61,450 2,154 I 63,600 94 4,000 arnre Doors 12 400 12q 1 (i __ Windows/LnCry Uuur? W , lOG,UUO U0l) ??z 10? lUU -D- Tiic 22,000 ,??CA[VtP 100 LE ? c,3 8,000 CarperlShcet Vinyl ,x. ,oo ;.r ? Painting 1U1,000 15,719 89,000 SR 12,000 Toiler cs 7,000 ? Fireplaces 14,200 14,200 14,20G 100 -o- Clos-ct 3,200 Mail Doxes/Signs 3,000 1,470 , 1,470 49 1,530 Cabinets 36.000 Appliances ' 37,000 37,000 10,719 37,000 100 -0- ? u 282,000 0.7f) Ull Electrical 64,000 47,150 9,850 . 57,000 89 7,000 oncl 27,350 27,350 27,3:0 100 -0- olfflp r, RSO ?S8 ?on 8 rno I i AU DOCUAI[NT C703 •(_UNIINII,\III)N VIII I • N'NII I1J711 tDIfION ' Aln" • 0 19)is THF AM(HICAN INSTITUTL qf AK( IIIII I 11, I/ I', NI\V Y(1RA Ay[,, N,W„ WqMUNGI(1N, I).(.. :U(NI(r rJ703 - 1970 PARKiJAY Pi.nci?, r ,- CONTINUA710N SIIEET Ali1 DOCUMEN7 G703 nIN Document G702, APPLIGnTION nND CC.RTIfICATC fOR PnYMCNT, mntaining Contnclor's si6ncd Ccrtificaiion is auached. In Ubulaiions bclow, amoum, .vc 11.,wd to th'• ncarc+i Jull.?r. Use Column i on ConlraUS whcrc var4ablc rciainagc lor line items may apply. rnGE APPLICAIION NUMUCH: 13 nPPLKnnoN t)n7[:9/30/85 111 1:101) i hOnt. 9/ 1/85 TO: 9/30/85 AR('H1T(C'T'S PRnlffT NC1• OF A B C D E F G H I li[M OCSCRIPi10N Of WOKK C WONK CpniPIFTEO roTnL COMrLcr[n 1 H[DVlCO Thi /. li nnlnNCE 4ETnINACE No. vnWE pp s CaUnn nn+n STOK[D / T6 lINISH p.c?iovs AppLCalions Wo.4 in Pla<c $toicd Materyls TO OnT[ ID+C+II ?q:.?? (C-G) •(no?mDorE? Change Order #l 1,550. 1,550 1,550 100 Changec: Order li2 21,98L 21,981 21,981 100 Change Order # 3 31,100 , 31,100 31,100 100 Change Order N4 (29,143) (29,143) (29 143) 100 , Change Order NS 13,626 13,626 13 626 100 , Change Order x6 3,325 3,325 3 325 300 , Change Order N7 3,564 3 564 , 3,SG4 Change Order xg 10,575 10,575 10 575 100 100 , Change Ordcr 7f9 1,494 1,494 1 494 100 , Change Order N10 1,246 1,246 1 246 100 , Changc Order Ifll 2,836 -0- -0- 2 836 Change Ordor 412 1,174 1,174 1 174 100 , . Change Order N13 9,014 • • I 9,014 9,014 100 F::XACVtPLE' # g 2Sti,:i•I2 2,086,255 )9.37') Z,IM!i,63q 85 102,708 • • - -- • " 1 - , 1 1 • nrnn ruu IllnlOfa • AIA' • ID 111711 TIIL Ab1lNl(.AN IN)IIIUII (11 AI41 II111t I'. I: I'. NI1Y \IIAA A\'1 . N.\Y, WA•.IIINI:I, IN. 111 :IhMtl. c7oi - i97n - i. EXAMPLE + 9 2J7M-Rece7Ft anE W,Wu c! Nechmiu• Lkn. ...'.. .. ... . . RECEIPT AND 1VAIVER OF MECHANICS' LIEN RIGHTS (ADDraved b)' Mlnncapolca P.ml Cecnl< GoerE) N. B.-II Is imroncr.t LAnt lhe folloa'in6 direcliom be ciouly followcd es otheru'ise tAe recclpt W1LL NOT Dli ACCEPTk:U 1. Thu 1: a LEGAL I\57RU]1EKT and muet De <xccutcd nccordingh' D>' of.icce a( corporations nnd by pertnete m [o-DertnenTiDS. S. It ie importnnl that Af.l. the bienl:a be tomplelcd and Ihe A:40UNT PA7E) 6E SHOR'N. 7. 1! paymem is not m 1Wl to dete, ao sule, SHOW UNF.VU IL\LANCL'. and stnke oul Inst lhrec lince plaalcr- 6 A receiDt air.uler lo thh or le6el wnlver o( Ltn, tiElaa wtll Se reaw:cd lor eil Dlumb+nd. hwbn6 and 7n6 mat<ria7e. ett. ' S. XO ERASUP.k:S OR ALT£RwTIONS 11UST SE TiADE. .?....._..._._?._..._.._9...... 10_.......... ............ Ys_85...... _ (n.ee) Five Thousand Eight Hundred The v.ndersigned ackna:cledgu h2viuQ receiuerl p¢Jmenl of ..:.----.....?.. __....... _................ ................. ----............ Ten Dollars and Eighty Two .Cents- . --,-.---.-..-.-.-___=._WDOLL.?IrS, rs?5.r_81o.82 ? _............ ............. _......... _.._.......... ---...._..__........ ...-. - .cwmount reiai Title..._Ins.,..._Cc...... ...... .... _ ...........................i„ /rtIt. ?,<?,?,,,r?,r o/ Frot>L Berkins ..... ......Re. .....st.. ....- _ _ ..... JLS .... ....._ .In........ . ._ ........c (\nmc of PaYOr) ait ...Grading...ann...Excavating._ ......................................._......_......-. -..... _.... _...... ........................................ ............... (Kmd of DSniennl ar I.eDvr) ......................... ...........................:........ by the undersi;recd drlicerrd or f?eriiis/icd !o (or nc??/n;•,»c1: n;.) _._11?5_1.?est IIroadway S't. Forest I,ake, N;n. (Slreel Addresa or Le6ol UcaRi7tiun) and for s¢lue reccic•td licrcliy 21'airrs uil rifLfs which iiIaY kuvc Lteil urqiured Ly flte undcrsiRitcd Lo fiie mec7tmaie's Iicre aF•rinst sard pramisrs far lobnr, skiIl or trafrrial furnishrd fo said pr'cmiscs prior fo ihe date Leo•eof. • PLUAIBiNG, HEATI\C and PLASTERING 5o?;s..... ComDanie.s ................... ? Contra[tois mll5t Sign statemeni On Teverse ....... . ---... „.. hereof. Office .I•. .?artner .. ............... . ................................ (Title) Add)•css...930._.?v_luth...S:t....... S.t...... P.aiul., .... Mn . E i ? ? :?nb:?3::?.:>:iE aD?.: ig:.E`,?...?.?e:.. Nc>::, e:::$' S>?.r.:.yis<.y:v?su?'??;?.•YaKki>.3?ia? E. ;'si'. .... ..:....::•;:Cn.z,....Ak:::n<:.f.y?kro.:u.<¢:a:.....a.: a:°a y? rd k. < - PLEASE COMPLETE FOR ALL COMMERCIAUINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT. DATE: 6- 2 5- 9 3 CONTRACT PRICE: $ 6,400.00 NEW BUILDING x INTERIOR IMPROVEMENT WORK DESCRIPTION: install I1,new exhaust fans and ductwork. FEES i TELEPHONE #: 544-8747 , 1% OF q)r"IvACT FEE $ Fees waived by city PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 , STATE SURCHARGE $.50 FOR EACH $1,000 OF PERIPI; FEE. TOTAL g waived SITE ALDRESS: 3501 Coachr.ten Poi'zet - Ea;an, MP7 55122 OWNER NAME: City of Eagan TELEPNONE #: ? TENANT NAME: (IMPROVEMENTSI,ONL1') Eagan Maintenance Facility INSTALLER: General Sheet Metal Corp. ADDRESS: 2330 Louisiana Avenue N C?.1,: Minneapoli?s STATE: MN ZIP CODE: 55427 CTI'Y INSPECT R 1993 MECHANICAL PERMTT (COhIIbIERCIAL) CITY OF EAGAN II 3830 PIIAT KNOB RD EAGAN MN 55122 ` (612) 681-4675 ?. EOe E* Oew I? 6pphcabom tWp _...__ _____....._ ??.}.y_,._w. ?_--___.....w_.??.. .. .? ?...... ? ? 7? R If'1 \ X ? ? ? ? 03M ?stia ' PBwl ' _ • - ' - _ . - _- Swch PID Seerch'Hmse' conwrwte ? ???? Wwnwt lp"Wrrot q ? ? ion MF?? I ftoon Asses"akn Em• Pro .. 6onkm ,'.. 8 T ] " '- 2pp3--iVe«antv Oeed. InCwlaval :o corooratlon. Fnrm No. 3 rnm, a uniform'Canvevancina elanks psau ? N 1' November 67 ...tlu.y o/' ....................................._........, 19..........., bi$ ttbetttUre, ?Nade Lhis..._...7'% ..................... . between ......G.XIV? ...J. HdX...dAd.MiS.iam. R....Hap.,....his...wif.e.,..._ .............._ .....__...... ..... .............. ........... ........_.. , ued SGzEe oj'._ Minnesota,__.. nj ttie C,u,uty n/ Dakota .. ....._r _...._ ........................._.. YW•t . ..ies. o?? the fti•st part, anl_.. _Towq._oF Eagan,_a._municipal. corporatiqn,,..._ .... ......__..... ... . . . . . . . . . . . . . ............... ......._.......... .........__._...._............_._...._.........._.......__ ._ ._.............._... _..._....... .._ . ... itr/, a coryurataaa under the Z2[un of f$C State __._. . MinneSOt d. ........ ._... .... o/' f/r, sivm?il I' of...._...._..._..... ... _.. ' VAftqC8621b, 2'6at t4c n•aid part_ies_ ._._of l.lie first yurt, iu ro?Hri?lrruiiun n/' Lhr x<ern nf ... _.. ...... One Dollar andgther_..good_ and_„ /n_.. them _.irz Lu.ntl pmid bp tha arotid part.j/ of the arrnrzcG Purt, Ulr r,ryd n•Lrrruf ix Lrrdny ra6ieoaulrrl?r?2, afa '_"'Iiere,Ly Crant., Jlargain, Se7,l, rauL L'anvrp unin !Lc n-uid pm?G,l o% the nrrnnrL Pwrl. iL, euref•nnnrx "unG <esaignv, Ir"reuer, uLl the d?ctr,E...._.._?"r7N'rrrL __o) lrriuL [ilui_ uirrl briro$ iic lirr ( .mini;/ Dakotd ... ... _.. .... ..... ..... . ..... ... ._ .u rztl Skcte n( dDancnuAU, rLcvrreL,! rm !nL(urus, W-wit: _ ._. u/...... The 41est 500.0 Feet of the North 1,742.4 feet of the East 1/2 of the Northwest 1/4 of Section 16, Township 27, Ranqe 23, Dakota County, Minnesota, containing 20.0 acres. SuLject to Yankee Doodle Road, also subject to an easement for road pUrposes over the East 30 feet of the North 900 feet thereoF, also subject to an easement to the Northern Natural Gas company. Top,ether with an easement for road purposes over the East 36 feet of the West 530.0 feet of the North 900.0 feet of the East 1/2 of the Northwest'yof Section 16, Township 27, Range 23. DEED TAX DE T UEED AX l ? ' { .oa $10 co 6tate Dee3 Tax Stamps Lue nereon 433.00t0 )bdflC 8IIb t0 J?0lb t{J2 gPdtllt, Tugct7ier rCtt4 all flu" Lrr',-dihru.rn/.v ai:.r/ nppu.rGinen""es lh"- oenW bv7,orzging, or irv 2nyuaise wPPerE¢irzima, Go EJer. sned pnrt7l nj' SLr .vr,nmL prnJ., il.x renrer.e.,ur, nnd ussioas, I'orevrr. .3ntl the said_....Lyle...J....kWy_and.Mir.iam...R_.Hay->..his...cai£e'....._..........._ ........_....... ._...... .... ...._._............ .......... ....... _ ................... ._...... .... ._........ .._............. .._ .__ ... ..... _......... ....... pprt.ie.9_.. of tlu; firat picrE, f'orSLtRmselYSS..SheiL?...heLa, rsr,nfors nud i.d,nfninlra(nrx, dn__"__ covenant avith tha s:cud party of the secorzd pw•t, iEs riu'cessorx antG axsi.?as, Ghmt tkley.-.ar.e-. ...._iuel! aciaerl ire fec of the 2a,nds and premiaes aforesairl, an*l 7ea._SfE..._ ..6ood r0GE to s.;lG anuZ rorevei) LJve aur,ic in m¢nner arxt2 form, aforesaid, mmd th¢t the same arc free from uZl imrumbr¢nres. ,RratL the aLoue bara¢ined and grarzted l¢nda ¢nd prernisea, in the quiet and pe¢ceabde posszssion of the s¢i¢ vm-ty of the second part, ite sucecasors ¢rzd assig7as, aeainst a'b personc LawfuZly cZaimirzg or to eda.im the aahade or ¢ny part thereof, subjut Lo incumbrarzces, if an.y, hereinUefnre merzZiarzed, the s¢titd p¢rt......1?,S._....... .... nf the firat part widl Warrant arzd Defend. 3iIl aC¢#fimOttp MIJETEOf, The eaid parties._._...._of the fcrsf, poxt hase...__..?eereicrzFo harzd._5..... the d¢y Rnd yvar fcrsE aboae written. I In Presence of / , `? ?. / / ?? ? _' Otatey- ?uf f`yB?lin?ne?ota, ,,. cauncy o/ --}iK`?' ..??-r.- -- ^' ? November 67 _'.._.._....'...._._.._.__ „ 19..._ ., before m,e. this..._. ."_'__._.._..._..da& oJ__._'_ ' - _.._.__- " On ."._.." - m _ Notarp Public ______ ,_,_tv:thin and Jor aaid Cowrzty, peraomaldy oypeated to me knoum, to be tke pereoa...S..___...described tm, and wko exeowted the foreFoinp instrument, ..._..------ ".' .'__...."_.' ""__and ¢cknowdedged tfin4.._.._S...he..Y..'.... executed the same aa......_their......___----------- free act and deed__.__..;_:..._.. peNaal i ? _.,? . ........ -- --?-- - --------- ......_... ? ? i`ofary Publtc.__.._....".._.._......_"...._...CountJ, Minn. r/ .My cammiasion expirea._------------ ----------------- '_----- 19____.. xma: rne et.nelwn ?am •?s.. Nm: •?e r« ux wu? me tme+meee ?, ecemcea MI. t.«. 3EAN E PARRAttTO ??Y PLOLc. Ran+9eY Cwtqy, Minn. ' 7?Y Gomauus5yi Fsp4ee FCD. 28. 3974" ? W ?. - W ° ' 6 ! O td: y i •: O . ? ? ? ?? 4' 1 ? ? ` ? ?`..+ . .N : p o' ? . j ? . J i ti i . ? i . . Z o p F Gi Gl! i v? m _ p 1, R?? eJ V i "2?' F q: . O , ? r z d s: w? w ?? i ?,<-? J. ? J. • E i ? d e ?? : i .3. cd e6 ? „ ? f ` ?' i ? w : ti : ? ? 0 ° m ? ! "y ? I m'd ?' l ? O '•1 ? O; N s . . . Ci ? i W d o q 'n ?. W i ry ? W ? ? ? r '1?8 rrant^ ro.=. :teal.*,t> F. C. JACKSON urio suRVerore R[GISTERED UNDER LAW6 W 6TATE O? NINNE90TA LIG[NE[D BY OROINANCH Oi QTY OP MINNHAPOLi6 5618 EAST 55rH STREET *ucbepor'g QLertificate ? ? G------ - -.? _ ?_ ?' -"? ------ -- -- ? t' p a ? o ? c?l?, oll o " ? V /7f-2.¢ -- ? -? -__---------. _ ?" - --?i Or. B[s9f3 15:)-G4 l?G"?.... ?•?- GD•' o IJena'-._ _Z?ror, --- ?-------- - '- - --- - - - /T¢2.4 -Np?/ %f Sec. /Z, T- 27 iQ-Z3. I HESEBY CERTIFY THAT THL ABOV6 IB A TRUC AND CORRlCT RAT OP A SURVHY OF - 3 ? a ? >h^ 6jest 504.0 `oet cf t,ne :io:';h 1742.4 ir;et of t.Yr Etta.*. 1/Z, ;;` Y,he ;Jorthwi:at 114 oP Sectir:Z 15,Towri: nip 27,ka:ige 23,:)a;iotu Co!iiity,fA?trtascta„ Containing 20.0 acrf.s. :Sub„-ct tn Yaiikee Doodle Y.oa:r,also stibject *o an easpment for road pitrpo:+es n-Jor th,a r;ast 30 feet of t'r:e ;lor*.,h 400 £eet therao.°? siso sublec+ to ar. esseuent to the Nor*..h9rn l+c:tiire;l Gas Comnan-r. ToL.ethFr :,I*h an eaxa-r,7ent for roa,i: p1trposea over ?;he Eust 30 feet of the YJest 530.0 feet of the Itortn 900.0 foet; of the Esst 1/2 nf tht3 7Io2•thwest? of SectJ on 16,`?'ocvns5lp 27,1tr:r.,;e 23. AS SURVEYED BV ME TMIS--so t1-1___..DAY OF--VC4'• A p 1967 ` SIGNEC---- ----- F C J KSON pq. 4-4681 1 ? / ---- ,?4T_ - EGISTRATION, NO 3600 Fittings • Water Well • Industrial Supplies Minneapolis St. Paul Duluth Detroit Lakes St. Claud Brainerd Sioux Falis Fargo Rochester Eau Ciaire (612) 588-7811 (651)489-8831 (278V27-6670 (218) 64IA211 (320) 25 9-6086 (216) 828-4242 (605)332d444 (701)29e-3210 (507)529-1284 (715) 830-1800 ? ? ? t., f ! Sr't,U r7 +4 '?? Y tL ?#' rGO `- ?, z„ / Ja ? ? ; _ ? ??t?fE? ? ?. ?' ? ??;!-; c? F ?? i???u, ?, - D? $an F ?AV v i'd?? f?? ?? E, wc?? ?? ? ? ? `? ? ?«' 3 ? ?? ?' ?`?.?r?'r? ?{r,?xP°??•<. .Y. ( : i? _ ?1%?.•t ?? - - ? ?? f? . ,., ? .` l? . ?' ? . = _ . f' ? [? DY - a?:5lub815? d?r?fsv?-0d?btla bJ6tr'S ; GOODINCOMPANY ? ?HIYi?<SRl NJ Plumbing • HVAC • Pipe • Valves Sectfon 15600 - Plumbiug Page 1 of 2 SECTION 15600- PLLTMBING (DESIGN BUII.D) PART1- GENERAL 1.1 SUbIIvIARY A. Section Includes: 1. Provide all labor, materials and equipment necessary for complete installation of all plumbing systems, fixtures and piping indicated on the drawings a nd specified and scheduled herein. 2. Provide all supply piping from connection to ciTy water stop valve to all fixtures and all "waste and vent piping. Waste piping shall be carried to a point approximately 10 feet outside building/paving line and shall include connecGon to sanitary sewer system. 3. The Contractor shalt be responsible for engineering of plumbing systems. B. Related Sections: 1. Comply with Section 008130 - Supplementary Conditions for Design Build. PART2--PRODUCTS 2.1 WATER PIPING: A. All underground water piping shall be type "K" copper. Water suppties a6ove ground shall be hard drawn copper tube with sweated joints. B. Water supply piping shall be concealed in frame walls and in masonry walls in finished spaces, except water piping exposed in SERVICE Room. All water supply piping shall Ue designed to drain down to fixtures or drains for winter shutdown. c d- 2.2 WASTE AND VENT PIPING: J?Dvt ipFk )PS4? ? A. Above Crround Sanitary Waste and Vent Piping: Schedule 40 galvan>d`stee] ot ne-httb-mst B. Inside Below Crround Sanitary Waste and Vent Piping: Service weight cast iron. C. Clean out Fittings: #58330 flush bronze adjustable with bronze cover frame. D. RooFJackets: Vent stacks from waste and drain lines shall be exYended at least 12" above roof, and shall be encased m galvanized imn frost jacket. 1. The top of the frost jacket shall be designed as to permit the insertion therein of a testing plug of such form that it can be readily seen until removed, and said ptug shall be removed at once after final inspection has been made and approved by the plumbing inspector, the vent pipe shall be cast iron where same passes through roof slab. 2. The minimum size of any vent passing through roof shall be 2" in size. 23 FLOOR DRAINS: _ A. Acceptable Manufachuers: 7osam, J.R. Smith, Zum, or Wade Manufacturer B. Type, material and construction: qY- 2 I. Toilet Rooms - FDl: #30600-AJ cast iron body, Nikoloy adjustable strainer and integral "p" trap with backtvater valve. ? 7_ 2. Seivice Room - FD2 (including sink): Provide drains with removable sediment basket. 7AL Architects Ltd. 06.15 Seetion 15600 - Plum6ing Yage 2 of 2 PART 3 - EXECUTION 3.1 PROTECTION A. Protect installed products from damage from weather, condensation, consh-uction, and other causes during remainder of the constrvction period. 3.2 TESTING A. All work shall prove absolutely tight under required tests. All tests of piping systems, except final tests of completed systems, shall be made before piping is covered or connected to fixtures and equipment. 33 FIXTiJRE SCHEDiJLE: A. Fixtures may be equivalent fixtures to those listed from alternate approved manufacturers: Toilet: American Standard Instanto Elongated, 2511.012. Hanger: 7ason, Wade, Zum, J.R. Smith. Valve: Sloan; 143 or 144 series concealed flush valve with vacuum breaker, and ADA lever handle operation. Seat Church 9500C white. Z i Urinal: American Standard Washbrook 6401.011. Valve: Sloan Royal 190 Series concealed flush valve with vacuum breaker, and ADA lever handle operation. ? Lavatory: Integral to countertop (by others) - provide drain and sh-ainer. ? Strainer: Equal to LK 174 grid. Faucet: Chicago Faucet No. 857-E12-669 / ?- Wall Hydrant: Woodford Mode174 G 0? ng Fntn: M.D.F. mode147S DC with jug filler, color to be deternvned. 0anger: MDR-39 at Masonry wall ? Water Heaters: 10 gallon elech-ic water heater Rheem 6AV-105 or equal. Provide bracket for wall mounting over Service Sink. END OF SECTION 15600 7AI. Architects Ltd. 06.15 2007COMMERCIAL PLUMBING PERnUT arrLrcaTroN " CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN AIN 55122 657-675-5675 Date2C /477_ sf Site Address C? E L' e^c 1 k1?t 2 , 'm F.' A+!° Unit # Tenant Name G)'?y c ? ir a ?:. _ Former Tenant Name J ? Property Owner e ? e-i `. e? t? Telep6one # (4' ? ? Contractor Address City State /y jJ Zip Telephone # {6$( ) ,3 ] % - 1tj47Q License # Expires: G) F Tlte Applicant is _ Owner ?C Contractor _ Other Work Type _.,-New Bldg _ Modify Space _ Irrigation System** Yes K No Work in public r-o-w / easement? _ RPZ _ PVB: New _ Repair/Rebuild _ Replace _ Remove Rain sensors are re uired on irri ation systems Description of Work o,.r` i41c? }i: -seve"C T ? le 0 ? ? to Ll.d To inqmre if Pressme Reducing Valve is reqwred on new service, call 651-675-5646 Meters - Call 651-675-5646 to verify that hydrostahc, conductivity, and bacteria tests passed prior to uickinp p meter. Irrigauon Size & T}pe Avg GPM 2" turbo req'd uriless smaller size allowed by Public Works Fire Size & Price 3/4" meter $174.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Perntit Fee $50.50 mrninnum (includes State Surcharge) ContractValue $?g? 1% _$ Oc PeinutFee $ .."-7i Meter(s) Required on all new buildings & boulevard irrieation svstems $ -?" Radio Mefer Read $ State Surcharge fPnermit fee is less [han $1,000, surcharge is $.50 . If oermit fee is more than $1,000, surcharge is $.50 for each $1,000 owttl. -____"___'_-" Following fees apply ivhen installing new lawn irrigation system $ Water Permit Call [he Ciry's Engineering Depanment, 651-675-5646, for reqmred fee ainounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge et, ? Total Fee I hereby app!y fo* a Cemmereial P;umbine Pe:r.iit xr,d 2c'.mew',edge ;hat ;he iafo;mation is comple:e and accu;at.; :;;at the work will te in con.`crosnce wi.h the ordinances and codes of the City of Eagan and with flie Plum6mg Codes; thae f understand this is not a pertnit, but only an appliwtion for a permit, and wtlrlc is not to start without a pemirt, that the wori< will be m accotdance wrtU the approved plan in the case of work which require .a rev and appp I of plans ,„/y ?? ?l lY' ?trYl. ? Sf? .?7?a f ?l'' . . .r App canPS Printed Name Apphcan?J Signatu-? ??? . . , , . , . .I . . _ _ _ ~ , . . . ~ ~ ~ ~ . . . - ~ . 1 ( _ ~ ~ :'j ~ <; ~ ~ ~ I cu _ , . . ~ Vj _ . . LL . I ~ ' ~ i ~ . , ; . i ~ ~ ~ . • ~ . . ~ . ~ . i ~ ~@ ~ ~ ~ ~..4 ~ ~ ~ ~ , i, i ~ I . . . i 4 ~ ~ ~ ; ~ ~ ~ i ~ , ~ I ~ ; ~ ~ ~ ~ O ~ ~ i ; ~ ~ _ I ; , ~ ~ w~_ ± 1 ~ ~~.~~.~a _ ~ ~ ~ ~ LEGENU i ~ 0 ~ Der~otes Iron Monument ~ Uerotes N drant Y C~g. Denotes Catch Bas.in w I M.H. Q , 0 Derot~s Manh~].e ` ` ~ ~ ~ -"~•M•~. Uen~tes OvexhF atl Electrlc Ca~.te > ~ -U. ~ r., i G~ Der,otes Underground Natural ~as Lii ri.c Ca~?.te i ~ ~ ~ ! - $ Oerotes 5anitary Sew~r tu.ral Gas ~ir-~-~ u?v~~P w M~N~ ` ~ " QO - -'-'~r Derotes Storm 5ewer i (O a cNi~N N~ lQ a , `'I I " -""U~ Derotes Waterm 'n a~ ~ a ~ ~ ~i ~ ~.V. o !'U `~~lv~ ~ ~ A q~ ~ 0 2 ~ ~a RqCl . ~ . m v.. ' 4~. . ~ ~ P.P, d Uerot~~ Puwer P~~e ~ L.P. ~ . ~ enotes ~lght FQ,Ie w`?- , ~ V . ~ ~~~~.1 a . .,I . ~ ~ ; ~ s Z ~ - ~ , , ~ ~ . ~ ~ . . . ~ . ~f i ~ ~ I ~ @os ~ i ~ ~ , 1 ~ i i ~ ~ i ~ ( ~ C~' 1 i~. .a+J.4. ~/i Y ~ ~d .y ~t l,l dC~. 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Use BLUE or BLACK Ink r~~ I For office Use x 1 Use j Permit Clay of Eap Permit Fee: 3830 Pilot Knob Road F I Eagan MN 55122 I Date Received: _ Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: j - - - - - - - - - - - - - - - - - J 2010 MECHANICAL PERMIT APPLICATION Date: Site Address: Tenant: (4- Suite RESIDENT / OWNER Name 1?-1r Phone: Address/ City/Zip: CONTRACTOR Name: L"_-t-t I/ E22-- License Address: Et c>, aC 31, City: f~6s -clt.~.,✓J-_= - State: Zip: Phone: - x "3 ~,/y ` d t a a-, Contact: Email: TYPE OF WORK New ___L Replacement Additional Alteration Demolition r-- Description of work: t= P44fl~~~c(ST ^I CtJ r rl r V 2 O -0 3rt., 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 PERMIT TYPE 13 Furnace _ New Construction _ c Interior Improvement Air Conditioner Install Piping Processed r~( Air Exchanger Gas - Exterior HVAC Unit Heat Pump Under / Above ground Tank Install / Remove) When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: o $70.50 Underground tank installation/removal OR Contract Value ~ x1% $50.50 Minimum (includes State Surcharge) $ Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50 - If Permit Fee is > $1,000, surcharge increases by $.50 for each Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). TOTAL FEE 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 b Int' formance 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 istart without a permit; that the work will be in accordance with he approved plan in the case of work which requires a review and approval of plans. i x 'Z-~`- L S ✓ x Applicant's Printed Name Appli i natur e FOR OFFICE USE Review d Py: Date: _ Required Inspections: Under Ground _ Rough In -Air Test _Gas trvice Test -In-floor Heat -Final Exterior HVAC Screening Inspection t f For Office Ussn ! Eap 1 Permit Ci y o I I 3830 Pilot Knob Road j Permit Fee: j Eagan MN 55122 1 I Phone: (651) 675-5675 Date Received: Fax: (651) 675-5694 I I 1 Staff: 1 I 2009 COMMERCIAL PLUMBING PERMIT APPLICATION J Date: 2- 3 Site Address: 3SO ~Oa e jj y` Q a' Tenant: C-1 v i'te PROPERTY OWNER Name: Phone: CONTRACTOR Name: 1'V t/3 ey LL L License OS90 -7S PM Address:93s-b &k-,&, ~u City: i!f'1 i Alxxr 4- f~ State W / Zip 3 L/.3 Phone9S-Z " 19 ~ V Contact Person: TYPE OF New replacement -Repair _Rebuild Modify Space Work in R.O.W. WORK Description of work: ..C_ o PERMIT TYPE COMMERCIAL New Construction _ Modify Space Irrigation System yes / _ no) RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Cali (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter 203.04 Avg. GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ x1% = $ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). _ $ State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ 1 hereby acknowledge that this information is complete and accurate; that the work be in conformance wi t`1 1. 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 n to s thout a rmit; t the work will be in accordance with the approved plan in the case of which require a review and approval of plans. ru ~~~MZ x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved By: Date: Required Inspections: -Under Ground -Rough-In Air Test -Gas Test -.-Final PRV Required: Yes No Page 1 of 3 s Use BLUE or BLACK Ink r For Office Use I Permit#: Q I City of Eva ~ I P ermit Fee: K~ 3830 Pilot Knob Road Eagan MN 55122 I Date Received: I Phone: (651) 675-5675 S F F r; I Fax: (651) 675-5694 i Staff: t-----------------I 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: , 5 1 Site Address: ASV M11 I WT, F740 Ll TV 350) C®achma i Tenant Name: 6 a9 u (Tenant is: New / Existing) Suite M Former Tenant: PROPERTY OWNER Name: F6t11-14 Address / City / Zip: ~OXAI 6rghQr,(N Applicant is: Owner Contractor TYPE OF WORK Description of work: Q q - P W A i h &A. Ma(' vt+~ I lc G cr~'] ~~ruf4 Construction Cost: CONTRACTOR Name: ME UJ N ] 6%, License Address: 32<Yo 8 t o®M i n 4 6s city: Wfs State: im N Zip: 55'-7 67 Pho e! (P (2^ 3 O S / Contact: I Email: QJ ARCHITECT / Name: Registration ENGINEER Address: City: 6 State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. r„ 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.aoi)herstateonecall.om 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 applica ' 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 ork w ' h requires a re ew and approval of plans. Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation a/ Public Facility _ Accessory Building _ Apartments _ Commercial / Industrial _ Exterior Alteration-Apartments _ Lodging _ Greenhouse / Tent _ Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES New _ Interior Improvement Siding _ Demolish Building* _ Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Salon Owner Change Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation lb Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%_) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) /Final / C.O. Required Footings (Addition) ✓ Final / No C.O. Required Foundation Other: Drain Tile Pool: Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick f Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspe tion: Schedule Fire Marshal to be present: Yes i., No . Reviewed By: Milt- l . , Building Inspector Reviewed By: , Planning COMMERCIAL FEES ' rd e G7 Base Fee WA, Cl. J y Water Quality Surcharge 56 Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL Page 2 of 3 or BLACK Ink -BLUE- ---Use - For Office Use I j Permit VCJr I Cit of Eagn I uv I Permit Fee: 3830 Pilot Knob Road I Eagan MN 55122 Date Received: 24 Phone: (651) 675-5675 Fax: (651) 675-5694 I Staff• 2013 COMMERCIAL PLUMBING PERMIT APPLICATION T 4P ❑ Please submit two (2) sets of plans with all commercial applications. Date: Site Address: ( 0 ca e. ~ e7.; ✓/t Tenant: C~ J Suite Property Owner Name: ~c Phone: £ Name: License #:E ~ O's- ff'lge ~ c Contractor Address:g &&" i /fei city: State./V. ZiP~ -U2 4 Y~f-~ i Phone:4/ ~ -2 7/_S Email: L u ~ ~ r Type of Work - New - Replacement - Repair _.-,_~ebuild _ Modify Space - Work in R.O.W. L Description of work: COMMERCIAL _ New Construction _ Modify Space _ Irrigation System L- yes 1_ no) C 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 t Avg. GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES: $55.00 Minimum Contract Value $ x1% = $ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read $ Meter(s) If the project valuation is over $1 million, please call for Surcharge $ $5.00 State 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 I = $ TOTAL FEE 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.gooherstateonecall.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 Applicant's Pri6ted ame Applicant's Signature FOR OFFICE USE Approved By: Date: Required Inspections: Under Ground Rough-In -Air Test Gas Test Final PRV Required: - Yes No Page 1 of 3 City of Eat 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-55675 Fax: (651) 675-5698 Use BLUE or BLACK Ink Z„, For Office Use Permit #:-35 Permit Fee: ( (4 Li Date Received: Stat. 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 3/29/16 Site Address: 3501 Coachman Point, Eagan, MN 55122 Tenant Name: Eagan Central Ma int . Fac . (Tenant Is: New / X Existing) Suite 5: Former Tenant: J Name: City of Eagan Phone: 651-675-5646 Address/City/Zip: 3830 Pilot Knob Road, Eagan, MN 55122 Applicant is: Owner X Contractor Description of work: Building Expansion & Renovations Construction Cost S6.141.727.00 Name: Ebert Construct ion license#: N/A - Bondpcl Address: 23350 County Road City: Corcoran State: MN Zip: 55357 Phone: 763-498-7844 ntact: Randy Pavey, PM Email: roavey®ebertconst . com Name: Oertel Architects Registration#: 15840 Address: 1795 St . Clair Ave City: St. Paul State: MN Zip: 55105 Phone: 651-696-5186 Contact Person: Eric Werner Email:ewerner@oertelarchitect:s . corn �-Ph Licensed plumber installing t� seweNwater service: (Ew ^� Phone #: 7eg7/ 7' 0/5 6o N6Te Pians end supporting documentsthat whew hew see considered/•be public information. Portions of the Information may be classified as nonpublic if you priovlde Specific reasons that would permit the City SO conclude that are Trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651)454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. wwwwsrooherstateonecall•org I hereby admowledge 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 appli - for nit, and work is not to start without a permit that the work will be in accordance with the approved plan in the case of'� i • wires a review and approval of plans. x Randy Pavey, Protect Manager Applicant's Printed Name Ap . lea , s gna re Page 1 of 3 ildi\j/11 DO NOT WRITE BELOW THIS LINE 35qq I SUB TYPES Foundation — Public Facility /Commercial 1 industrial — Accessory Building Apartments _ Greenhouse / Tent Miscellaneous Antennae WORK TYPES New ✓Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100%) Census Code N of Units 1 of Buildings Type of Construction %/Intaerior Improvement Exterior Improvement Repair Water Damage 141,ODD •'^''Occupancy AIade Code Edition Zoning Stories Square Feet Length -Tr. B Width JtEctUIRED INSPECTIONS V Footings (New Building) Footings (Deck) ✓, Footings (Additlon) Foundation Drain Tile Roof: "�Dedang ✓Insulation _Ice & Water Framing Fireplace: Rough In Air Test _Final V Insulation Meter Size: Final CIO Inspection: Schedule Fire Marshal to Reviewed By: eg- , Building Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRY Fire Sprinklers /3l1z-irert- —y, Sheetrock ✓ Final / C.O. Required Final / No C.O. Required V Other: fte- 5ToPP/HL % Pool: _Footings AIr/Gas Tests Final Y FInaI ✓ Siding: Stucco Lath _Stone Lath ^Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron be present V. Yes No Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee b • A-4 Surcharge Plan Review MCES SAC City SAC S&W Permit S Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality til D Eivr72-7 Storm Sewer Trunk ,5-57-1° Sewer Trunk D.� 32/5es. Water Trunk Street Lateral itreet Water Lateral Other: 4. TOTAL: L �� o/' / O Page 2 of 3 LI I Gity otBatau 3830 Pilot Knob Road Eagan MN 55122 (651) 675-5675 COMMERCIAL BUILDING PERMIT SUBMITTAL REQUIREMENTS: Plumbing, Electrical, HVACIMechanicai and Fire Suppression plans are required to be submitted with their respective permit applications. Foundation OnIv ❑ 2 sets of scaled Structural Plans ❑ 2 sets of Civil Plans O 1 Certificate of Survey O 1 Code Analysis ** O 1 Project Specs ❑ 1 Special Inspection & Testing Schedule** ❑ 1 Soils Report ❑ Meter size must be established — If applicable O Met Council SAC Determination (651) 602-1000 interior Improvement ❑ 2 sets of scaled Architectural Plans (maximum plan size =< 24' x 36*) ❑ 1 Code Analysis ❑ 1 Project Specs ❑ 1 Key Plan ❑ 1 Master Exit Plan O 1 Energy Calculations complying with the 2015 Commercial Energy Code (Chapter 1323 of the MSBC) **** ❑ Fire Stopping Submittals ❑ Meter size must be established — if applicable O Met Council SAC Determination (651) 602-1000 New Building AND Additions g 1 Soils Report Et/1 Certificate of Survey sets of scaled Structural Plans I� 2 sets of scaled Architectural Plans o HVAC units required on building elevation / r� site plan u 2 sets of Civil Plans •,�2 sets of Landscaping Plans SEE -SS E MN. 1 Code Analysis ** a 1 Energy Calculations complying with the 2015 Commercial Energy Code (Chapter 1323 of the MSBC) **** Ilr1 Emergency Response Site Plan *** El' 1 Special Inspection & Testing Schedule ** zit Specs u 1 Master Exit Pian 13'1 CD including electronic copies of the final viewed plan submittal I� Fire Stopping Submittals ❑ eter Size must be established Met Council SAC Determination (651) 602-1000 Call MN Dept of Health at (651) 201.4500 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for a sample. *** Permit for new building or addition will not be processed without Emergency Response Site Plan. "*** 2015 Energy Code Compliance Forms are available at www.cfi+ofeaaan.com/buiidinoinspections. You will need the ANSIIASHRAE Standard 90.1 — 2010 to complete the compliance forms. Page 3of3 Dale Schoeppner Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: March 16, 2016 The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for City of Eagan Central Maintenance Facility to be located at 3501 Coachman Point within the City. The original letter was sent February 17, 2016, letter reference 160217B5. The City will be charged SAC as determined below, instead of the units previously assigned. The update is based on a missed charge from the last determination. Charges: Office 5449 sq. ft. @ 2400 sq. ft. / SAC Meeting 1205 sq. ft. @ 1650 sq. ft. / SAC Showers 2 showers @ 1 shower / SAC Car Wash Bay 1 bay @ 3 SAC / Bay Service Bays 5 bays @ 14 bays / SAC Floor/Trench Drains 160.67 fixture units @ 17 fixture units / SAC Warehouse/Shop/Storage 10,453 sq. ft. @ 7000 sq. ft. / SAC Drivers 30 drivers @ 28 drivers / SAC Floor Drains (Brine Building) 3 fixture units @ 17 fixture units / SAC = minimum Credits: SAC Units 2.27 0.73 2.00 3.00 0.36 9.45 1.49 1.07 1.00 Total Charges: 21.37 Eagan Maintenance Facility (SAC 8/86 & 8/90) 8.28 Net Charge: 13.09 or 13 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 cors.mccullough(a metc.state.mn.us. Sincerely, Cory McCullough SAC Program Technical Specialist CM: jn: 160316A3 (4954, 391275) Determination Expiration: 03/16/2018 cc: Peggy Fleck & Amy Griffin, City of Eagan Eric Werner, Oertel Architects File, MCES 390 Robert Street North 1 St. Paul, MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 j TTY 651.- .A!, E()tia! Ct,}r C?nt : ify Errtoioy - r .0904 1 rnetrocout ore METROPOLITAN COUNCIL 0 CSD Z Q D N V) 3 3 3 S 2 U SVO_YN„ 0 City of hop 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED FEB 2 6 2016 Use BLUE or BLACK Ink For Office Use Permit #: - O Permit Fee: Date Received: ');L'', 4' Staff: 7(1 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: —) to Site Address: 350)Coat,' \ tyNciA J Q 1\l\. Tenant Name: C 9 (` Fay A r [N Vu V\.t1yyr) (Tenant is: New / // Existing) Suite #: fc& Property Owne Type of Work Contractor Architect/Engineer Name: Address / City / Zip: Former Tenant: 0- oL5a4,1 g3,04!0 40h Id Phone: 5-4 Applicant Applicant is: ✓Owner Contractor Description of work: L C/�.J.fc° L. it) S af�, Construction Cost: �� y 7/ 2 Name: (/S74)e_,)f7 License #: o2,&J`-/J 5CSS Address: 500 s ./ aiSeAat/!/CGL 3E'° State: /n Al Zip: �S4.?7� Phope: Contact: a4/G1 1,612 ,ftJ Email: Name: 0e.r EC.-QIZG t7 EG73' Asa _9k - 7 Registration #: I• 58 40 Address: /795 AVE City: ST PA(...( State: MA) Zip: CS. 105" Phone: 051 -6 — �S� � LL� Contact Person: Jg,rr Email aeY`/e/e ©G't'��l ar-c+// 1 i TeCT9 GOA Licensed plumber installing new sewer/water service: Phone #: __ I NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they aretrade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 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. xI" Applicant's Printed Name x Applicant's Signature Page 1 of 3 C) h SUB TYPES _ Foundation ✓Commercial / Industrial Apartments Miscellaneous WORK TYPES ✓ New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review A -GL DO NOT WRITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage Z35, boo e``' (25%_ 100% Census Code # of Units 0 # of Buildings 1 Type of Construction V • A REQUIRED INSPECTIONS ✓ Footings (New Building) Footings (Deck) Footings (Addition) ✓ Foundation Drain Tile Roof: _Decking _Insulation ✓ Framing Fireplace: _Rough In Air Test _Final Insulation Meter Size: Occupancy Code Edition Zoning Stories Square Feet Length Width Ice & Water Final Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: v , Building Inspector Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant ZoI& MBG Pr MCES System *' lf SAC Units b /; 1A -14 -- City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required ✓ Final / No C.O. Required Other: Pool: _Footings ^_Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron Yes No Reviewed By: /V1. /1-1b , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 0 a -v 117. sD Q . a -v p. &47 0. t-1 Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: li 7• — Page 2 of 3 ►� 1 Craig Novaczyk From: Russ Matthys Sent: Wednesday, March 16, 2016 3:51 PM To: Craig Novaczyk Cc: Dale Schoeppner Subject: FW: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds FYI From: Eric Werner [mailto:ewerner@oertelarchitects.com] Sent: Wednesday, March 16, 2016 3:49 PM To: Russ Matthys Subject: Fwd: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds Russ, See reply below from MET Council with regards to the Salt Storage Structure and Materials Storage Structure. Thanks, Eric Eric Werner, AIA Project Architect OERTEL ARCHITECTS, LTD. Planning, Architecture, Preservation, Interiors 1795 St. Clair Avenue, St. Paul, MN 55105 T: 651.696.5186 ext. 306 1996-2016 Celebrating 20 Years! Forwarded message From: McCullough, Cory <Cory.McCullough@metc.state.mn.us> Date: Wed, Mar 16, 2016 at 3:47 PM Subject: RE: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds To: Eric Werner <ewerner@oertelarchitects.com> Eric, You are correct. There would not be any SAC charges for the Salt Storage Shed or the Covered Material Sheds as they are not connected to the sanitary system. Thanks, METROPOLITAN COU Cory McCullough Program Technical Specialist (SAC) I MCES Finance Cory.McCullough@metc.state.mn.us P. 651.602.1118 1 F. 651.602.1030 390 North Robert Street 1 St. Paul, MN 155101 1 metrocouncil.orq Please visit our SAC website by clicking: SAC Program From: Eric Werner[mailto:ewerner@oertelarchitects.com] Sent: Wednesday, March 16, 2016 3:44 PM To: McCullough, Cory <Cory.McCullough@metc.state.mn.us> Subject: Fwd: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds Cory, Thanks for the prompt reply with the new SAC determination letter including the Brine Production building. The City of Eagan is looking for further determination with regards to the Salt Storage Shed and the Covered Material Sheds, also on the same site. I assumed that no SAC units would be charged for those structures as they have no plumbing. Could you please clarify for the City if that is in fact true. (see email below) Thanks again for your time, 2 •rt City of aaaa 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 NECEIVI: L) MAY 202016 Use BLUE or BL CK Ink 2/t For Office Use 3 Permit #: Permit Fee: Date Received: Staff: s.3_3-�_o 0 ..6y/ voite ittit 2016 MECHANICAL PERMIT APPLICATION M Please submit two (2) sets of plans with all commercial applications. Date: 05/18/16 44 Site Address: 3501 Coachman Poi t Tenant:- Aki 1 If f A /1 110E C Suite #: Name: City of Eagan Phone: Address / City / Zip: Name: Superior Companies of Minnesota In dba Superior Mechanical #: MB004661 Address: 1244 60th Avenue City: Rochester State: MN Zip: 55901 Phone: 507-289-0229 Contact: Jim Ronnenberg Email: jronnenberg@superiormechanical.us X New Replacement Additional X Alteration Demolition Description of work: Maintenance Facility Expansion NOTE: Roof mo Code..Plea ` round mounted med Tical Inspectorfor info RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other to be screen S'' •k screening o COMMERCIAL X New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install / Remove) RESIDENTIAL FEES $60.00 Minimum Acid or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge = $ TOTAL FEE City.. COMMERCIAL FEES $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ ',450.00 = $ 0 Permit Fee _ $ 13 Surcharge = $ --23 TOTAL FEE x .01 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 Ronnenberg Applicant's Printed Name x Applicant's Signature City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVE MAY 2 0 2016 Use BLUE or BLACK InNW j/ For Office Use Permit #: / to 06 Permit Fee: Date Received: " ZIT f Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION AC 1 Please submit two (2) sets of plans with all commercial applications. Date: 05/18/16 Site Address: 3501 Coachman Point Tenant: _ A-0 C • Suite #: Property ter 1 Cit of Eagan Name: y g Phone: Contractor Name: Supero r Companies or Minnesota Inc dba Superior Mechanical License. #: PM037540 Address: 1244 60th Avenue NW City: Rochester State: MN Zip: 55901 Phone: 507-289-0229 Email: jronnenberg@superiormechanical.us TYPe of 1 New Replacement Repair Rebuild Modify Space Work in R.O.W. — _ — — — Description of work: Maintenance Facility Expansion P rm it=Type COMMERCIAL X New Construction Modify Space Irrigation System ( yes / _ no) ( RPZ / PVB) _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES $60.00 Permit Fee Contract Value $ 3 6 S °°° • --' x .01 Minimum 3 G 0 6 $60.00 PVB/RPZ Permit Surcharge = Contract If the project valuation So _ $ / Permit Fee (includes State Surcharge) _ $ /8'2 .s* Surcharge Value x $0.0005 ,3 $ 3 . �� is over $1 million, please call for Surcharge = $ / TOTAL FEE Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ TOTAL FEE 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 Jim Ronnenberg Applicant's Printed Name FOR OFFICE USE Requ red inspe± ns ander Ground Meter Related ft s: Meter Size Applicant's Signature Approved By:' _Air lest _ a Gas Test. Fii Iometer Page 1 of 3 Date: Cit of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 44/1-0 Alo JUJU32616 Use BLUE or BLACK Ink For Office Use l✓�/J/O�_ � P- C /4-0 Permit #: Permit Fee: Date Received: Staff: 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION 5/31/2016 Site Address: 3501 Coachmen Point J Tenant: City of Eagan Central Maintence Facility Phone: Suite #: Address / City / Zip: Applicant is: Owner Description of work: Fire Alarm Construction Cost: 4950 Name: Brothers Fire Contractor Address: 9950 E Hwy 10 State: MN Zip: 55330 Contact: Grant Hollermann DESCRIPTION OF WORK: New Addition Alterations Remodel Other: Estimated Completion Date: License #: TSO -1864 City: Elk River Phone: 612-889-2220 Commercial Residential Educational FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $4950 x .01 $ 60 Permit Fee _ $ 2.48 Surcharge* _ $ 62.48 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. xGran* Ho!ltrmann Applicant's Printed Name FOR OFFICE. USE x Applicant's Signature Reviewed By: D Required Inspections: Rough -In Final City of EaQa 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JUN 132016 t" Use BLUE or BLACK Inas For Office Use Permit #: Permit Fee: Date Received: Staff: 4, l 3 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: (01 l 1 (O Site Address: 350 \ ewc.Lww.vs. ?+: Tenant: itc J Name: CA/ or E �►c� a.•� Phone: Suite #: Address / City / Zip: Applicant is: Owner Contractor Description of work: NtaJ spr v Kler 611%` eAkeA i dr-iS/t:vva) '-c 0A04... � J Construction Cost: -4 , V,d� Estimated Completion Date: 11 1 I (o Name: v+v..w.%k CA aA.,�5 License#: C -o -?-S Address: Mtvwe. 14L W City: St....e.....)\ State: N\1•3 Zip: 5-5" I st.3 Phone: ( foS1')/ ^Z S t �vv(8 Q Contact: ..,� Sia, ...Sk Email: ?Sam...c-w��r1. a Sv "t j e...0 us. c•,.. WORK TYPE X New X Alterations Other: DESCRIPTION OF WORK: ZC Commercial _ Residential X Addition Remodel Educational FEES eo $60.00 Permit Fee Minimum Contract Value $ �-y Sod— x .01 Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) = $ "4-4 8 ma Permit Fee = $ Z✓ - Surcharge �{ O = $ —4'$s 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 anapplication 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 �wJ� JtDR r+rw►6 _ . Applicant's Printed Name x Applicant's Signatur) FOR OFFICE USE REQUIRED INSPECTIONS hydrostatic Trip Conditions of Issuance: Central Station �' Final A‘4,, ins 41° Citi of Sagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675.5694 RUG 51n�� Use BLUE or BLACK Ink For office Use Permit #: Permit Fee: Date Received: c4 . ( Staff: h6 1 t 2016 COMMERCIAL BUILDING PERMIT APPLICATION i,k'\ v Date: %1-)0! qv Site Address: 35b 1 Coarl t'D 3,4 i 6 tk 1, t Pik `� ( ' O io}1 Tenant Name: r k (Tenant is: New / Existing) Suite #: Former Tenant: Property Owner )_( Name: C 1-\\IOV EArv.. Phone: Address / City / Zip: ,3730 1i(0i \i1b 1 —A & K (/ ( /U 3/ 2.2-- Applicantis: Owner X Contractor Type of Work Description ofwork: 14-t t; Di,'" k� Construction Cost: 20 oc u . 00 Contractor Name: ,-.13 (20;4yDc_ TIC'?1 Ll r'" License #: Address:. Vo Zo) t— S.- City: ° r State: 14 Zip: CZL3 I Phone: 3/7 33O O.S4e p Contact: R Soft i? 1 Email: S'Ir i b 1 @ %y lido . C®vv Architect/Engineer Name: /74 L 111\sLC Registration #: q tQ 370 Address: 2-6O 00 k City: 110114 -IN t> • /1 I Zip: C \ v'* Phone: k l k� D 1 b it,State: Contact Person: / 641C Email: Licensed plumber installing new sewer/water service: A) A Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. • CALL BEFORE YOU DIG. Cali Gopher State One Cali at (661) 454.0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conforrnance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a perm' t;4hat the work will be in accordance with the approved plan in the case of which reiptikes a r view and approval of plans. x S40e t 1 Applicant's Printed Na/ne Applicant's Signature Page 1 of 3 SUB TYPES Foundation ✓ Commercial / Industrial Apartments Miscellaneous WORK TYPES ✓ New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% ✓) Census Code # of Units # of Buildings Type of Construction DO NOT WRITE BELOW THIS LINE _ Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage VI tea v. G V•6 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS ✓ Footings (New Building) Footings (Deck) Footings (Addition) ✓ Foundation Drain Tile Roof: _Decking Insulation Ice & Water Final V Framing Fireplace: Rough In Air Test _Final Insulation Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: e-44114' , Building Inspector Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant Sheetrock MCES System / SAC Units O/ F1NMt� City Water // Booster Pump PRV Fire Sprinklers • ✓ Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron '/Yes No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Graf 1PJj' fo t{. s0 D.a-v Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: /n 7 • �O Page 2 of 3 Craig Novaczyk l3� i Pyi From: Russ Matthys Sent: Wednesday, March 16, 2016 3:51 PM To: Craig Novaczyk Cc: Dale Schoeppner Subject: FW: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds FYI From: Eric Werner[mailto:ewerner@oertelarchitects.com] Sent: Wednesday, March 16, 2016 3:49 PM To: Russ Matthys Subject: Fwd: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds Russ, See reply below from MET Council with regards to the Salt Storage Structure and Materials Storage Structure. Thanks, Eric Eric Werner, AIA Project Architect OERTEL ARCHITECTS, LTD. Planning, Architecture, Preservation, Interiors 1795 St. Clair Avenue, St. Paul, MN 55105 T: 651.696.5186 ext. 306 1996-2016 Celebrating 20 Years! Forwarded message From: McCullough, Cory <Cory.McCullough@a,metc.state.mn.us> Date: Wed, Mar 16, 2016 at 3:47 PM Subject: RE: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds To: Eric Werner <ewerner@oertelarchitects.com> Eric, You are correct. There would not be any SAC charges for the Salt Storage Shed or the Covered Material Sheds as they are not connected to the sanitary system. Thanks, METROPOLITAN COUNCIL Cory McCullough Program Technical Specialist (SAC) 1 MCES Finance Cory.McCullough@metc.state.mn.us P. 651.602.1118 1 F. 651.602.1030 390 North Robert Street 1 St. Paul, MN 1 55101 1 metrocouncil.orq Please visit our SAC website by clicking: SAC Program From: Eric Werner[mailto:ewerner@oertelarchitects.com] Sent: Wednesday, March 16, 2016 3:44 PM To: McCullough, Cory <Cory.McCullough@metc.state.mn.us> Subject: Fwd: Eagan CMF, 3501 Coachman Point, SAC Determinations - Salt Storage & Covered Storage Sheds Cory, Thanks for the prompt reply with the new SAC determination letter including the Brine Production building. The City of Eagan is looking for further determination with regards to the Salt Storage Shed and the Covered Material Sheds, also on the same site. I assumed that no SAC units would be charged for those structures as they have no plumbing. Could you please clarify for the City if that is in fact true. (see email below) Thanks again for your time, 2 Use BLUE or BLACK Ink 1 For Office Ur/ '*'''City ofEvan Permit %`7 .t, act, 3830 Pilot Knob Road RECEIVED Permit Fee: Eagan MN 55122 Date Received: �- " l f Phone:(651)675-5675 FEB 2 8 2017 Staff: Fax:(651)675-5694 L J 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 2/28/17 Site Address:-34-1-9 Coahman Point 3C% I Tenant: Maintenance Facility/Water Treatment Plant Suite#: Ou y Name: City of Eagan Phone: 651-675-5675 �� Name: Wenzel-Plymouth PIbg,LLC License#: PM061555 Contra • Address: 1959 Shawnee Rd,#130 _ City: Eagan State: MN Zip: 55122r Phone: —�/ Email: tqA� : w�,�tet,.,;_ ' New 4/ Replacement —Repair _Rebuild Modify Space Work in R.O.W. A0:AW Description of work: Replace 120 ft Trench Drain 4 ', # COMMERCIAL New Construction Modify Space Irrigation System( yes/_no)(_RPZ/_PVB) �{ 1 �; � `. Rain sensors required on irrigation systems�•� ��g • re It • Avg.GPM (2"turbo required unless smaller size allowed byPublic Works) ` 5 Meters Call(651)675-5646 to verity that tests passed prior to picking p meter. It _ Domestic:Size&Type Fire: 1 ,CA " r, a Vii. Avg.GPM High demand devices?_Yes_No Flushometers_Yes No COMMERCIAL FEES Contract Value$ (,7, 500 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee =$ f 2. - S Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ 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/veplan in the ee-case of work which requires a review and approval of plans. c. x (' 9 z /rfiG,feGJ x � �-f—/ Applicant's Printed Name Applicant's Signature 6 „2y4 (75,:f7 ,;,;:41`4,7tkall'`',-.14;;;WN'..Wft;'411r;Wit.iValiArtililie1,,Viiiiitimer!:-,:51:::--',lalegi.kv-,„—iw's:..f?- 011L,;,,A-,hr -i4in.°".":,.,:4-'Llii.,,,r..-.Zi,„•.',1•7- �a I � - e d; s No kii,f'-,,,OitiLZ, ',,, -z:,:..,:„,';',,, Me? xyet. .8 .T :';d ' • • � LS� � t F? i> �� „s,bi.w.,,, ...� °, ... � '7�.�P4 �..�,.,. ,.«� Page 1 of 3 r SDV Jib #: 2927030-Quote #2927030 Service Region: 1003-Captiveaire Certified Service Service Person: Aaron Glusica Customer Number: N/A Customer Name: N/A Address: City of Eagan-Central Maintenance Facility Ryan 3501 Coachman Point EAGAN,MN 55122 Region Job#: 2571347 Region Job Name: City of Eagan-Central Maintenance Facility Sales Region: 75-Minnesota Office Sales Person: Venpro Created By: Aaron Glusica Creation Date: 2/20/2017 2:33 PM Last Modified By: Aaron Glusica Last Modified Date: 2/21/2017 6:21 PM Dining Room Pressure: 0 Kitchen Pressure: 0 Hours On Job: 0 Extra Hours: 0 Completed: No Completed By: N/A Completion Date: 1/1/1900 5:00 AM Fans Fan 1.(MAU-1) Model: CAH 25 Other Notes: They are controlling everything from DDC.By they NAC Mech.,Everything works. � s off! 10101K-- Wale DEMI •R . , k ,. ; � ,: Y= .`4 'l' lis► ii 41t Rgrt'�4gG 61. a ou000 m4a a a »ate f; \ - , ji:' -77 ., � ., kms, xav4,^ _- k %4 Y Supply Supply CFM: Design = 19000 Actual = 20566 (108.2%of design) BELT Design: BX86 Actual: BX86 BLOWER PULLEY Design: 2B5V184 Actual: 2B5V184 MOTOR PULLEY Design: 2VP75X1-5/8 Actual: 2VP75X1-5/8 APPROX.TURNS OUT Design: 2.5 Actual: 2.5 RPM-DESIGN Design: 650 Actual: 346 RPM-MAX Design: 900 Actual: N/A FLA Design: 40.3 Actual: 27.2 OVERLOAD SET POINT N/A VOLTS Design: 208 Actual: 210 PHASE Design: 3 Actual: 3 HP Design: 15.000 Actual: 15 SF' Design: 1.000 Actual: N/A BEARING SET SCREW TIGHT Design: Yes Actual: Yes BLOWER PULLEY SET SCREW Design: Yes Actual: Yes TIGHT MOTOR PULLEY SET SCREW TIGHT Design: Yes Actual: Yes FAN LEVEL Design: Yes Actual: Yes ROTATION Design: Correct Actual: Correct DAMPER INSTALLED Design: Yes Actual: Yes FAN VIBRATION Design: Good Actual: Good Heater FREEZE STAT SET POINT Design: 35 Actual: 35 Gas Heater Other Notes: Burner Diff .38,FSC Voltage 16,Hz 34. GAS TYPE Design: Natural Actual: NAT LOW FIRE MANIFOLD GAS Design: 0 Actual: -1 PRESSURE INLET GAS PRESSURE Design: 7.0 Actual: 2 Other Notes: PSI HIGH FIRE INLET PRESSURE Design: 7.0 Actual: 2 Other Notes: PSI TEMP RISE Design: 90 Actual: N/A Other Notes: They will be controlling gas valve through DDC they will set all set points. INTAKE SET POINT Design: 45 Actual: N/A DISCHARGE SET POINT Design: 55 Actual: N/A SPACE SET POINT Design: N/A Actual: N/A Fauna2(MAU-2) Model: CAH 25 Other Notes: They are controlling everything from DDC. By they NAC Mech.,everything works. *- ® GB CB „ r '''' lenze •*.ff...earet, t a ... ... 'l & � .` o : ill . , ,I g „:ii,�( dY1X ,,,1..,r,,,,,iFTt l}i(Sr1x�5}Y y ,�. "AV'," t tfi V .— -'- 46i...7 ------ ,aiiiivili ; s,:.' 4; A, e S 4. • ll F .-. I I 1 Supply Supply CFM: Design = 17000 Actual = 16268 (95.7%of design) BELT Design: BX85 Actual: BX85 BLOWER PULLEY Design: 2B5V160 Actual: 2B5V160 MOTOR PULLEY Design: 2VP60 x 1- Actual: 2VP60 x 1 3/8 3/8 APPROX.TURNS OUT Design: 1.0 Actual: 1 RPM-DESIGN Design: 615 Actual: 380 RPM-MAX Design: 900 Actual: N/A FLA Design: 27.0 Actual: 14.2 OVERLOAD SET POINT Nit. VOLTS Design: 208 Actual: 209 PHASE Design: 3 Actual: 3 HP Design: 10.000 Actual: 10 SP Design: 1.000 Actual: N/A BEARING SET SCREW TIGHT Design: Yes Actual: Yes BLOWER PULLEY SET SCREW Design: Yes Actual: Yes TIGHT MOTOR PULLEY SET SCREW TIGHT Design: Yes Actual: Yes FAN LEVEL Design: Yes Actual: Yes ROTATION Design: Correct Actual: Correct DAMPER INSTALLED Design: Yes Actual: Yes FAN VIBRATION Design: Good Actual: Good Heater FREEZE STAT SET POINT Design: 35 Actual: 35 Gas Heater Other Notes: Burner Duff. .5,FSC Voltage 16,Hz 38.9. GAS TYPE Design: Natural Actual: NAT LOW FIRE MANIFOLD GAS Design: 0 Actual: -1 PRESSURE INLET GAS PRESSURE Design: 7.0 Actual: 2 Other Notes: PSI HIGH FIRE INLET PRESSURE Design: 7.0 Actual: 2 Other Notes: PSI TEMP RISE Design: 90 Actual: N/A Other Notes: They are controlling gas valve DDC. They will set all set points. INTAKE SET POINT Design: 45 Actual: N/A DISCHARGE SET POINT Design: 55 Actual: N/A SPACE SET POINT Design: N/A Actual: N/A ECPs NONE Special Inspection Final Report Eagan Maintenance Facility—Salt Storage Building 3501 Coachman Point Eagan Maintenance Prepared for Oertel Architects Project B1602621 December 21,2016 Braun Intertec Corporation B R A t! N 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. December 21,2016 Project B1602621 Mr. Eric Werner Oertel Architects 1795 Saint Clair Avenue Saint Paul, MN 55105 Re: Special Inspection Procedural and Final Report Eagan Maintenance Facility—Salt Storage Building 3501 Coachman Point Eagan, Minnesota Dear Mr.Werner: Please find attached to this procedural report the Non-Structural Steel Special Inspection Final Report for the Eagan Maintenance Facility and the supporting Special Inspection Daily Reports for your review and records. Project Description This project included the construction of a salt storage building consisting of prefabricated steel trusses supported on drilled shaft foundations. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council(ICC)certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code(IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents.The special inspector doesn't have the responsibility or authority to, nor is it the intent of special inspections to have them,judge,or modify the construction documents.Only the structural engineer of record can do this. As the special inspections were completed,a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records.As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. AA/Eos Oertel Architects Project B1602621 December 21,2016 Page 2 Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. From time to time,we have received plan modifications from the project structural engineer.When received,these have been used to evaluate the work completed in the field. Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing A geotechnical evaluation for the salt storage building was performed by Braun Intertec(Project No. B1506348)and dated September 15,2015. In this evaluation,soil borings were performed to evaluate subgrade conditions.The soil borings primarily encountered 6 to 13 feet of existing fill over native poorly graded sand with silt. In the report,to prepare for building construction,it was recommended that foundations bear directly on native granular soils or engineered fill.The building design called for the installation of drilled shaft foundations to support the Salt Storage Building.We recommended that all drilled shafts penetrate the depth of fill and bear on the native,granular soils. Test pits were performed prior to construction to verify the depth of fill across the site.Fill soils were observed to extend between 8 and 13 feet below existing grade.Excavation spoils exposed at structure subgrade elevations and in excavations were visually evaluated.These tasks were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical borings performed for the project and suitable for support of the design structural loads. The soils encountered in the excavations were classified in general accordance with ASTM D 2488, "Description and Identification of Soils(Visual/Manual Procedures)."Preliminary estimates of soil consistency.After review of the subgrade for consistency with the Geotechnical Evaluation Report,the foundations were observed to be placed directly on the native granular soils. 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 in place reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the in place reinforcement was free of rust,scale,and soil. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing Routine tests to determine the plastic concrete's slump,temperature,and air content were done during each pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. BRAUN INTERTEC Oertel Architects Project B1602621 December 21, 2016 Page 3 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. Anchor Bolt Observations The anchor bolts were observed to determine if they were in place.The special inspector checked to determine if the correct number of bolts were present,and if the bolt dimensions—diameter, length, and tail length—were correct. Embedment depth was also checked. Bolted Connection Observations Bolting observations were performed to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged,and if they appeared to be snug tight. Each bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight.This was done using a wrench and cheater bar. BRAUN INTERTEC Oertel Architects Project B1602621 December 21,2016 Page 4 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 Tom Kievan at 612.280.0083 or Brad McCarter at 612.708.2790. Sincerely, BRAUN INTERTEC CORPORATION //ter-j4.-- /I? ar--4- Thomas P. Kievan, EIT eer liour Bradley . cCarter,PE Ass ate Pri cipal—Senior Engineer A nt: Special Inspection Final Report c: Murphy Curran; Meyer, Borgman and Johnson, Inc. Craig Novaczyk;City of Eagan Kelly Peterson;Greystone Construction Company, Inc. BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: December 21,2016 Attention: Mr. Eric Werner Project: Eagan Maintenance Facility—Salt Storage Building 3501 Coachman Point Eagan, MN 55122 Braun Intertec Project: B1602621 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.Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project,and were capable of supporting a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. Anchor Bolts The required observations of the anchor bolts have been completed.The installation was found to be acceptable.There are no outstanding or unresolved issues. 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. AA/EOE Oertel Architects Project B1602621 December 21,2016 Page 2 Conclusion Based upon the inspections performed,the testing completed and the attached Special Inspection Daily Reports, it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the International Building Code. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer rderthe laws of the State of Minnesota. , \ / •"'"` - . * Bradl McCarter,PE g As •ciate 'rincipal—Senior Engineer 40478cense Nu ber:48478 ../y cemb 21,2016 �,. ..��` Attachments: Non-Structural Steel Special Inspection Daily Reports 1 through 7 Structural Steel Special Inspection Daily Report 1 BRAUN INTERTEC rl SERVINSKY ENGINEERING PLLC F ' e' Consulting Structural Engineers 280 Douglas Avenue •IRO Elia Holland,MI 49424-6515 '_ SE 616-738-1281 marks@servinskyeng.com g,. nimagsmramseam 30 December 2016 Ben Striegel 30810 200th Street Harper, IA 52231 lilY CO PY SE Project Number: ABC.16.003 eC'IV' Building Size: 80'Wide x 130' Long SpanTech Building Use: Salt Storage IJ. es E .7 Customer ID: City of Eagan, MN To Whom It May Concern: For the above project, we certify that the following is acceptable: • Using precast L-panels instead of T-panels for the as-built precast walls; • Constructed dimensions may vary between the concrete piers and the L-panels; • Concrete bollards are not needed. Respectfully submitted, PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or • report was prepared by me or under my direct ilk 4 supervision and that I am a duly Licensed Professional Engineer under the laws of the EPP State of Minnesota. Print Name:MARK S. SERVINSKY P.E. Signature. Cw\ Mark S. Servinsky, P.E. 12 34 tN. License 46130 Date: � 1 # Principal 06/02/2017 09:37 Pump&Meter ` t t�AR)9529390418 P.002/003 C/'" Use BLUE or BLACK Ink (\ ' For Office Use 411b6 City of Ea alt Permit*: 3830 Pilot Knob Road Permit Fee:, Eagan MN 55122 Phone:(651)676-5676 osis Received: " Fax:(651)875-5694 Staff: 6- 2017 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 5 . 31. 11 site Address: 3501 Q,oeirinman 1Poth•1- Emorn, Mil 5512.2- Tenant: , . . Suite 512.2.Tenant: Suite#: • Name:6.435-0.-;warill C,.€rv4►sr. 1 et;on 4e491art0 Phone: OS1' al5.6& 15 Resident/Owner Address/City/Zip: 3 a3O Pi to j k nob ci Cc4 C , frl NI SSI 2' - Name: PUM j 0-r►cl Me.-1-.er Se(V J I Q,,\nL., License#: Contractor . Address; 11%05E�fe,QlSior Blvd. City. 1pIC•IIrLS State: M^! Zip: 55343 Phone: el SQ'-953- i OO Contact Rtsn Sm;441 S - 44Email: r t- W' '.4h pump.- tryte+er. co",, _New ^Replacement Additional _Alteration Deeverkbea D Type of Work Description of work: Tet"K- 9-err+M/a.1 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 I COMMERCIAL • _Furnace _New Construction Interior Improvement ' Permit Type —Air Conditioner _install Piping _Processed _Air Exchanger _Gas _Exterior HVAC Unit _Haat Pump I Under/Above ground Tank (_Install/A Remove) Other _ _ RESIDENTIAL FEES _ $80.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100,00 Residential New,includes State Surcharge =$ TOTAL FEE — COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum .,,7 S L3 0 $75.00 Underground tank Installation/removal,includes State Surcharge =$ -Permit Fee Surcharge=Contract Value x$0.0005 '$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ `7 5.0 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 nota permit,but only an application for a permit,end 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, .12a5 i nevi egke a.664,4:14tx Applicant's Printed Name ant's Si ature FOR OFFICE USE / P�I� Required Inspections: Reviewed By: / Date: / Underground _Rough In _Air Test _Gas Service Test _In-floor Heat Final HVAC Screening t•-• r For Office Use t E AGA N Permit#: 1�)� 't. ,o' ,0 ..,... .... Permit Fee: de Date Received: - �0—/Ii 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 � E r 651 675-5675 TDD: 651 454-8535 FAX: 651 675-56u4'E�'i �J! ( ) � ( ) � ( ) Staff: ^,, buildinginspections(cilcitvofeagan.com j „'�� FEB 2® 018 J 2018 CO ERCIAL BUILDING PERMIT APPLICATION Date: 02 - 16 - 18 Site Address: 3501 Coachman Point Eagan, MN 55122 Tenant Name: City of Eagan X Central Maintenance Facility (Tenant is: New/ Existing) Suite#: Former Tenant: Name: City of Eagan Phone: 651-675-5643 Property Owner 3830 Pilot Knob Road Address/City/Zip: Applicant is: Owner X Contractor Type of Work Description of work: 2 new Precast buildings and remodeling existing office Construction Cost: 3.2 million Name: Ebert, Inc. dba Ebert Construction License#: Contra Address: 23350 County Road 10 city: ctor Corcoran State: MN Zip: 55357 Phone: 763-498-7844 Contact: Randy Pavey Email: rpavey@ebertconst.com Name: CNH Architects 21234 Registration#: Ar�chitect/Engineer Address: 7300 West 147th St. Suite 504 city. Apple Valley State: MN Zip: 55124 Phone: 952-431-4433 (e162 ) 4117-45-i3 Contact Person: Quinn Hutson Email: ghutson@cnharch.com Licensed plumber installing new sewer/water service: (VLt-t)' �_ ',Not. Phone#: 7 6,3- 6/(157- NOTE Plans and supporting documents that you submit are considered to be public information Portions of the info .s'r• iy classified as non-public if you provide specific reasons that would permit the City to conclude that they aretrade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformanc- 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 w. is not . - without a permit; that the work will be in accord with the approved pl in the case of work which requires a review and approv, of p In x pill G'� x /� Applicant's Printed Name I App icant' Signature DO NOT WRITE BELOW THIS LINE �( �' C SUB TYPES S t' CC, L _ 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* Additions 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 3tZoD/000-AA Occupancy g 7 S'Z MCES System Plan Review ✓ Code Edition 2 D/5 MP3& SAC Units 12 iLe77` --- (25% 100%_) Zoning l7! City Water V Census Code Stories Booster Pump #of Units 3 Square Feet PRV f #of Buildings 3 Length Fire Sprinklers Type of Construction 1:r P, Width REQUIRED INSPECTIONS ✓ Footings_New Building_Deck Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall /Vapor Barrier v.'s Erosion Control ✓Framing 30 Minutes 1 Hour v./Steel Reinforcement ✓ Insulation Street/Curb Cut Inspection Sheetrock Other: ✓Roof:_Decking _Insulation Ice&Water Final Meter Size: Siding: Stucco Lath Stone Lath Brick EFTS Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test Final Final/C.O. Required Pool: Footings Air/Gas Tests Final Final/No C.O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes No , / Reviewed By: M M.r • , Planning New Business to Eagan: /� Reviewed By: OP1-16 , Building Inspector _'.gip 4;E �wr -y (c rry Pzo>£u) FEES L Water Quality Base Fee I `7 7SC• l c Storm Sewer Trunk Surcharge /2-#6 . oo Sewer Trunk Plan Review q Sq I . B9 Water Trunk MCES SAC 2R,g 20 6-c Street Lateral City SAC Ii 3 413 • a-c Street S&W Permit&Surcharge Water Lateral Treatment Plant I l/ Mq t/ •0-0 Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: Page 2 of 3 • MCES USE:Letter Reference: 180326B2 Address ID:4954 Payment ID:410287 [1411'51) Date of Determination:03/26/18 Determination Expiration:03/26/20 Greetings! Please see the determination below. Project Name: Eagan Central Maintenance Facility-Office Project Address: 3501 Coachman Point Suite#/Campus: N/A City Name: Eagan Applicant: Jessica Johnson,CNH Architects Special Notes: We have reviewed the SAC determination application for the above project and location and have concluded a determination will not be required. It is the Councils understanding that the scope of work for this office remodel project will not be changing the use or size of chargeable spaces from those spaces previously reported to MCES on 04/2016. Therefore, a determination will not be required, nor will SAC be due. Net SAC: 0 —or— 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: cory.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North I St. Paul. MN 55101 805 Phone 651.602.1000 I Fax 651.602.1550 I 1 t4 651.291.0904 ; rnctrurouncll.orq METROPOLITANC 4,0 LTq,d10; a�1�+r�ity�E$,$,rl<>yer MCLS USE:Letter Reference: 180323A1 Address ID:4954 Payment ID:410265 ( PCr) Date of Determination:03/23/18 Determination Expiration:03/23/20 Greetings! Please see the determination below. Project Name: Eagan Central Maintenance Facility Project Address: 3501 Coachman Point Suite#/Campus: Building B - WA 44- City Name: Eagan Applicant: Jessica Johnson,CNH Architects Special Notes: None Charge Calculation: Car Wash: 1 bay x 125 gallons x 25 cars/day @ 274 gallons/SAC= 11.41 Pre-Wash Bay: 180 gallons/day @ 274 gallons/SAC=0.66 Total Charge: 12.07 Credit Calculation: N/A Total Credit: 0 Net SAC: 12.07 —or— 12 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: cors.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 I St. Paul,MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 Y 651.291.0904 I metrocouncil.org M CETROPNOL�ITAN An Equal Opportunity Employer MCES USE:Letter Reference: 180323B8 Address ID:707377 Payment ID:410276 Date of Determination:03/23/18 Determination Expiration:03/23/20 Greetings! Please see the determination below. Project Name: Eagan Central Maintenance Facility—Vehicle Storage Project Address: 3501 Coachman Point Suite#/Campus: N/A City Name: Eagan Applicant: Jessica Johnson,CNH Architects Special Notes: We have reviewed the SAC determination application for the above project and location and have concluded a determination will not be required. It is the Councils understanding that the scope of work for this storage building addition project will not have a connection to the sanitary sewer.Therefore,a determination will not be required, nor will SAC be due. Net SAC: 0 —or— 0 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: tory.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 I St. Paul, MN 55101 1805 Phone 651 602.1000 I Fax 651.602.1550 I TTv 6'-)1 091 0904 1 rnetrocouncll.org METROPOLITAN Ari Ecival U,pc rtunrty Erni t yc C O U N C I L For Office Use I %,% �0 :::t:LfC/ % ,.. ,, , EAGAN .„,..ero il_.671 Date Received: I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: I I Plan Submittal: eplans(a�cityofeacian.com L 2018 COMMERCIAL BUILDING PERMIT APPLICATION Site Address: 3501 Coachman Point, Eagan, MN, 55122 Date: 4/18/2018 Tenant Name: Vacant e•-7 A ( f , --(--0l✓-z q` (Tenant is: New/ Existing) Suite#: i/C/4/ . Former Tenant: City of Eagan Name: City of EaganPhone: 651-675-5000 Property.Owner;> ' Address/city/zip: 3830 Pilot Knob Rd, Eagan, MN 55112 Applicant is: Owner ✓ Contractor Type of Work s Description of work: Building Demolition Construction Cost: $36,670.00 Name: Lloyd's Construction License#: I R-654654 Contractor Address: 7207 W 128th Street city: Savage State: MN Zip: 55378 Phone: 952-746-5832 Contact: Jeff Stocker Email: Jstocker@Iloyds-construction.corn Name: CNH Architects Registration#: NA Architect/Engmeer � Address: 7300 147th St W, Ste #504 city: Apple Valley State: MN Zip: 55124 Phone: 952-431-4433 z' ,;,, Contact Person: NA Email: NA Licensed plumber installing new sewer/water service: NA Phone#: NA NOTE:Platt and'su ` ' " PP�+ng tlocurYtts tltaf you smut are considered to b�*pr�lic in��a#ion �'�ians ar{ i yr#`o Abe 4 classified as non-public if you prov spec reasons that would permit the'City to conclude'that thokiare# ecr"e . ,' ; You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeapan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Jim White X A - Applicant's Printed Name A...licant, gnature . , :-, ,- a — CO S .. c5 -•';7,-f, ' . -5 in . El ;:,t Illli ( ! g -93[1 '''.!"'s • \ '‘, ga g • 2 7. . , ,....... .._ , r----- \ 14 t ; , r § 4:: A.1 ,, * •., ; Ili' ril aLF, 99x,z ) I f,— , .i.: 2,14 ,la '?•:',.gi. , r,Nt...----1 sn I 4* A'f",,c,.1' 4, ' -• ' i t ......4Ason j .;';''' , A - .. 74,',.,.: g ,' • 1 r4Ugf f A, ,. , \ - .,, ,.., .\.„ I!II I 1.10! !1.0 101 ii;1., i\ ,1 1, . . 1.2 City of Eagan-Central A2.3 FY 3M5,,aintenance Facility ' 1217447 ‹) E.ger*161117572;?VntS g g • C sAA.Q ( ,( C For Office Use aaa Permit#: EAGAN awe +®s Permit Fee: )" y T'.1VEL Date Received: a 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 L (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginspections(a.cityofeagan.com JUN 22 2018 u- 2018 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: June 18, 2018 Site Address: 3501 Coachman Point, Eagan, MN 55122 Tenant: City of Eagan Maintenance Buildings ��'' -J, , Suite#: ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components City EaganPhone:of 651-675-5675 Name: Owner Address i City zip: 3830 Pilot Knob Road Applicant is: Owner X Contractor Description of work: Install FA Systems in two buildings Construction Cost: $12,000 Estimated Completion Date: September 2018 Name: ESP, Inc. License#: TS642681 antra Address: 1940 Park Ridge Court city: Chaska State: MN Zip: 55318 Phone: 612-965-5368 Contact: Tom Cashman Email: tcashman@getesp.net " , tii ✓ New Remodel Work T� _Addition _Other: Alterations DESCRIPTION OF WORK: ✓ Commercial Residential Educational FEES Contract Value$ I /k-VV x.01 $60.00 Permit Fee Minimum / _$ t z' Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge* If the project valuation is over$1 million,please call for Surcharge _$ rp TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete an rate;tha • e w. will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; at 1 un ersta •this is n”t 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 'h the app`ov-• plan in th=case of work which requires a review and approval of plans. xTom Cashman x __ Applicant's Printed Name Applicant';l:natu e FOR OFFICE USE Re + ► r C` C /(;5"G'Cf r Use BLUE or BLACK Ink Q F Esti' .4-4(A-R,, (�.b-(J I-0 Cof 'eficI — For Office Use FX II _ ;i'�* .. na tC er,tzt'i: L` Permit#: /S-0 ` I 7^1 to 0 e Iph l eCif Permit Fee: i s-141:9 � Date Received: /. /<1 I RECDr F4»> 3830 Pilot Knob Road I Eagan MN 55122Staff: �i/ 1 4 I Phone:(651)675-5675 I Fax:(651)675-5694 buildinginspections@citvofeaean.com jUN 14 2018 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 6-5-2018 Site Address: 3501 Coachman Point Tenant: City of Eagan - Central Maintenance Facility suite#: ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Cityof Eagan . Name: Phone: Property Owner Address/City/Zip: m Applicant is: Owner Contractor TYPe of Work Description of work: Install fire sprinkler system & remodel existing system $39 000.00 Construction Cost: Estimated Completion Date: August, 2018 Total Fire Protection C050 Name: License#: 1004 North 7th Ave. Brandon Contractor Address. City: State: SD Zip: 57005 Phone: 605-582-2400 GregLindholm lindholm tf sd.com Contact: Email: g @ p FIRE PERMIT TYPE WORK TYPE 1 Sprinkler System (#of heads ) _New ✓ Addition Fire Pump _Standpipe —Alterations 1 Remodel ' Other: Other: DESCRIPTION OF WORK: —Commercial _Residential _Educational FEES 39 000.00 Contract Value$ , x.01 $60.00 Permit Fee Minimum 390. 0 0 _$ Permit Fee Surcharge=Contract Value x$0.0005 19.50 If the project valuation is over$1 million, please call for Surcharge =$ Surcharge $100.00 Residential New (includes State Surcharge) 409.50 9 ) =$ TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Gregory Lindholm x Applicant's Printed Name Applicant's Signature FOR OFFICE USE REQUIRED:INSPECTIONS ydrosfatic Flowmp Alarm Drain Testough in Pu Trip Test Central Station '' Final Conditions of Issuance: permit Reviewed.by' �^ Date: /. P/PKO f`"C- t Per Office Use / I � r � CA/4],C_ � Permit#: � /� /76c/- ► ► AG A N 7L-i , 'tel .. ... '►•, Permit Fee: �s Staff: RECEIVED ___ 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: )(Yes No I (651)675-5675 I TDD: (651)454-8535 f FAX: (651)675-5694 AU6 01 a018 Email: buildinginspectionsCa citvofeagan.com Plans: Electronic X Paper I Plan Submittal: epiansacitvofeagan.com L - 2018 COMMERCIAL PLUMBING PERMIT APPLICATION 41 Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 7-30-18 Site Address: 3501 COACHMAN POINT Tenant: EAGAN TRUCK WASH Suite#: Prop Owner' -' Name: Phone: Name: KRAMER MECHANICAL License#: PC643752 � r �� Address: 7860 FAWN LK DR NE City: STACY State: MN Zip: 55079 Phone: 651-462-2194 Email: KRAMERMECHANICAL@YAHOO.COM New Replacement —Repair .�L._Rebuild —Modify Space Work in R.O.W. '' of 1 ork — — — °4 Description of work: Install water reclaim system. - 4: COMMERCIAL _New Construction ✓ Modify Space Irrigation System(_yes!_no)(__RPZ I_PVB) . Rain sensors required on irrigation systems T • Avg.GPM (2"turbo required unless smaller size allowed byPublic 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$44,000.00 x.01 $60.00 Permit Fee Minimum =$ 'i( 'o $60.00 PVBIRPZ Permit(includes State Surcharge) 77Permit Fee Surcharge=Contract Value x$0.0005 =$ Zl Surcharge L7fJr� If the project valuation is over$1 million,please call for Surcharge =$ Gila TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.comrs u bscribe. 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. Ili/4— t/ x 5-it vY r lc/40'k 1^'��.%, ! ...;Z.�v..,. Applicant's Printed Name Applicant's Signature F ICE USE ppirov Inspectio 9I r Gr � o 4AeteiRRA , ttet+ , �i: .. i.-. . d .. . N : s . y Page 1of3 • i For Office Use Permit#: J *4% I Permit Fee: E AGA N •,..d ,,a I �a Staff: Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-56751 TDD:(651)454-85351 FAX:(651)675-5694 Plans: Electronic Paper Plan Submittal: eplansc citvofeaoan.com L AUG 31 2018 2018 COMMERCIAL BUILDING PERMIT APPLICATION Date: 8/31/18 Site Address: 3501 Coachman Point, Eagan, MN 55122 TenantCity of Eagan Name: (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: Name: City of Eagan Phone: Property Owner Address/city/zip: 3501 Coachman Point, Eagan MN 55122 Applicant is: ✓ Owner Contractor Type of Work Description of Work: EPDM Membrane Replacement • Construction Cost: 31,500 Name: Jackson & AssociatesLicense#: BC649368 Contractor Address: 1817 Buerkle Rd. City. White Bear Lake state: MNZip: 55110 Phone: 5072738400 Contact: Mike Email: mike@jaaroofing.com Name: NA Registration#: Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified asnon public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.comisubscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Michael Rude X �� Applicant's Printed Name Applicant's Signature • DO NOT WRITE BELOW THIS LINE / Si ` c SUB TYPES —3SIJ 1 cc,,,,4„.„, et Foundation _ Public Facility _ Exterior Alteration-Apartments V Commercial/Industrial _ Accessory Building — Exterior Alteration-Commercial Apartments _ Greenhouse/Tent — Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New J 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 3 1 YOb• " Occupancy -8 r 5' 2 MCES System N Plan Review Code Edition 2-0/5-$46(---' SAC Units (25%_100%_) -- - Zoning /2F- City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings I Length Fire Sprinklers r Type of Construction IT- 13 Width REQUIRED INSPECTIONS Footings_New Building Deck Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection ✓ Sheetrock Other: Roof: _Decking _Insulation _Ice&Water )C Final Meter Size: Siding: Stucco Lath Stone Lath Brick EF1S Electronic Set of Final Revised Plans Windows Fireplace:_Rough In Air Test _Final ,Final/C.O.Required Pool: Footings Air/Gas Tests Final V Final/No C.O.Required — Final C/O Inspection: Schedule Fire Marshal to be present: Yes V No t / Reviewed By: — , Planning New Business to Eagan: "/ b Reviewed By: eglG , Building Inspector FEES / Water Quality Base Fee LEDGE r -11 p,('-v Storm Sewer Trunk Surcharge it •" _ Sewer Trunk Plan Review it n •.--n Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: / •4-a Page 2 of 3 Special Inspection Final Report Eagan Maintenance Facility 3501 Coachman Point Eagan, Minnesota Prepared for Oertel Architects Project B1602621 March 24, 2017 Braun Intertec Corporation -� / 3s- � C// BRAUN INTERTEC The Science You Build. On. March 24, 2017 Mr. Eric Werner Oertel Architects 1795 Saint Clair Ave Saint Paul, MN 55105 Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Re: Special Inspection Procedural and Final Report Submittal Eagan Central Maintenance Facility Expansion 3501 Coachman Point Eagan, Minnesota Dear Mr. Werner: Project B1602621 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Please find attached to this procedural report the Non -Structural Steel Special Inspection Final Report for the Eagan Central Maintenance Facility (CMF) and the supporting Special Inspection Daily Reports for your review and records. The Eagan CMF Expansion project included the following: ® A 25,000 square foot addition in -filling the space on the south side of the existing vehicle storage and CMF building and the north side of the existing cold storage building. The addition is supported on spread footings with an allowable bearing capacity of 3,000 pounds per square foot (psf), and has a finished floor elevation of approximately 857 feet (MSL). Precast and CMU walls extend from the footings to support the structural steel roof. ■ A 6,500 square foot utility storage building with spread footings and precast walls. ® A 6,000 square foot materials storage building. A 10,500 square foot salt storage building was also constructed as part of this project, however, a Special Inspection Final report for this building, dated December 21, 2016, has been submitted under separate cover. The special inspection services were provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code (IBC), the Special Inspection and Testing Schedule and/or the project plans and specifications. AA/EOE Oertel Architects Project B1602621 March 24, 2017 Page 2 The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them, judge, or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. We also summarized the discrepancies documented in a Discrepancy Log and provided it to the contractor for their use. As needed, we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. From time to time, we have received plan modifications from the project structural engineer. When received, these have been used to evaluate the work completed in the field. Summary of Special Inspections and MateirW ®bservafoons and Tests Soil Evaluation and Testing A Geotechnical Evaluation Report was prepared by Braun Intertec (Project B1506348) and dated September 15, 2015. As the grading occurred we noted that soils exposed at base of excavation were consistent with the geotechnical report, whether fill was required, and type of fill placed. 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 consistent with those encountered by the geotechnical borings performed for the project, and 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. BRAUN INTERTEC Oertel Architects Project B1602621 March 24, 2017 Page 3 The dynamic cone penetrometer (DCP) tests were completed using a solid metal rod fitted with a 13/8 -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. After review of the subgrade, additional fill was placed to achieve design elevations of bottom of foundations and slabs. The fill placed was tested periodically for compaction. The test was performed by comparing results obtained by the Nuclear Moisture Density Method (ASTM D2292) relative to laboratory Proctor Test (ASTM 698) results. The test results were distributed under separate cover as they became available. In addition to evaluating relative density and moisture content of the fill, we also observed that the soil classification of the fill was consistent with the requirements of the project documents. Based on the results of our observations and testing, the subgrade soils were judged suitable for support of the design allowable soil bearing capacity of 3,000 pounds per square foot (psf). 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 in-place reinforcement was placed in accordance with the requirements of the project plans and specifications. 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 performed 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. Masonry Construction Observations Prior to conducting the observations, the special inspector reviewed the construction documents and any associated approved submittals. As construction began, the construction of mortar joints and the location of reinforcement and connectors was observed for compliance with the requirements of the project plans and specifications. BRAUN INTERTEC Oertel Architects Project 81602621 March 24, 2017 Page 4 The inspection program included determining the size and location of structural elements in addition to the type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction for compliance. We also determined if the specified size, grade and type of reinforcement was used and if the protection of masonry was in compliance with the guidelines of the IBC. Prior to grouting, the cleanliness of the grout space, placement of reinforcement and connectors, and construction of mortar joints were observed. Concrete Masonry Prism Testing The hollow core masonry prisms were cast by the contractor and tested in general accordance with ASTM C1314: Test Method for Compressive Strength of Masonry Prisms. The samples were temporarily stored at the site and returned to our laboratory for compressive strength testing. The results for the compressive strengths of the masonry prisms were forwarded to the interested parties under separate cover as they became available. Concrete Masonry Grout Testing The grout prisms cast were tested in general accordance with ASTM C1019: Standard Test Method for Sampling and Testing Grout. The samples were temporarily stored at the site and returned to our laboratory for compressive strength testing. The results for the compressive strengths of the grout prisms were forwarded to the interested parties under separate cover as they became available. Visual Examination of the Field -Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2015, Table 6.1 requirements and the requirements of the project plans and specifications. Tension -Control Bolted Connection Observations Tension -control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension - control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap -off load. At connections where the splined ends were not, or could not be removed, the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit -up and to determine if the various plies were in contact with one another. Hex -Head Bolted Connection Observations Hex -head bolting observations were performed to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex -head bolted connection was observed for fit -up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight. This was done using a wrench and cheater bar. BRAUN INTERTEC Oertel Architects Project 81602621 March 24, 2017 Page S Metal deck weld observations were conducted in general accordance with ASIS D1.3-2008, Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality, size and spacing of the welds. In addition, the location and the completeness of the side -lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place, and if the nuts were installed, fully engaged and snug tight. The base plates were observed to determine if they were in full contact with the adjoining surface. If required by the construction documents, we also observed if the plate washers were installed. We note the discrepancy noted on August 2, 2016 regarding side plates has been removed. It is our understanding that this portion of the building connection has been eliminated from the design. However, documentation to that effect has not been provided to us at this time. 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 Tom Klevan at 612.280.0083 or Brad McCarter at 612.708.2790. Sincerely, BRAUN INTERTEC CORPORATION Th mas P. Klevan, LIT Staff Engineer Bradley J, McCarter, PE Associate Principal —Senior Engineer Attachment: Special Inspection Final Report c: Murphy Curran, Meyer, Borgman and Johnson, Inc. Craig Novaczyk, City of Eagan Drew Rasmussen, Ebert Construction Randy Pavey, Ebert Construction i r r 1-411� w a i BRAUN INTERTEC The Science You Build On. Braun Intertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 Minneapolis, MN 55438 Web: braunintertec.com SpecW �nspecdan Nna� Report Page 1 of 2 City of: Eagan, Minnesota Date: March 24, 2017 Attention: Mr. Eric Werner Project: Eagan Central Maintenance Facility 3501 Coachman Point Eagan, Minnesota Braun Intertec Project: B1602621 In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed. The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill, and meet the project requirements. Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project, and were capable of supporting a net allowable bearing pressure of up to 3,000 pounds per square foot. There are no outstanding or unresolved soils -related issues. Concrete The required testing in the field and in the laboratory has been completed. The results have been forwarded under separate cover. The compressive strength testing indicates the concrete placed has met the project requirements. The placement procedures used were judged to have met the project requirements. There are no outstanding or unresolved concrete -related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications. There are no outstanding or unresolved reinforcing steel -related issues. Structural Masonry Construction The required structural masonry observations and testing detailed in the attached Special Inspection Daily Reports have been completed in general accordance with the requirements of the project plans and specifications. Following the required corrections, the structural masonry construction was found acceptable. There are no outstanding or unresolved structural masonry -related issues. AA/EOE Oertel Architects Project 61602621 March 24, 2017 Page 2 Anchor Bolts The required observations of the anchor bolts have been completed. There are no outstanding or unresolved anchor bolt -related issues. 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. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections or review with the structural engineer. There are currently no outstanding or unresolved structural welding -related issues. Topside Metal Deck WeldIng and Fasteners _ The metal deck welding, deck fasteners and side -lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections or review with the structural engineer. There are currently no outstanding or unresolved decking -related issues. 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, structural engineer provided modifications 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 i under the laws of the State of Minneso O dley 3. McCarter, PE Associate Principal — Senior Engineer License Number: 48478 March 24, 2017 '' R� Attachments: Special Inspection Daily Reports (49 pages) Summary of Discrepancies (1 page) INTERTEC Paulson & Clark EnLyineerim, Inc. 2352 East County Road J. White Bear Lake, Minnesota. 55110 Phone 651/407-6056 Email atripp@paulsonclark.com Jeff Oertel May 1, 2017 Oertel Architects 1795 Saint Clair Avenue St. Paul, MN 55105 Re: Eagan Central Maintenance Facility Addition/Renovations Eagan, Minnesota Dear Jeff.- In eff: In response to the Building Official's comment regarding the emergency lighting levels, we have reviewed the light levels provided by the emergency lighting system. IBC Section 1006.3.1 requires that the means of egress be illuminated to an average of 1 fc, with a minimum of 0.1 fc and a maximum -to -minimum ration of 40 to 1. The attached photometric plan yields the following along the 6' wide path of egress: Area Average Illumination Minimum Uniformity Ratio Illumination Vehicle Maintenance 2.1 (fc) 0.6 (fc) 7.8:1 Vehicle Storage 3.0 (fc) 0.6 (fc) 8.8:1 From these Results, we believe the emergency lighting system is in compliance with section 1006 of the IBC. 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. NAME Andrew J. Tripp SIGNATURE: DATE: 05/17/2017 REG. 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SAGAN CENTRAL MAWMANCE FACILITY WANSION 1 V201 ACKNOWLEDGM11M Each appropriate representative shall sign below: Owner: Datc: Contractor, 9z Wa, Date: - -5 k"Uctl cz, Firm: d _7 //A?, Z Dalc 5. e7 e SER- Firm: Meyca;. Borgman, Johnson MM16 Fimi: Date. Date: Firm: Dam TA: Firm: Date, irm. Date: - F. 4:Z) Firm., Date: F .-. Fan. Date: c?A 116 -nic individual ii4mes of afl,prospeptivo spe6ial inspectors and the work they intend to observe sMIJ be Identified. (Use reverse side of form, if more room is needed.). LEGEM: M - Struawil Ehgftmer of R*=4 SI -S - Speem inspector — stru"4d TA-- Testing Agency 91-T - Special Inspector — Technical F - Fabrievar. A=cptqd for the Building Department By-- Date SMUCTURAL TEM AND SPECLAL INSPECTIONS 014533-8 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SCHEDULE Project Name: Location: Permit No.: (1) STRUCTURAL TESTS AND SPECIAL INSPECTIONS Specification Description Type of Inspector Report Assigned Firm Reference (3) (4) Frequency (6) (2) (5) 03 1000 Concrete Formwork Tech II Periodic —m032000 Concrete Reinforcement Tech II Periodic Footings, Foundation Walls, and Columns 03 30 00 Cast -In -Place Concrete Tech I Daily Material Sampling & Testing 03 30 00 Cast -In -Place Concrete Tech I Daily Concrete Mix Verification 03 30 00 Cast -In -Place Concrete Tech I Daily Concrete Placement 03 30 00 Cast -In -Place Concrete Tech II Daily Protection & Curing 03 30 00 Cast -In -Place Concrete Tech II Periodic Embedded Items 04 20 00 Unit Masonry Tech II Periodic Material Testing 04 20 00 Unit Masonry Tech II Periodic Preparation & Placement 04 20 00 Unit Masonry Struc I Periodic Reinforcement 04 20 00 Unit Masonry Tech II Daily Grouting 05 12 00 Structural Steel Tech II Periodic High Strength Bolting 05 12 00 Structural Steel Tech I / Tech II Periodic Welding 05 12 00 Structural Steel Tech I Periodic Mechanical Fasteners 05 12 00 Structural Steel Struc I Periodic General Configuration 05 31 23 Steel Roof Deck Tech II Periodic Welding 3120 00 1 Earthwork Tech II Daily Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time shall be filled out when applying for a building permit. (1) Permit No. to be provided by the Building Official. (2) Reference to specific technical scope section in program. (3) Use descriptions per IBC Chapter 17, as adopted by State Building Code. (4) Special Inspector — Technical, Special Inspector — Structural. (5) Weekly, monthly, per test/inspection, per floor, etc. (6) Firm contracted to perform services. STRUCTURAL TESTS AND SPECIAL INSPECTIONS 014533-7 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 SECTION 0145 33 - STRUCTURAL TESTS AND SPECIAL INSPECTIONS PART 1 - GENERAL 1.1 CONDITIONS OF THE CONTRACT A. Conditions of the Contract, DIVISION 00 and General Requirements, DIVISION 01 govern work under this Section. 1.2 INTENT AND CONDITIONS A. Intent: 1. For compliance with the Minnesota State Building Code, the Owner shall employ and pay for a special inspector (or inspectors) as required by Chapter 17 of the International Building Code. 2. Duties and responsibilities of the special inspector(s) shall be as outlined in Chapter 17 of the International Building Code and as herein specified. 3. Define and coordinate structural tests and special inspection services. 4. Define and coordinate conventional testing and inspection services. 5. Testing and Inspection services are intended to assist in determining probable compliance of the work with requirements specified. These services do not relieve the Contractor of responsibility for compliance with the requirements of the Contract Documents. Conditions: 1. If inspection of fabricator's work is required, the Owner may require testing and inspection of the work at the plant, before shipment. Owner, Architect and Structural Engineer of Record (SER) reserve the right to reject material not complying with Contract Documents. 2. Perform testing and inspection in accordance with industry standard used as reference for specific material or procedure unless other criteria are specified. In the absence of a referenced standard, accomplish tests in accordance with generally accepted industry standards. 3. Failure to detect defective work or materials shall in no way prevent later rejection if defective work or materials are discovered. 1.3 RELATED REQUIREMENTS A. Refer to individual technical specification sections for additional qualifications, inspections, tests, frequency and standards required. 1.4 DEFINITIONS A. Testing: Evaluation of systems, primarily requiring physical manipulation and analysis of materials, in accordance with approved standards. B. Inspection: Evaluation of systems, primarily requiring observation and judgment. C. Structural Tests and Special Inspections: Structural Tests and Special Inspection Services herein include items required by Chapter 17 of the International Building Code as adopted by the Minnesota State Building Code, and other items which in the professional judgement of the Structural Engineer of Record, are critical to the integrity of the building structure. D. Conventional Testing and Inspections: Conventional Testing and Inspection Services herein describe those items not specially required by Code but may be considered essential to the proper performance of the building systems. E. Architect of Record: The prime consultant in charge of overall design and coordination of the Project. STRUCTURAL TESTS AND SPECIAL INSPECTIONS 01 45 33 -1 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 F. Structural Engineer of Record (SER): The Licensed Engineer in responsible charge of the structural design for the Project. G. Licensed Structural Engineer: A professional engineer with education and experience in the design of structures similar to this Project and licensed in State in which Project is located. H. Testing Agency (TA): a. Testing Agency: Approved independent testing agency acceptable to the Owner, Architect, SER and as noted below: b. Authorized to operate in the State in which the project is located and experienced with the requirements and testing methods specified in the Contract Documents. C. Meeting applicable requirements of references stated in paragraph 1.4. d. Calibrate testing equipment at reasonable intervals by devices of accuracy traceable to either the National Bureau of Standards, or to accepted values of natural physical constants. Special Inspector (SI): A properly qualified individual or firm performing special inspections. The categories of special inspector are: I . Special Inspector - Technical I, II and III: Usually an employee of a testing agency: a. Technical I (Sections 31 20 00) - Technician shall be under the direct supervision of a licensed civil/geotechnical engineer regularly engaged in this type of work. Work shall be performed in a qualified geotechnical/testing laboratory. b. Technical I (Sections 03 30 00) 1) ACI Certified Concrete Field Testing Technician — Grade 1. 2) ACI Certified Concrete Strength Testing Technician. 3) ACI Certified Concrete Laboratory Testing Technician — Grade 1. 4) ACI Certified Concrete Construction Inspector -In -Training. 5) Inspector shall be employed by a testing laboratory, experienced in the type of work being performed, and under the direct supervision of a licensed civil/structural engineer. C. Technical I (Section 04 20 00) - Technician shall be under the direct supervision of a licensed civil/structural engineer regularly engaged in testing and inspection of this type of work. The licensed engineer shall review and approve all inspection reports. d. Technical I (Section 05 12 00) - Non-destructive Testing Technician SNT-TC-IA Level 1, and/or AWS Certified Associate Weld Inspector (CAWI). e. Technical II (Sections 3120 00) - Technician with a minimum of 2 years' experience, or a graduate engineer, and is an employee of a qualified and approved geotechnical/technical laboratory, under the direct supervision of a licensed civil/geotechnical engineer regularly engaged in this type of work. f. Technical II (Sections 03 30 00) 1) ACI Certified Concrete Laboratory Testing Technician - Grade 11. 2) ACI Certified Laboratory Aggregate Testing Technician. 3) ACI Certified Concrete Construction Inspector. 4) Inspector shall be employed by a testing laboratory, experienced in the type of work being performed, and under the direct supervision of a licensed civil/structural engineer. g. Technical II (Section 04 20 00) - Graduate civil/structural engineer, with experience in this type of work. Supervised by a licensed civil/structural engineer. The licensed engineer shall review and approve all inspection reports. h. Technical II (Section 05 12 00) - Non-destructive Testing Technician ASNT TC -1A Level II, (NDE Technician II), AWS/CAWI, with minimum 3 years' experience, or an AWS/CWI. 2. Special Inspector - Structural I a. Structural I (Sections 04 20 00, 05 12 00) - Graduate civil/structural engineer, or other personnel acceptable to the SER, with experience in the design of structural systems of this STRUCTURAL TESTS AND SPECIAL INSPECTIONS 014533-2 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 type. Inspections shall be performed under the direct supervision of a licensed civil/structural engineer. K. Building Official: The Officer or duly authorized representative charged with the administration and enforcement of the State Building Code, 1.5 REFERENCES A. See technical specification sections for specific references. I. ANSI/ASTM E329 — Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction. 2. ASTM E543 — Standard Practice for Agencies Performing Non-destructive Testing. 3. ASTM E548 — Standard Guide for General Criteria Used for Evaluating Laboratory Competence. 4. ASTM C1077 — Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation. 5. ASTM C 1093 — Standard Practice for the Accreditation of Testing Agencies for Unit Masonry. 6. ANSI/ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. B. Minnesota State Building Code. C. International Building Code. 1.6 RESPONSIBILITIES/AUTHORITY A. Structural Tests and Special Inspections: 1, Special Inspector: a. Attend all pre -installation meetings to review scope of structural tests and special inspections. b. Test and/or inspect the work assigned for conformance with the building department approved plans, specifications, and applicable material and workmanship provisions of the code. Perform testing and inspection in a timely manner to avoid delay of work. C. Bring nonconforming items to the immediate attention of the Contractor for correction, then, if uncorrected after a reasonable period of time, to the attention of the Structural Engineer of Record, the Building Official, and to the Architect. d. Submit test and/or inspection reports to the Building Official, Contractor, the Structural Engineer of Record, and other designated persons in accordance with the Structural Testing and Special Inspection Schedule. e. Submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans, specifications and the applicable workmanship provisions of the code. f. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. 2. Architect: a. Coordinate the flow of reports and related information to expedite resolution of construction issues. b. Attend pertinent pre -installation meetings to review scope of structural testing and special inspection. C. Complete and sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. Provide a completed copy of the schedule to all signed parties including Building Official. Structural Engineer of Record: a. Identify items requiring structural testing and special inspection including special cases. b. Define "type" of special inspector required for "description" of work indicated on the Structural Testing and Special Inspection Schedule. STRUCTURAL TESTS AND SPECIAL INSPECTIONS 014533-3 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 C. Attend pertinent pre -installation meetings to review scope of structural testing and special inspection. d. Complete and sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. e. Review reports issued by all special inspectors. f. If engaged as a special inspector, provide structural testing and special inspection services as noted in Article 1.6.A.1. 4. Testing Agency: a. When engaged as a special inspector, provide structural testing and special inspection services as noted in Item 1.6.A.1. b. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. C. Attend pertinent pre -installation meetings to review scope of structural testing and special inspection. S. Contractor: a. Arrange and attend all pre -installation meetings to review scope of structural testing and special inspection. Include the Building Official, Owner, Architect, SER, Testing Agency and other parties concerned. b. Post or make available the Structural Testing and Special Inspection Schedule within project site office. Provide timely notification to those parties designated on the schedule so they may properly prepare for and schedule their work. C. Provide special inspector access to the approved plans and specifications at the project site. d. Review all reports issued by special inspectors. e. Retain at the project site all reports submitted by the special inspectors for review by the building official upon request. f. Correct in a timely manner, deficiencies identified in inspection and/or testing reports. g. Provide safe access to the work requiring inspection and/or testing. h. Provide labor and facilities to provide access to the work and to obtain, handle and deliver samples, to facilitate testing and inspection and for storage and curing of test samples. i. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. j. Verification of conformance of work within specified tolerances is solely the responsibility of the Contractor. 6. Fabricator: a. Submit a Certificate of Compliance to the Building Official, Special Inspector, and Structural Engineer of Record stating the work was performed in accordance with the Contract Documents. b. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. 7. Building Official: a. Review all special inspector qualifications. b. Review all fabricators who perform work in their shop, which requires special inspection. c. Accept and sign completed Structural Testing and Special Inspection Schedule. d. Review reports and recommendations submitted by special inspector. e. Review the "final signed reports" submitted by special inspector. These documents must be accepted and approved by the building department prior to issuance of a Certificate of Occupancy. f Determine work, which, in the Building Officials opinion, involves unusual hazards or conditions. 8. Owner: a. Provide and pay cost of structural testing and special inspection services. b. Provide special inspector with Contract Documents and accepted shop drawings. C. Provide special inspectors and testing agencies with full access to the site at all times. d. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction. STRUCTURAL TESTS AND SPECIAL INSPECTIONS 014533-4 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 B. Inspections by Building Official: provide timely notice for inspections performed by the building official, as required by IBC Chapter 17, the State Building Code, and local ordinance. 1.7 INSPECTION NOTICES A. Contractor: Provide minimum of 24 hours notice for all items requiring testing or inspection. Do not place items requiring testing and inspection services prior to or during placement until testing and inspection services are available. Do not enclose or obscure items requiring testing and inspection services after placement until testing and inspection services are performed. 1.8 REPORTS A. Testing agency and/or special inspectors shall submit a report in accordance with the Structural Testing and Special Inspection Schedule and shall conduct and interpret tests and inspections and state in each report whether; (1) test specimens and observations comply with Contract Documents, and specifically state any deviations, (2) record types and locations of defects found in work, (3) record work required and performed, to correct deficiencies. B. Submit reports for structural testing and special inspection, in timely manner to the Contractor, Building Official, SER, and Architect. 1. Submit reports for ongoing work, to provide the information noted below: a. Date issued. b. Project title and number. C. Firm name and address. d. Name and signature of tester or inspector. C. Date and time of sampling. f. Date of test or inspection. g. Identification of product and specification section. h. Location in project, including elevations, grid location and detail. i. Type of test or inspections. j. Results of tests or inspections and interpretation of same. k. Observations regarding compliance with Contract Documents or deviations there from. 2. Submit final signed report stating that, to the best of the special inspector's knowledge, the work requiring testing and/or inspection conformed to the Contract Documents. 1.9 FREQUENCY OF TESTING AND INSPECTION A. For detailed requirements see individual technical specification sections, and Part 3 of this section. 1.10 PROTECTION AND REPAIR A. Upon completion of testing, sample -taking, or inspection, repair damaged work and restore substrates and finishes to eliminate deficiencies, including deficiencies in the visual qualities of exposed surfaces, as judged solely by the Architect/Engineer of Record. Protect work exposed by or for testing and/or inspection and protect repaired work. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for testing and/or inspection. 1.11 TESTS TO DEMONSTRATE QUALIFICATION A. If the Contractor proposes a product material, method, or other system that has not been pre -qualified, the Architect or SER may require applicable tests, to establish a basis for acceptance or rejection. These tests will be paid for by the Contractor. STRUCTURAL TESTS AND SPECIAL INSPECTIONS 014533-5 EAGAN CENTRAL MAINTENANCE FACILITY EXPANSION 1/22/2016 B. The Architect or SER reserves the right to require certification or other proof that the system proposed, is in compliance with any tests, criteria or standards called for. The certificate shall be signed by a representative of an independent testing agency. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 SCOPE OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS A. Refer to individual specification section articles for Quality Control testing and inspection items. 3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS PROGRAM SUMMARY A. The parties involved shall complete and sign the Structural Testing and Special Inspection Schedule. The completed schedule is an element of the Contract Documents and after permit issuance, becomes part of the building department approved plans and specifications. The completed schedule shall include the following: 1. Specific listing of items requiring inspection and testing. 2. Associated specification section which defines applicable standards by which to judge conformance with approved plans and specifications in accordance with IBC Chapter 17 as adopted by the State Building Code. The specification section should also include the degree or basis of inspection and testing; i.e., intermittent/will-call or full-time/continuous. 3. Frequency of reporting, i.e., intermittent, weekly, monthly, per floor, etc. 4. Parties responsible for performing inspection and testing work. 5. Required acknowledgments by each designated party. B. See attached "Structural Testing and Special Inspection Schedule". END OF SECTION 0145 33 STRUCTURAL TESTS AND SPECIAL INSPECTIONS 014533-6 Craig Novaczyk From: Craig Novaczyk Sent: Monday, March 28, 2016 8:35 AM To: rpavey@ebertconst.com' Cc: ewerner@oertelarchitects.com'; Russ Matthys Subject: Proposed addition/renovation of the Eagan Central Maintenance Facility Randy, We have started our building permit plan review of the above mentioned project. Please provide the following required submittal documents/information so that we may continue our review: Provide a soils report. I set of project specifications and shop drawings. 131___11A completed Special Structural Testing and Inspections Program Summary. 2 sets of landscaping plans. Completed Energy Code compliance forms. Emergency Response Site Plan. Listed and tested fire stopping assemblies for all through and membrane penetrations in the rated wall assemblies. ,e A master exit plan Code plan identifying all occupancy classifications and required separations. The following information shall be included in the Code Analysis: A list of all of the currently adopted applicable Codes. The vehicle storage areas shall have a S-2 occupancy classification. ,,3-' The repair/maintenance garage shall have a S-1 occupancy classification. Provide the allowable area calculations. ,,S Identify the reason(s) for the 3hr Fire Wall separation between the main facility and the cold storage. Provide comprehensive plumbing fixture counts per Section 2902.1 of the 2015 Minnesota Building Code. Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan ,r� City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczyk(cDcityofeagan.com �'' * "City of Ea 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. CITY COPY ALLTECH ENGINEERING CORPORATION CERTIFICATE OF LOAD TEST AND/OR EXAMINATION Certificate No: 15 9 a,- 1. Owner: � � r /1 � we, X2. Description (check): Overhead Crane 0► Mobile Monorail Gantry Jib Hoist Lifting Device Fall Protection Anchorage Location: remains at worksite 1l changes worksite Location Description: SlAn P 3. System Manufacturer: Model:Serial No: Hoist Manufacturer: A (_ca Model ,�_7t %) Serial No: Owner's ID No: Service status at time of survey (check) Other: (describe) Lifting .-i' Clamshell Magnet 4. Jib Boom: Length Runway/Monorail Length: Bridge Span:14 5. Test loads applied (Write N/A if only examination conducted): Radius (Mobile only) Proof Load (Test Load) Rated Loads ►��o� Ids Means of application of proof load: Steel Weights )r Other Basis of assigned proof load ratings: Certified Scale Other Basis of assigned rated load: Manufacturer Other 6. Remarks and/or limitations imposed: 7. Load indicating or limiting device (check): Fitted Not Fitted A Accuracy I certify that on the )2 day of , the above described device was tested by the undersigned or his/her authorized representative; that said test has met in all respects with the requirements for compliance with the provisions of one or more of the following regulations: 29 CFR 1910; 29 CFR 1919; 29 CFR 1926; CMAA 70 & 74; NAVFAC P-307; EM 385-1-1; ANSI A.S.M.E. ; any deficiencies considered to constitute an unsatisfactory condition have been corrected; and that the device has been found to be in compliance in all applicable respects with the governing requirements. Name and Address of organization performing test and/or exam: ALLTECH ENGINEERING CORPORATION phone:(651)452-7893 2515 Pilot Knob Road fax: (651)452-5592 Mendota Heights, MN 55120 Name and position of person performing test and/or examina Z -o eq J t�sT r SIGNATURE: DATE: C ldtstcert.doc COMcheck Software Version 4.3.4 Envelope Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Vertical Glazing / Wall Area: Construction Site: Building Area 2012 IECC Eagan Central Maintenance Facility Addition/Expansion Eagan, Minnesota 6a Addition 14% Owner/Agent: Floor Area 1 -Transportation : Nonresidential 25016 Envelope Assemblies Assembly Roof: Insulation Entirely Above Deck, [Bldg. Use 1 - Transportation] Ext. Wall: Solid Concrete, 10in. Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Transportation] Window: , Perf. Type: Energy code default, Double Pane with Low -E, Tinted , SHGC 0.60, [Bldg. Use 1 - Transportation] Door Lower OHEAD Door: Insulated Metal, Swinging, [Bldg. Use 1 - Transportation] Door Upper OHEAD Door: , Perf. Type: Energy code default, Double Pane, Clear, SHGC 0.70, [Bldg. Use 1 - Transportation] Door Service: Insulated Metal, Swinging, [Bldg. Use 1 - Transportation] Ext. Wall: Steel -Framed, 16in. o.c., [Bldg. Use 1 - Transportation] Ext. Wall: Solid Concrete, 10in. Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Transportation] Floor: Unheated Slab -On -Grade, Vertical 4 ft., [Bldg. Use 1 - Transportation] (b) Designer/Contractor: Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter 25016 --- 30.0 0.032 0.032 5934 --- 14.0 0.063 0.078 696 --- --- 0.800 0.360 1568 --- --- 0.111 0.370 1176 --- --- 0.800 0.770 132 --- --- 0.476 0.370 4226 13.0 7.5 0.064 0.064 2960 --- 14.0 0.063 0.078 632 --- 14.0 0.459 0.550 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Project (Votes City of Eagan Central Maintenance Facility Expansion(Area of Addition only) Project Title: Eagan Central Maintenance Facility Addition/Expansion Report date: 03/29/16 Data filename: Page 1 of 9 ndnne PASSES- Design 5% hatter than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Eagan Central Maintenance Facility Addition/Expansion Report date: 03/29/16 Data filename: Page 2 of 9 6�( COMcheck Software Version 4.3.4 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: Allowed Interior Lighting Power 2012 IECC Eagan - Central Maintenance Facility Expansion Addition Owner/Agent: Designer/Contractor: A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Wafts / ft2 1-110 Elev Entry (Common Space Types:Corridor / Transition) 37 0.70 26 2-133 Women's Locker (Common Space Types:Locker room) 356 0.80 285 3-134 Janitor Closet (Common Space Types:Storage) 92 0.80 74 4-135 Men's Toilet (Common Space Types:Restroom) 199 1 199 5-137 PW Shop (Common Space Types:Workshop) 978 1 .60 1565 6-139 Wood Shop (Common Space Types:Workshop) 1950 1 .60 3120 7-140 Drive-Thru (Warehouse: Medium/bulky material) 866 0.60 520 8-141 Small Engine Shop (Common Space Types:Workshop) 1510 1 .60 2416 9 -Existing Storage (Warehouse: Medium/bulky material) 28488 0.60 17093 10-Washbay (Automotive: Service/repair) 1288 0.70 902 11-202 Men's Locker (Common Space Types: Locker room) 695 0.80 556 12-143 Vehicle Storage (Warehouse: Medium/bulky material) 12857 0.60 7714 13-144 Vehicle Maintenance (Automotive: Service/re pa i r) 9562 0.70 6693 14-145 Bulk Fluid Storage (Warehouse: Medium/bulky material) 321 0.60 193 15-146 Parts and Tool Storage (Warehouse:Fine material storage) 800 1 .39 1120 16-147 Janitor (Common Space Types:Storage) 156 0.80 125 17-148 Toilet (Common Space Types:Restroom) 67 1 67 18-149 Mechanic's Office (Common Space Types:Office - Enclosed) 352 1 .10 387 19 -Mezzanine (Common Space Types: Electrical/mechanical) 1705 1 .10 1876 20-206 Comp Room (Common Space Types: Electrical/mechanical) 93 1 .10 102 21 -Brine Building (Common Space Types: Electrical/mechanical) 396 1 .10 436 22 -Water Hydrant Shed (Common Space Types: Electrical/mechanical) 45 1 .10 50 23 -Utility Building Main' (Warehouse: Medi um/bulky material) 6298 0.60 3779 24 -Utility Building Mezzanine (Warehouse: Medium/bulky material) 1815 0.60 1089 25-Salt/Sand Building (Warehouse: Medium/bulky material) 8800 0.60 5280 26-138 Equip Storage (Common Space Types:Storage) 72 0.80 58 Total Allowed Watts = 55722 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Project Title: Eagan - Central Maintenance Facility Expansion Report date: 04/04/16 Data filename: Page 1 of 10 A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture D Fixture Watt. E (C X D) 1-110 Elev Entry (Common Space ypes:Corridor / Transition) LED: A: 2X4: Other: 1 1 34 34 2-133 Women's Locker Common Space Types:Locker room) LED: J: 4' Strip: Other: 1 7 50 350 LED: D: 4" SHOWER DOWNLT: Other: 1 2 24 48 3-134 Janitor Closet (Common Space Types:Storage) LED: J: 1x4: Other: 1 2 50 100 4-135 Men's Toilet (Common Space Types:Restroom) LED: J: 1x4: Other: 1 4 50 200 5-137 PW Shop (Common Space Types:Workshop) LED: C: Highbay LED: Other: 1 6 200 1200 LED: H: 4' Strip: Other: 1 7 42 294 6-139 Wood Shop (Common Space Types:Workshop) LED: C: Highbay LED: Other: 1 9 200 1800 LED: H: 4' Strip: Other: 1 8 42 336 7-140 Drive-Thru (Warehouse: Medium/bulky material) LED: C: Highbay LED: Other: 1 3 200 600 8-141 Small Engine Shop (Common Space Types:Workshop) LED: C: Highbay LED: Other: 1 6 200 1200 LED: H/H1: 4' Strip: Other: 1 8 42 336 9 -Existing Storage (Warehouse: Medium/bulky material) LED: C: Highbay LED: Other: 1 25 200 5000 10-Washbay (Automotive: Service/repair) LED: C: Highbay LED: Other: 1 6 200 1200 LED: H/H1: 4' Strip: Other: 1 3 42 126 11-202 Men's Locker (Common Space Types: Locker room) LED: D: Downlight: Other: 1 4 24 96 LED: J: 1x4: Other: 1 2 50 100 12-143 Vehicle Storage (Warehouse: Medium/bulky material) LED: C: Highbay LED: Other: 1 28 200 5600 13-144 Vehicle Maintenance (Automotive: Service/rep it LED: C: Highbay LED: Other: 1 53 200 10600 14-145 Bulk Fluid Storage (Warehouse:Medium/bulky material) LED: J: 1x4: Other: 1 6 50 300 15-146 Parts and Tool Storage (Warehouse:Fine material storage) LED: J: 1x4: Other: 1 12 50 600 16-147 Janitor (Common Space Types:Storage) LED: J: 1 x4: Other: 1 3 50 150 17-148 Toilet (Common Space Types:Restroom) LED: A: 2X4: Other: 1 1 34 34 18-149 Mechanic's Office (Common Space Types:Office - Enclosed) LED: A: 2X4: Other: 1 6 34 204 19 -Mezzanine (Common Space Types: Electrical/mechanical) LED: H/H1: 4' Strip: Other: 1 19 42 798 20-206 Comp Room (Common Space Types: Electrical/mechanical) LED: H: 4' Strip: Other: 1 1 42 42 21 -Brine Building (Common Space Types: Electrical/mechanical) LED: J: 1x4: Other: 1 6 50 300 22 -Water Hydrant Shed (Common Space Types: Electrical/mechanical) LED: J: 1x4: Other: 1 1 50 50 23 -Utility Building Main' (Warehouse: Medi um/bulky material) LED: H: 4' Strip: Other: 1 14 42 588 Project Title: Eagan - Central Maintenance Facility Expansion Report date: 04/04/16 Data filename: Page 2 of 10 A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture D Fixture Watt. E (C X D) LED: C: Highbay LED: Other: 1 8 200 1600 24 -Utility Building Mezzanine (Warehouse: Medium/bulky material) LED: H: 4' Strip: Other: 1 14 42 588 25-Salt/Sand Building (Warehouse: Medium/bulky material) LED: AA/FF: Salt Storage Flood: Other: 1 12 240 2880 26-138 Equi Sp torage (Common Space Types:Storage) LED: J: 1x4: Other: 1 1 50 50 Total Proposed Watts = 37404 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Inspection Checklist. Project Title: Eagan - Central Maintenance Facility Expansion Report date: 04/04/16 Data filename: Page 3 of 10 COMcheck Software Version 4.3.4 Exterior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Eagan - Central Maintenance Facility Expansion Project Type: Addition Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) SERVICE N (Other door (not main entry)) 102 ft of 20 Yes 2040 SERVICE S (Other door (not main entry)) 110 ft of 20 Yes 2200 UTILITY DOORS (Other door (not main entry)) 38 ft of 20 Yes 760 BRINE E (Illuminated length of facade wall or surface) 24 ft 2.5 No 60 HYDRANT DOOR (Other door (not main entry)) 3 ft of door 20 Yes 60 HYDRANT WALLS (Illuminated length of facade wall or surface) 33 ft 2.5 No 82 UTILITY WALL WEST (Illuminated length of facade wall or surface) 93 ft 2.5 No 232 36 72 Total Tradable Watts (a) = 5060 6 232 Total Allowed Watts = 5435 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. LED: BB: Other: 1 2 (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture D Fixture Watt. E (C X D) SERVICE N (Other door (not main entry), 102 ft of door width): Tradable Wattage LED: BB: Other: 1 3 36 108 LED: CC: Other: 1 5 232 1160 SERVICE S (Other door (not main entry), 110 ft of door width): Tradable Wattage LED: BB: Other: 1 2 36 72 LED: CC: Other: 1 6 232 1392 UTILITY DOORS (Other door (not main entry), 38 ft of door width): Tradable Wattage LED: BB: Other: 1 2 36 72 LED: CC: Other: 1 2 232 464 BRINE E (Illuminated length of facade wall or surface. 24 ft): Non -tradable Wattage LED: BB: Other: 1 1 36 36 HYDRANT DOOR (Other door (not main entry), 3 ft of door width): Tradable Wattage LED: BB: Other: 1 1 36 36 HYDRANT WALLS (Illuminated length of facade wall or surface. 33 ft): Non -tradable Wattage LED: BB: Other: 1 2 36 72 Project Title: Eagan - Central Maintenance Facility Expansion Report date: 04/04/16 Data filename: Page 4 of 10 A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. UTILITY WALL WEST (Illuminated length of facade wall or surface,93 ft): Non -tradable Wattage LED: BB: Other: 1 2 36 72 Total Tradable Proposed Watts = 3304 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Inspection Checklist. Project Title: Eagan - Central Maintenance Facility Expansion Report date: 04/04/16 Data filename: Page 5 of 10 6�( COMcheck Software Version 4.3.4 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Mechanical Systems List 2012 IECC Eagan - Central Maintenance Facility Expansion Eagan, Minnesota 6a Addition Owner/Agent: Designer/Contractor: Quantity System Type & Description 1 HVAC System (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 90 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Single Package DX Unit, Capacity = 35 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 SEER, Required Efficiency = 13.00 SEER Fan System: FAN SYSTEM 1 1 RTU -1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Single -Zone VAV, 1366 CFM, 1.0 motor nameplate hp HVAC System (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 115 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Single Package DX Unit, Capacity = 48 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 13.20 SEER, Required Efficiency = 13.00 SEER Fan System: FAN SYSTEM 21 RTU -2 & RTU -3 -- Compliance (Motor nameplate HP method) : Passes Fans: fan 2 Supply, Single -Zone VAV, 2179 CFM, 1.0 motor nameplate hp HVAC System (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 1855 kBtu/h Proposed Efficiency = 100.00% Et, Required Efficiency = 80.00% Et Fan System: FAN SYSTEM 31 MAU-1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Single -Zone VAV, 19000 CFM, 15.0 motor nameplate hp HVAC System (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 1660 kBtu/h Proposed Efficiency = 100.00% Et, Required Efficiency = 80.00% Et Fan System: FAN SYSTEM 4 1 MAU-2 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 4 Supply, Single -Zone VAV, 17000 CFM, 10.0 motor nameplate hp Water Heater: Gas Storage Water Heater, Capacity: 150 gallons, Input Rating: 75 Btu/h w/ Circulation Pump Proposed Efficiency: 90.00 EF, Required Efficiency: 0.39 EF Project Title: Eagan - Central Maintenance Facility Expansion Report date: 04/04/16 Data filename: Page 1 of 10 Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Inspection Checklist. Project Title: Eagan - Central Maintenance Facility Expansion Data filename: Report date: 04/04/16 Page 2 of 10 / I T-- I I \ v I \ I TEL ARCHITECTS 1795ST. CLAIR AVENUE ST. PAUL, MIN 55105 (651) 696-5186 / w .oerteluchitects.com FF -H] FH FH FH i City of Eagan ❑ —---———--— — — ——— -------------- -— --„--- — ——— —--_—-----F I Central 3 15 u_ (1)IEAGAN MANTENANCE FACILITY SITE PLAN Scale PROPOSED SITE PLAN 1 "=40'-0” North — T — — — — — — — T- -1 \ I � I W0,1ccr NUMKR; 15-15 DAIS OG 65UE MARCH 29, 2016 OMWN Bf: EMW, DCE cwccNm er: JLO N *NS: I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA i xxutu� rre MARCH 28. 2016 ucENse / 15840 SHEET NNYE: SITE PLAN Emergency Response Submittal SHM N0: A0,1 Maintenance I I Facility Expansion �..FD _ ' 71W a FS WS I 3501 COACHMAN POINT EAGAN, MN. d 0 p a II 8 8 K8 ❑ R p p — — FA C ❑9 II 12 p p I EM I I GM o p 0° I r ava 25 FH II \ EXISTING 6.900 S.F. I r FHFH j — T — — — — — — — T- -1 \ I � I W0,1ccr NUMKR; 15-15 DAIS OG 65UE MARCH 29, 2016 OMWN Bf: EMW, DCE cwccNm er: JLO N *NS: I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA i xxutu� rre MARCH 28. 2016 ucENse / 15840 SHEET NNYE: SITE PLAN Emergency Response Submittal SHM N0: A0,1 For Office Use Permit#: /5- % % t 5-% t •,• ::itFee: t Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Plans: Electronic Paper Plan Submittal: eplans(c�citvofeacian.com L 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: y,,-a®" (9 Site Address: SC'j CIO&C.Y\ c\C\r,i\ 9+ Tenant Name: ��+4.10;hlr'! (Tenant is: New/ Existing) Suite#: Former Tenant: Name: CN 4 I PPhhone: Property Owner Address/City/Zip: gc 3o I I K t Pct• /1/,tiJ Applicant is: Owner j( Contractor Q ,Q Type of Work Description of work: \ �(L �ri.11 A S t c p r f� 1C d A Construction Cost: T79 q 0 C Name: <U.,'\ 6 4,SofA LL4icense#: 4113( C 9 ;?C Contractor Address: IS 17 V2_061E Q City: tA)vt( '/ . .ckr State: ,J\ Zip: S 5 !( 6 Phone: 5©--7- 0-7 3 - �I o Q Contact: t T << Ruc _ Email: '\N.C6C (VI-CA') b Name: Registration#: Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeanan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x ( o_. x Applicant's Printed Name Applicant's Signature • DO NOT WRITE BELOW THIS LINE ``�._?(/// SUB TYPES S S / (04Cll/f4,, -73-t Foundation Public Facility _ Exterior Alteration-Apartments V Commercial/Industrial _ Accessory Building Exterior Alteration-Commercial Apartments Greenhouse/Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement /Siding _ Demolish Building* Addition _ Exterior Improvement �/ Reroof Demolish Interior _ Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair Retaining Wall _ Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation 8 02 WO . ' Occupancy S . 1 MCES System N/iit- Plan Review Code Edition ZO(5 M136- SAC Units (25% 100% ) Zoning f City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction • 13 Width V REQUIRED INSPECTIONS Footings_New Building Deck Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock . / Other: V/ Roof:_Decking Insulation Ice&Water V Final Meter Size: Siding: Stucco Lath Stone Lath Brick EFIS Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test Final /Final/C.O. Required Pool: Footings Air/Gas Tests Final V Final/No .O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: -- — , Planning New Business to Eagan: - Reviewed By: (//W • , Building Inspector FEES Water Quality Base Fee Storm Sewer Trunk Surcharge Sewer Trunk Plan Review Water Trunk MCES SAC Street Lateral City SAC _ Street S&W Permit &Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: Page 2 of 3 For Office Use I' s v I t • , Permit#: / / `�� • :itFee EAGAN !V nIY ./",moi�`► � CEi TV1F-'.T�► I Payment Recvd: Yes No I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 SEP I Plans: Electronic aper j Plan Submittal: eplanst�cityofeagan.com 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: 9,-Q'h Site Address: 350 Tenant Name: 01 o� 1�c e, (Tenant is: New/ 1( Existing) Suite#: Former Tenant: Name: CCk o-C Phone: PropertyOwner /)0/" Address/City/Zip: Applicant is: Owner Contractor II , Type of Work Description of work: 2e 4otct re_-t-0,1n,\13Lick l( c1-k 04,1 AntArv,. ('et.1. Construction Cost: 76LOOO Name: \ter ('fie, d License#: Contractor Address:Address: 152, 17...k_17...k_c g6 S 1� r-(c . City: e,rte�.-f o c�'� State: Vi Zip: SSc .l/b Phone: 612-34 3-3603 Contact: k 1 Email: O'- r. • - _+ A. IOW Name: V; / = -./T, Registration#: Z 110 6S E Address: 1 Lf4Lk I \ ye 1t0 c ity: .dQi� q- l' 'Architect/ ! u State:PIA) Zip: 34O Phone: CI J G' "1 s- 417 2- Contact Person:2o'\ v.(1C.d Emaill Licensed plumber installing new sewer/water service: Phone#: NOTE.Plana and supporting documents that you submit'are considered to be public information. Portions of the information may be classified as nein-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan,com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and ap•royal of plans. X • a.d ♦ v X App icant's Printed Name A• - 'Int's ignature DO NOT WRITE BELOW THIS LINE /S7 -v-7 SUB TYPES sE) ( CC&h /-- 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 74,/15or. s-o Occupancy tif MCES System NSS- Plan Review .1Code Edition 20(S H&C SAC Units ✓ (25% 100% ) Zoning Pr City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings 0 Length Fire Sprinklers Type of Construction V:B Width REQUIRED INSPECTIONS Footings New Building Deck Addition Drain Tile Foundation Foundation Before Backfill ✓ Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof: Decking Insulation Ice&Water Final Meter Size: Siding: Stucco Lath Stone Lath Brick EFIS Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test Final / Final/C.O. Required Pool: Footings Air/Gas Tests Final Final/No C.O. Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes v No Reviewed By: 17kit- NV • , Planning New Business to Eagan: ld b Reviewed By: C', zC' , Building Inspector FEES Water Quality Base Fee G Pry/9l&-T-Storm Sewer Trunk Surcharge 5g-re Sewer Trunk Plan Review Gam/ Pi-2t/Et-I' Water Trunk MCES SAC --- Street Lateral City SAC -- Street S&W Permit& Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: 4 Trail Dedication TOTAL: 38.S-0 Page 2 of 3 l