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4350 Johnny Cake Ridge Rd Use BLUE or BLACK Ink - - - - For Office Use C~,Z3;s Permit I I City of Eajan Permit Fee: 1 3830 Pilot Knob Road r= r P l V E D I I Date Received: Eagan MN 55122 Phone: (651) 675-5675 APR 0 1 2011 I staff: j Fax: (651) 675-5694 1------------ 2011 COMMERCIAL PLUMBING PERMIT APPLI ATION Site Add Date: 1,gul I I re s: Tenant: too k-.) Suite PROPERTY AA OWNER Name: 1J Phone: Name: r e DW EM CONTRACTOR Address: City: State: AW Zip: Phone: lX~ ~~1 Email: TYPE OF -New _Replacement Repair Rebuild _ Modify Space Work in R.O.W. WORK Description of work: COMMERCIAL PERMIT TYPE New Construction~ / Modify Space Irrigation System yes / ✓ no) (q_/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 $ 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 '351 QQ 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.cior)herstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conf;0,w,.D inances and codes of the C ity of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start withwork will be in accordance with the approved plan i the case of work whit requires a review and approval of plans. e I 1A X ft/tim X Applicant's Printed Name Ap i n t re 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 QF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-189 (612) 681-4675 INSPECTION RECORD PERMIT TYPE: Permrt ?lumber: ? Date Issued: f'r t) I t 11 1 0 1185644 08 ! 4c. /444 ? SITE ADDRESS: 'I `? I th }R 4 V:` cv 0 i 0 °` t 0 f ! Ei{ M'h t.s? 1t?fiNMY ! At f F ( Iiri! I-.11 ? 1{ R M! 1'_. PERMIT SUBTYPE: i,: i? l+ I 1 IV i; , APPLICANT: ( r•..1 :.? f N i.? riHtsvf TYPE OF WORK: (it ">i it 111 t I{0111 #i hf'AIFr ( RO[?f 1 Niy ) Permit No. Permlt Holder Date Te?ephone # ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOAFD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL ??Qn u BSMT R.I. BSMT FINAL pECK FfG pECK FINAL SEWER & YnATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE METER # OFFICE USE ONLY PERMIT DATE 05109190 CHIP # PERMIT # 11381 METER SIZE 2&W&_P. RECEIPT # C 7707 ISSUE DATE '-? ?BYA. RECEIPT DATE 051091 ? 0 _ PRV - BOOSTER PUMP SITE ADDRESS LOT BLOCK SEC/SUB vV%lmug APPLICANT: ADDRESS: CITY, STATE ZIP ? PNONE: PLUMBER: ADDRESS: CITY, STATE ZIP PHONE: -? ? - OWNER: ADDRESS: CITY, STATE ZIP I PHONE: PERMIT REQUESTED vSEWER WATER - TAPS -!n'-COMM/IND _ RESIDENTIAL v NEW - EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. SITE ADDRESS Unit # Permit # Sect.ISub. INSPECTJON INSPECTOR DATE COMMENTS .,?j+C ?'? 2? ( G,L 3 ^ w a ? e v ? ..? .? `? e c L ?'• 9 • ?a --9? aT r o? Z?hl "5' `'? u re rr ?r sr1 - - ( ' 3830 Pilot BUILDIN6"P ERMIT i To be used for ELEKENTARY SCH0t7L Site Addr?ss 4350 i OHNNY Cllli Lot Biock Sec/Sub.. Parcel No. rc Name I.i•,Dk,PENDENT 5Cll ? Address 14445 DIQlKOND F 0 city R05E40Ui4't Pho a Ix)E,FFEL EtiGST?I o NamA ?F Address 1040 S 5IXTEi ST , L ..:... ,;:!Pt:iMS. ??-- wW Name znL wv?''e? A5b[7c' =Z Address ? ?'M ST, SUITS O <W City T A L Phone - I hereby acknowlege that I intormation is correct and Minnesota Statutes and City application and state that the y with all applicable Slate of A Building Permit is issued to on the express condition that applicable State of Minnesota Building Ofticial co ?g ?MN 55121 j - _`?j . 7 )0 Date JIiNE Zi 19 vo , OFFICE USE pNLY . :' OccuPancy E-I AgP. i FEES Zoning SS4 12 00 (nctual) Const (Allowable) . ? Bldg. Permit l?sZS•3s r Surcharge # ol Stories , --4 8,070. 00 P R Length a lan eview 4,800.00 Depth S.F. Total-- SAC, City Mcwcc 28' 800' 00 sAC S.F. Footprints ! , On 5ite Sewape _ Water Conn on site weu ? water n+ieter ? MWCC Syslem - Accl• Deposit Ciry Water PRV Required _ Sl1N Permit "I Booster Pump - SNV Surcharge 12.096.00 Treatmant PI APpROVALS : Road Unit 10.597.00 Planner _ P?k Ded Council ? BIdg.Ofl. _ Copies ? ? Vaaance - TOTAL J pennR No. PermR Hotder Dats Tskpfione # VWITER I3O ?O, F R ?il? ? w 54V03 `?/3o q $/ a0. Q9 PLuMeING /f (P 7 4<S `30 H.VA.C. ?f 0 ELECTRIC 5qq 3. '`YG SO Inspection Date Insp. Comments Footings I Foundation Fra„ing Hooerg Rough Pibg. ' Ra4h Ht9• Isui. Fireplace Finai Htg. Fnal Plbg.. - Const. Mefer Pibg. Inspector - NotiTy Plumber Engr./Plan Bldg. Final d Deck Ftg. DedF Fnal Well ? Pr. Disp_ r. ?s"is S r, _J $0?4g. 06) T'c. p.,?. 5/9/90 Unit # Permft # L ? B r Sect./Sub. W iI m U g ' 4v. I INSPECTION I INSPECTOR I DATE I COMMENTS I t/ /r 6> e 0 0 64L. 'k . INSPECTION INSPECTOR DATE MMENTS JOINoro s-9 - 90 ?--?a c,4L.) ? -? .. ? ? _/ -a -4 cd ?s s-18'-Pli Q B 7- y - rr'd kJ.? s-? i- Qa td h;73 Qe) ?t S A 5-23 a' (,a e- ty 3 S .r 2 y,9c G-r - cu,? l?? r d fs? _ Cr? - U b- 7 D ? uJ,?iff Q ! - /- ?- r o -, z-to F? AS ` i9 •9t . . ?'S ' ? .? , CONTRA? PRICE Site Addr ss _ Lot CITY OF EAGAN PERMI ?'3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEI ?ZAQJd" PHONE 454,8100 ? DATE: Block Name cGNI ?i 'Yl %..um qp ? Addr ss s v s 's + ? City -- erd(d Phone Nam C 4r? r'_ 3 Address O City Phone FEES COMM./IND. FEE - 196 OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APLLIES MINIMUM - RESIDENTIAL FEE $12.00 MINIMUM - COMM.IND./FEE $20.00 STATE SURCHARGE PER P IT .50 (ADD $.5?5(C PER EACH OF PERMIT FEE) BLDG. TYPE WORK DE CRIPTION Res. New Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLL WING: FIXTURES O L ? Water Closet . $3.00 $ ?D Bath Tubs - $ ?.b0 ? Lavatory - $3.00 Shower - $3.W. ? Kitchen Sink - $3.00 UrinaUBidet - $3.00 Laundry Tray - 0.00 ? Floor Drains - $1.50 Water Heater - $1.50 -" Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM -1 PER PERMIT) Softener - $5.00 ?` • ? - Well - $10.00 ? Private Disp. - $10.00 ?r Rough Openings - $1.50 U. G. Sprinkler System - $12.00 --,9-??, PERMIT FEE: ? Uc,?v STATES S1C: ? m Name ? Address c City Phone ? Name ' ; Address p City Phone TYPE OF WORK Forced Air Boflet Unit Heater M BTU Air Cond. ' - M BTU Vent CFM C3as Piping Outlets # ` I Other PERMIT FEE: SJC: TOTAL: MECHANICAL PERMIT CITY OF EAQAN 3830 PILOT KNOB ROAD, EA(3AN, MN 55122 PHANE: 454•8100 r-or omoa use oniy: PERMIT # RECEIPT # DATE: BLDG. TYPE WORK DESCRIPTION Res. New ? Mult T Add-on ? Repeir Comm. Other ? . FEES RES. HVAC 0-100 M BTU -$24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HYAC INCLUDES A/C OM NEW CONSTRUCTION ) GAS OUTLETS (MINIMUM -1 PER PERMIn - 1.50 EA. COMAA/IND FEE -1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE 8 CONDOS - RES. RATE APPLIES MINIMUM RESIDEMIAL FEE - ALL ADD-OM 8 REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SUACHARGE PER PERMIT - .50 (ADD $.50 S/C PER EACH $1000.00 OF PERMIT FEE) , - SIGNATURE OF PERMITTEE FOR: CITY OF EAGAN Block ' SeclSub M BTU i ' ' M BTU SITE ADDRESS L B Sect./Sub. Unit # Permit # INSPECTION INSPECTOR DATE COMMENTS 4?60 /= / f // ? . a ? Q ' D, ? I K A .?.-• a ?-r / ? : .? G 400, INSPECTION INSPECTOR DATE COMMENTS ?? /?-.2 - ? ? WAI S A ? Z ?4 0` J. . iy G?a -c o? ?n a r 2- - ? ZIAj 0 -z ? G?s o v e.? 2 2 7 Z 2 211 • 12-20 li l . ,? , g .'o.semr op ' RE: DATE: 4350 JOHNNY CAKB RiDGE RD Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your 5ewer & Water Permit for the above property cannot he completed for the following reasons: x Your Sewer & Water Permit for the above property has been completed, but the meter cannot be issued or occupancy allowed until further notice. - COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. « ..0,. DATE: RE: 4350 JONHNY CAKE RIDGE RD 05/04/90 Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your Sewer & Water Permit for the above property cannot be completed for the following reasons: Your Sewer & Water Permit for the above property has been completed, but the meter cannot be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. CITY OF EAGAN No _18033 3830 Pilot Knob Road, P.O. Bax 21-199, Eagan, MN 55121 PHONE: 454-8100 g? ?? BUILDING PERMIT , Receipf# ?- ? U J To be used forELEMENTARY SCHOOL y} ???i?g $3 1 507, 000 Date JUNE 21 ,1 g 90 Siie Address 4350 JOHNNY CAKE RIDGE RD Lot 1 Block 1 SeclSub. WILM[75 Parcel No. w Name INDEPENDENT SCHOOL DISTRICT 196 ? Address 14445 DIAMOND PATH ° City ROSEMOUNT Phoqe 42 }F Name LOF.FFF.i. F.NGRTRAND CO gQ Address1D40 R SixTH S7' i- CISy HOPKTNS Phone 9R5-0141 WwlName THE WOLD ASSOC Eg Address 6 W FIFTH ST SUITE 520 aw City ST PAIIL Phone 227-7773 OFFICE USE ONLY Occupancy E-1 A-Z.1 FEES Zoning ?PF/ (Actual) Const II'1 au`tsPR) Bidg. Permit 12 , 554. 00 INlowable) II-a-ER Surcharge 1,925.3 S a or Stories ? Len9th 344 ? Plan Review 8,070.00 Oep[h 991_' SAQCity 4,800•0? s.F.TOtai 78,11Q0 SAC.MCWCCZ$•$00.00 S.F.FOOtpnnts $2s1.$.D On Site Sewage - Water Conn On Site Well - Water Meter MWCC System XX _,_ Acct. Deposil Cily Water FFV Required _ SMl Parmit I hereby acknowlege ihat I have read [his application and state that the information is correct and a rae lo compiy wilh all applicable State of Minnesota StaWtes and City?f Eagan Ordinances. ,_ Signature of Permitae 8ooster Pump - S/W Surtharge . o0 Treatmenl PI 12,096 APPROYALS Road Unit 10? 597.00 A Buildinq Parmit is issued to: " LOEFFE](,A?}J(:STRAND ('D Planner - park Ded. on [he ezpress condition that all work shall be done in accordance with all Council applica6le State ol Mjin?nesota Statutes and Ciry of Eagan Ortlinances. Bldg. Otf. _ Copies ,+?,.e,(fd.I a s Variance ? TOTAL 78,44235 8uildingOtficial-_!)NJ?I ppp ' !?/ ?50 E` y/39?9/ s03e7o/f' ?4403 /-i / Raquest 0 ?` Fire No. Rough-In InspeGion i?? Reatly Now ? Will No?ily Inspector VJh R tl ? D J Ves o en y Be CA&W ? ? I li nsed contractor ? owner hereby request inspection e electrical w Q ,5 JoE AOdresg (Street, Boz or Rou[e L/?? N p1y dL Seclion Yo. Township Na No. Rarge No. County Occupant (PRIM) Phone No. Power Su ier f? r /1 /c J ACtl? ? n Elec1' Catlracl r(Compeny N niracla Licen No. / M9iIInpMCress[ConlraclmOrOwnerr Ialla?ion) n T ? ? (COnlreclor/Owner np In Ilat ..? Phon umber a?, 6 s NINNESOTA STATE BOAi10 OF ICRY THIS INSPECTION REOUEST WILL NOT Griggs-YlOway Bltlg. - Room S/Ti BE ACCEPTED BY THE STATE BOARD 7821 Univarcity Ava., SL Vaul, MN 55f06 UNLESS PROPER INSPECTION FEE IS Phoire (fi12) 802-0800 ENCLOSED. - , J/?/ qO , REQUEST FOR ELECTRICAL INSPECTION . ? See insiructions Iw campleting this lorm on beck of yelbw copy. .,`j 4 4 03' ' X" Below Work Cavered by This Request ? s? ? 3 1 f. e Atld Rep TypeoiBUilding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water He- ter Electric Heating Apt. Building 'Uryer Other (Specify) Comm./Industrial Furnace Fartn Air Conditioner ' Other (speciry) Conirador Hemark/s?: / Compute Inspection Fee Below.? /?x , pvtfyyLl- # Other Fee # ServiceEntrenceSize Fee # CircuitsiFeeders Fee SWimming Pool 0 to 200 Amps 0 t0 100 Amps Transformers Above 200 _ Amps Above 100 _ Amps • Signs Inspecmr§ Use Only: TOT tl ? IrrigationBOOms ??Q Special Inspection v J AlarmlCommunication ? : l Othar Fee I, the Electrical Inspector, hereby pough-in oale certify that the above inspecfion has been made. Final oa+e a IOPfICE USE ONW v I IThis requesl voiC 18 rtwnihs Irom T? 16?Y? n" L ?; 9a-- /Olo U.; % J22 12 °° ReQUest Date fire No. Fough-in Inspection Requiretl? ? ReaOy Now ill Notity Inspeclor li tl ? I , Ves ? No When ea y I licensed contractor ? owner hereby request inspection of above electrical work at: AOOre (Sireet, Box or Rout J 1 C' D ? Seclion No. Township Na or Na. Range No. Counry Ocwpan? P NT / P?one / ? / J Power SuOPlier ' Atltlress EIecV al ontracror(Company m f ConV for§ ' nse No. Mailin9 q0 551COnfldct0r Or 0v9uf Mdking In5ldll i0n? V ss ? r AuI o?izetl ignature (ComractovOw er aking I Ia tian) Phone Number Ct/ S(6 ? OJCG? MINNESOTA STATE BOARO OF ELECTRIGITV ? THIS INSPECTION REQUEST WILI. NOT Grlggs-MlEway BIGg. - Room S-173 BE ACCEPTED 8Y THE STATE 90ARD 1821 University Ave., St. Paul. MN 55104 UNLESS PROPER INSPELTION FEE IS Phone (612) 641-0800 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION EB-00001-08 n ? 22912 •$ee inslruqionp !;?wcompleting this lorm on back of yellow copy 0 'X" 8elaw Work Covered by This Request ?`" , '? ew Add' Rep. ,1 TypeofBuiltling ApplianceSWired EquipmeniWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt Building Dryer OMer (Specity) Comm.llntlusirial Furnace Farm Air Conditioner r - Other(speafy) Conhaclqr's Remark Compute Inspection Fee Belaw: w- - #• . Other Fee k ServiceEMranceSize Fee # Circuits/Feeders Fee Swimming Pool 0(0 200 Amps 0 to 100 Amps Transformers Above 200 _ Amps 100 _ Amps • Signs Inspecror's Use Only. TOTAL ? Irrigation8ooms ?? ? S/ S Special Inspection Aiarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETEO WITHIN 18 MONTHS. I, the Electrical Inspector, hereby f Rou9n-in f oate certi y that the above inspection has been made. • Flnal eter ^ re p ? OFFICE USE ONIY This request voitl 18 months Imm ?,-k- 1 B1 o cL I ?<<W? U-s 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 s `) q.a? • Structural Plans (2) sets . Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) . Shucturel Plans (2) • Code Anatysis (t) " • CertifirateofSurvey (1) • CivilPlans (2) • ProjectSpecs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • ProjectSpecs (1) • CodeMalysis (1) " • Master6citPlan (1) • Spec. Insp. & Testing Schedula " • Certifcate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. insp. & Testing Schedule (1) • Elec. Power & Lighting Fortn (1) not aiways" • Meter size must 6e esfablished • Meter size must be established • Meter size must be established-if applicable 1. • ProjectSpecs (t) 1 • EnergyCalculations (1) " y l • Electric Power & Lighting Form (t) " l l. . Master Exit Plan (1) y d • Emergency Rasponse Site Plan (1) 1 • SoilsReport (1) y • SAC de}ercninafinn - rall fi51-fi07-1 f100 . SAC dPtermination - call 651-602•1 000 SAC detemlinaGon - call 651-602-1000 Call MN Dept of Health az 651-215-0700 for details regarding food & beverage or lodging facilities. Contac[ Building Inspections for sample and if required when it states "not always". *•' Permit for new building or additlon will not be processed wi[hou[ Emergency Response Site Plan. Date 7_ IZ? lOzZ Construction Costh Sgo? Q? ,? Site Address ?,?J?" c?U 6*?F ,eo'q,lr ,e UniUSte k Tenant Name ?'Jtlk ZC/ W/?// ??rY! Former Tenant Name Description of Work ??Ai?h??l? ?i?C/??/?? - y Property Owner Telephone # ( ) 6 5: ,2 / Contractor Address IO/Q ? Xr?x f City L?S??f??? State /17lt/ Zip 5S//R Telephone #1(6Sl ) ySS-00ff ? Arch/Engr Hegistration # Address C<<Y State Zip Telephone # ( ) D JUL 2920 Licensed plumber installing new sewer/water service: Phone #: ) ?' _----'? I hereby apply for a Commercial Building Permit and acknowledge that the informatio g e e and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for 'a pernvt, 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 appmval of plans. Applicant's Printed Name Applicant s Signatur OFFICE USE ONLY Sub Types ? Ol Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteretion ? 34 Replacement ? 26 Public Facility X 27 CommerciaUlndusti'ial 0 28 Greenhouse 0 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. CI 42 ? 37 Demolish (Bldg)• ? 43 'Demolition (Entire Bldg oniy) - Give F 30001, Valuation . Occupancy Census Code 3`7 Zoning SAC Units Staries N6r. of Units Sq. Ft. Nbr. of Bldgs t Length Type of Const Width Required Inspections _ Footings (new bldg) _ Footings (deck) = Footings (addition) _ Foundarion _ Drain Tile Roof Ice Pr _ Decldng _ Insul _ ?Fraznivg _ Fireplace _ R.I. _ Air Test _ Final Approved By: Planning Base Fee Surcharge Plan Review MCES SAC City SAC Water Suppiy & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demalish (Interior) ? 44 Siding Demolish (Foundatlon) ? 45 Fire Repair Reroof ? 46 WindowslDoors CA handout to applicant ? MCES System ? City Water Booster Pump PRV ? Fire Sprinklered Insulation ? FinaUC.O. ? FinallNo C.O. Other Final _ Pool _ Ftgs _ Au/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows (?-Building Inspector PLiIMBING (CONMERCIAL) • " Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone 4 651-675-5675 FAX # 651-675-5674 --w ?O . `??b Date Site Address - Unit # Tenant Name Former Tenanf Name Property Owner Telephone #6,) InZ3 - Contractor U??a Address ? City State Zipt?(A _ Telephone # 5 The Applicant is _ Owner ntractor _ Other Work Type _ New Bldg _ Add-on Repair RPZ PVB Irrigation system * •.Ierrv Wobschall to cplculn[e teea. I2e uired meter siza is 2^ turbo nnless snt aller size permittwl bs Public WOr6t Description of Work P 1 To inquire if Pressure Reducing Valve is required on new service, ca11 6 51-67 5-5 646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed nrior to uickin e uu meter Irtigation Size & Type Avg GPM Fire Size & Pdce 3/4" disolacement $156.00 Domestic Size & Type Avg GP_M Includes high demand devices? _ Yes _ No F7ushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x Al% °$ Base Fee $ Meter(s) Required on all new buildfngs & bou[evazd irrieation sys:ems $ _ Radio Meter Read If 6ase fee is $1,000 or less, surcharge ie $.50 $ StdtO SUI'Gllaig0 If base £ee is over $1,000, surcharge is $.50 per $1,000 of the Base Fee . '_'- '_ --------------- - '_'_"'_- '_' Following fees apply only when installing new irrtgation system $ -'- _'_'_ '__-"'-" Water Pernut Contact Jeny Wobschall at 651-675-5024 Cor required fee amounts $ Treatment Plant $ Water Supply & Storage $ ------------------------------ State Surcharge --------------- ------------------------------------------- ------------------------- ---- $ ----------------------------------------- Total Fee I hexeby apply for a Commercial Plumbing Pemvt and acknowledge that the informa[ion is compiete and accurate; that the work will be in confonnancc with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that [ u rstand this is not a permit, but only an application for a permit, and work is not to start wi[hout a pemut; [hat the work will be in accordance Mth t approved plan in the case of work which requires a review and approval of plans. Q ?t c? plicanPs Printed Name canPs Signature ? . PERMIT CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMITTYPE: auzLoINe Permit Number: 0 2 8 5 6 9 Date Issued: 0 8 j 15 / 9 6 SITE ADDRESS: 4350 JOHNNY CAKE RIDGE RD LOT: 1 BLpCK: 1 WILMUS P.I.N.: 10-84450-010-01 DESCRIPTION: (ROOFING) Permit 7ype STORM DFlMAGE 09-r,k Type REPAIR ci437 AIT. NONRES. ?e " re?e nL ?mak.ai ai 41 ?^ aa N"k :-"? »t?; %. €a REMARKS: FEE SUMMARY: CONTRACTOR: - Applicant - OWNER: DALBEC RppFING 24738080 IND SCHOQL DISTRZC7 196 SRS WILLOW DR 14445 DIRMONO PRTH LONG LAKE MN 55356 ROSEMOUNT MN 55068 (612) 473-5080 ? z m?Fo "r.m'a ? ' ?St?ttttie? 7 1(l1o li_D,t/'A I M±- APPUCANT/PERMITEE SIGNATIJRE JSSVED BY: IGN URE itSL9 CITY OF EAGAN - 1996 BUILDING PERMIT APPLICATION ONIMERCI LA ) 681-4675 ?-- -- - The following are required wdh appropriate certification for all nm construc[ion: . 2 each: archkectural plans; mech. 8 elec. plans; fire aprinkler plans; structurel plans; site plans; landscaping plans; gredingJdrainagelerosion conhol plan; ufility ptan • 1 each: set of spetfiwtions; set of energy talculations; electrical power S lighting form; Special Inspections & Testing Schedule ? Leker from MCANS (phone 9222-8423) indiwting SAC determination ? Code analysis Indicatlng: Codes used; occupancy classifications; setbadcs; maximum allowabk erea as per Building and City Cotles along with sq. R. per floor; type of consWction (synopsis of consWCtion components) & any occupancy or area saparation walls; occupancy loads; exit synopsis with a diagram indipting exiting loads from each room or area, travel paths & all raled cortldore; plumbing fuctures; and parking. DATE: DESCRIPTION OF WORK: CONSTRUCTION SITE ADDRESS: LOT I_ BLOCK PROPERTY Name: Phone #: OWNER Street Address: i'/ ?Y? ? City: IIIJIM 11t1.n?_ State: ? Zip: CoNTw?croR Company: dJ?VI-26G KCUlh0 Phone #: Street Address• &,ve city: ziP: SS35"4 ARCHITECT/ Company: Phone #ENGINEER Name: Registration #• Street Address- City: State: Zip: Sewer & water licensed plumber: I hereby acknowledge that I have read this application and state that the informa?ion/?srrect and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signature of Applirant: 'w N % WORK TYPE: NEw REMODEL ,? ? \ ? '" ltais 1990 BUILDING'PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS DF PLANS 2 SETS OF PLANS 2 SETS-OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHEGK 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 APPLIES WEiEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP SY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MC1ST 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. PERMIT MUST SHOW A LICENSED PLUMBER. To Be Used For: Valuation: Date: Site Address 1436-D 7:7;aj+,svC*,,eg P,j &a 1,..o Lot I Block I / Parcel/Sub W t1i.L MUS Owner -0`(RL Address 2t A-ri .py Yi4iet City/Zip Code 5bs48' ?;?RRy HERTC.?H Phone Gontractor Address (ocfo y;- City/Zip Code ?eA<,vs M-) ZQ?gy6s? Phone ... G Arch. /Engr . -7;sa "!=? ? c Address L Jr?v?;r `u`r'x ,f'Zo City/Zip Code ?7-PA,'J-I'lr> OFFICE USE ONLY SS'O?`ooo FEES Occupancy E'? ?z•I Zoning pF Actual Const IH PQ)Bldg. Permit Allowable SG=JHIe' Surcharge # of stories 2 P1an Review Length 3 U`-l?r SAC, City Depth Z 5 3 SAC, MWCC S.F. Total $DO Water Conn Footprint S.F. SZ,15o Water Meter Acct. Deposit On site sewage_ S/W Permit On site well _ S/W Surcharge MWCC System -ten, Treatment P1. City water Road Unit PRV _ Park Ded. Booster Pump _ Copies SUBTOTAL APPROVALS Penalty Planner _ TOTAL Council Bldg. Off. Variance SS rCa 1 2 .3S QQ p, 00 y`6Zo, 00 ?. ? /O 54r1,t? Phone # 2-2-<l_ . -• VP\ ?- -- r? -t . .? • Ssr7o,C)oJ S?O?, Sc7ta o?Z 5,50'7,DO6 F?RnA ir 1Sr J,aao,coo = 353q.st? 4I S??KYZ?. SURGHARG? --?? Isr s, ao0, au:, ? I 5? L7 ?o`l,c??a ?c ,uaoo$r 2. 5?35 Is25?3?"` -PLa N o i2 ? z S-L-0-T TA'fE PUN R<vic-7.J cic).OJ ?) = 80-01:1d 04. 970170 ?2?Lk H?- °I,9S'Ac-,ees X IUGS ? ??S?G,?S` d?L le?Sci? Sk C_ (95 ur,rrs ' ? loa x ?i`6 ? `60 0 Mw c.c_ ? G • ? ?DO x41? = ZSgDo 72>554• uu+ 7?7I5 •:55F "f Yt , Pca,N r E} ,u`I u• ti u+ , 4,800 •00+ `,252)c48= 12t7?(o 28, i;i)U•uti? 12,u96•UU' 10=?<)7•OU+ 78, 44:.>>;K CITY OF EAGAN 3830 PIIAT RNOS ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 FOR CITY USE ONLY PERMIT # RECEIPT # ti 1r?_ DATE: mgmmm;4 PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE ] TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ ---'----------------------------------• WORK DESCRIPTION FEES NEW CONST ?G ADD ON REPAIR OWNER NAME: SITE ADDRESS: LOT; BLOCK SUBD. INSTALLER: ADDRESS: CITY: PHONE #: ZIP: ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT SUBTOTAL: STATE SURCHARGE: TOTAL: DWELLINGS 6 $15.00 24.00 6.00 3.00 $ .50 $ SIGNATURE OF PERMITTEE PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMZLY SUILDINGS WNEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: OWNER NAME: OAnKic>a SITE ADDRESS: k'nro. LOT:? BIACK I SIIBD. INSTALLER: L_ -;? 6' ADDRESS:(???'a Sfl/n/E[c' Gic'FEt< ?f?RKu?ri )' CITY: d"1 r' z -r- rrt / ZIP: S3 %?r U PHONE #: ?5 G 6) FOR: d?'? CITY OF EAGAN FEES 18 OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ '?/G. "'d STATE SURCHARGE _r o t TOTAL: $ t?' - `J (SIGNATURE) /,li 61) G?) ,S? ? ? . ? CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon compieoon of work, inspection end tects shatl be mede 6y the contrwtor's reprewnutive and witnassed bV an owner's representative. All defects shall be corrected and system left in service before contrector e panonnel finally leava Me jo6. A cettificate shalI be filled out and signad 6y both represantativea. Copies shell be preparad for approvin0 authorities, ownen and eantrector. It is understootl the owner's represamative's signature in no way pre)udices any cleim egainet contractor for faulty metarial, poor workmanchip, or faiiure to comply with approving authority's requiremenb or local ordinancae. /D - ACCE7TED BV APVROVING AUTHO !O PLANS d 9 114 E r R o $ V 1NSTALLATION CONFOqMS TO ACCEPTED PLAN$ EqUIPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS 25VES F-JNO [?'S'ES ? NO T HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN 1NSTRUCTED AS TO LOCATION . ? ?.TES 0 NO OF CONTROL VAlVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT T? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS ANO CARE ANO MAINTENANCE CNARTS VES EJNO AND NFPq 13A BEEN LEFT ON PREMISES IF NO,EXPLAIN . LOCATION SUPPI.IES BLDGS. . OFSVSTEM Z oN5 -As 3? l.owER LEVEL MAKE MODEL vEAR OF MANUFACTUFE ORIFICE SIZE pUAN71TV TEMPERATURE RATING C n+ c. ' PE,vD 14,10 'fa " 15-1 6 5-6 F SPpINKLERS PIPE AND FITTINGS PIPE CONFOf2M5 TO AJ , F. P. A_ STANDARD YES [D NO FITTINGS CONFORM TO A/, F. P. A. STANDARD YES E]NO IF NO, EXPIAIN ALARM AIARM DE V ICE MAXIMUM TIME TO OPERA7E THROUGH TESf PIP E VALVE TrPE MAKE MO MIN. SEC. OR FLOW INDICATOR ? ?.-- DRY VALVE Q O.D MAKE MOOEL % SER MAKE MODEI SEAtAT-NO. TIME TO WATER pRES5l1RE TRIPPOI AIR RE MEWATER REACHED 7ESTOUTLET'. ALARM OPERATED PROPERLY ORV PIPE OPERATING MIN. S PS! MIN, SEC. ? YES NO TEST Without Q.O.?. . rv/a W;t? a.o.o. ir rva, •MEASUREO FROM THE TIME INSPECTOR'S TEST CONNECTION VA1_VE IS OPENEO. BSA C+WtO) PPINTED IN THE U.S.A. FOR NATIONAL FIRE SPRMl` Eq ASSOCIATION, INC., P.O. BO% 1000, PATTERSON, N V. 1166Q ?`?`'7 rt ELECTRIC DELUGE & I5 THEaE AN ACCESSIBLE FACIL?TY IN CUIT FO IF NO, EXPLAIN PREACTION ? YES ? NO VAWE5 .. N/A OOESEACHGRCUROPERATE MA MODEL SUPERVISIONLf76SALARM CIRCUIT N?H7i1MUMTIMETO OFERA OFEftATEREIF_ASE VES NO YES MIN. SEC. HYDROSTATIC: Hydrostatic tests shell be mada at not lesa than 200 psi (13.6 ban) for two hours or 60 psi (3.4 bars) above static ' . pretture in excess of 150 psi (10.2 bars) for two hours. Diffarential drypipe valve clappers shall be leh open during teet to prevent damage. . All aboveground piping leakage shall be atopped. F LUSH ING l TEST DESCHIPTION : F ow the required rate until water is clear as fndfceted bV no collection of forei qn? material in burlep 6a9s at outlets such as hY ra? "?g a"d blow-offs Flush at flows not less than 400 GPM 11514 L/min) for 4tinch pipe 600 GPM 12271 L/minI for 5-inch a i ? p , p 750 GPM 12839 L/min for 6-inch pipe, 1000 GPM 13785 L/min) for S-inch pipe, 1500 GPM (5678 l/min) for 70-inch pipe and 2000 GPM (7570 L/min) for 12-inch pi e When l p . supp y cannot produce stipuleted Flow retes, obtain meximum available. N MAT C: Establish 40 psi 12.7 bars) air pressura and measule drop which shell not exceed 1-h l (0 1 b 24 h ) i ps . ars n oun. Test pressure tan s at normal water level and air preasure and meesur¢ eir piessure drop which shall not exceed 1-8 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLV TESTED ATZ 0 P$I FOR 2_HRS. IF No, STATE REASON ?RY pIRING PNEUMAT1CALlV TESTEO NIA DyES ?NO EpUIPMENTOPERATESPRpPERLY YES ?NO ORAIN REAOING OF qqGE I..pCATEO ryEqR WATER SUFRV TEST PIPE: - RFSIWAL PR65URE WITH VAWE IN TEST PIPE OPEN W I DE TESTS 7EST STATICPRESSURE: PSI P51 Underground maim and lead in wnnectiona to system rieers fiushed before connection made W apriokler piping, VERIFIEO BY COPV OF THE U FORM NO, 85B CAyES ?NO OTHER EXPLAIN FLVSHED BV INSTALLER OF UNOER• GROUNDSPRINKLEqPIPING %YES ?NO BLANKTESTING NVMBERUSEO LOCATIONS - NUMBERREMOVEO GASKETS /v o,v E WELDEOPIpJNG YES ?NO IF YES... DO VOU CERTIFV q5 THE SPRINKLER CONTIiqCTOR THAT WELDING PROCEDURES COMPLV WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 ' ?(VES ?NO WELDING Do VOU CERTIFV TMAT THE WELOINO WAS PERFORMED BY WELOERS QUAIIFIED IN COMPLIANCE WITH THE REqUIREMENTS OF AT LEAg7 qW5 030.9, LEVELAR-3 6<YES ? NO DO VpU CERTIFY THAT WELOING WAS CARRIED OUT IN COMPLIANCE WITH A oOCUMENTED 4UALITV CONTROL PROCEDURE TO INSURE THq7 qLL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTNER WELDING RESIDUE ARE REMOVED, AND THAT TNE INTEqNAL OIAMETERS OF P P I ING qqE NOT PENETRAT£OD . . YES Q NO HV?RAULIC NAMEPLATEPROVIDEO IFNO EXPLAIN DATA , NAMEPLATE YES O NO r uI ?c/njvictWITHALLCONTROLVAWE50PEN: REMARKS ? ? I Z OF SPRI SIGNA ANO ?-/52-R m?er-?hd/ IoATE TITLE -^ / ./.. 85A BACK F CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PHOCEUURE Upon compleuon of work, inspection and tects shall 6e mede bV tha contraCtor'o rePresentetive Bnd witnecsed by an awner's representative. AIl defects shall be corrected and cystem leh in service before contreMOr'e peroonnel flnally leave the job. A cenificate shall be filled out end cigned bV both repreantativee. Copim shell be pnpmed for approvinp authoritias, owners and contractor. It is understood the ownera representative i aignature in no way prejudfces any claim agairot coMrattor for feulty material, poor workmenehip, or failure to complv with aaorovinn authoritv's reauiremante or locel ardinancas. .vrarsy s BV APPROVING AUTHOR TATE OG /I PLANS INSTRUCTIONS INSTALLATION CONFOFMSTO ACCEPTED EqUIPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS OF IFI 16 luiaoe 1o - AND ?Z-T CP r fYES ? NO ?YES [:]NO ,VES ? NO LOCATION ISUPPLIES BLDGS. OFSVSTEM ZoNE At 1 , MA1M LEVEL GYM ? MEc.H . RooM MAKE MODEL YEAROF MANUFACTURE ORIFICE SI2E QUANTITY TEMPERATURE RATING C L. 'H •, o o it • 7 4g I F SPRINKLERS CEAJrRAL- NO 11 2 - PIPEAND FITTINGS PIPE CONFORMS TO N•F. P_ a. STANDARD VES El NO FITTINGS CONFORM TO AI.F.P.A. STANDARO ?YES ?NO IF NO, E%PLAIN r--? ALARM ALARM DEV ICE MAXIMUM T1ME Tt7 OPERATE THROUGH 7ESf PIPE VALVE TVPE MAKE MODEL MIN. " SEC. OR FLOW INDICATOR O ( lS ORY VALVE O.O.D. MAKE MODEL SERIAL NO. MAKE MOOEL S NO. WATER pRESSURE AIR PRESSURE TRIPPOIN AIR RE E WATER REACHED 7ESTOUTLET'. ALARM OPERATEO PROPERLY DRV PIPE OPERATING W t P5I P51 MIN. SEC. TEST N /q ir rvv, *MEASURED FROM TNE TIME INSPEGTOR'S TEST CONNECTION VALVE IS OPENED. PqINTF.D IN THE U.S.A. FOR NATIONAL FIR` -^AINKIER ASSOCIATION, INC., P.O. BO% 1000, PATiEF.^_np N.y ' FIRE CARE IJELUGE & PREACTION I s i ntnE Arv ACCESSIBLE FApLITY IN CUIT FO IF NO, EXPLAIN VALVES ? yE5 ? NO N/A Mq MODEL DDFSEACHCIRCUffOPERq7E SUPERVISION LOGSALARM FI,VI CIRCUIT ?? LFase MAXIMUMTIMETO onEawrF REtEwSE VES NO VES N MIN. SEC, HYDROSTATIC: Hydrostatic tests shall be made et not leu than 200 psi (13.6 beK) ior two hours or 60 psi (3.4 bars) above static pressure in excess of 750 psi (102 bars) for two houn. Differential drypipe valve clappers shall be lah open during test to rev All t d b p en amage. a ove round piping leakage shall be stopped. l FL? TEST DESCqIPTION G? F ow the required rate until water is clear as irWicated by no collection of foreign material in burlap Cags et outlets suc az h hy rents and 61ow-offs. Flush at flows nat leu than 400 GPM 11514 Umin) for 4•inch pipe 800 GPM (2271 L/ i f m n) or 5-inch pipe, 750 GPM (2839 L/min) for 6-inch pipe, 1000 GPM (3785 L/min) for 8ynch pipa, 1500 GPb{ 15678 L/min) for 10-inch pipe and 2W0 GPM (7570 Umin) for 12-inch pipe When l . supp y cannot produce stipulated flow ratee, obtain maximum available. P MATIC: Es[ebiish 40 psi l2.7 6ars) elr pressura and meeaure drop which sheil d t ' nat excee - h psi 10.1 bars) in 24 hours. Test pressure tan s at normal water level end air pressure aad meaeure air pressure drap which ahall not ezceed 1-% psi (0.1 bars) in 24 hours. ALL PIPING HYOROSTATICALLY TESTED AT ZOO pgl FOR ? HRS. IF NO, STATE REASON ORVVIPINGPNEVMATICALLYTESTED N/A ?YES ?NO EpUIPMENTOPERATESPROPERLV YES ?NO ORAIN READING pF C.qGE LO(`A7EO NEAR WATER SUFPLV TEST PIPE: pFSIpJqL PR R?ylITM VALVE IN TESf PIPE OPEN W IDE TESTS TEST STATICPRESSURE: _ 79 pgI ? pSl Underground mainc and lead in connectioro to ryitem rnen flushed befora connection made to sprinkler piping. VERIFIED BY GOPV OF TME U FORM NO, 858 MyES ? NO OTHER EXPLAIN FLUSHED 8V INSTALLER OF UNDER- G0.0UNDSPRINKLERPIPING VES ?NO BLANKTESTING NUMBER USEO LOCATIONS GASKETS NUMBER REMOVED /vo NE WELDEDPIPING yES ?NO IF YES... DO YOU CERTIFV q5 THE SPRINKIER GONTRACTOfl TNAT WELDINO PROCEDURES COMPLY WITHTHEREqUIREMENT50FATLEA5TAW5D10.g,LEVELAR3 XYES ?NO WELDING DO YOU CERTIFV THAT THE WELDIN a Wq5 PERFORMED BV WELDERS QUAI IFIED IN . COMPLIANCEWITHTHEREl7U1REMENTSOFqTLEASTAWSD30.9,LEVELAR•3 xVES ?NO DO YOU CERTIFV THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A OOCUMENTED qUqLITV CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING qRE SMOOTFi, THAT SLAG ANO OTHER WELOING RESIOUE ARE REMOVEO, AND THATTHE INTEqNAL DIAMETERS OF ???---???/// PIPING ARE NpT PENETRATED ?]pYES ONO HVDRAULiC DATA NAMEPLATE PROVIDED ? ? iF NO, EXPLAIN NAMEPLATE VES ?NO DATE LEFT nIN SERV CE WITH qll CpNTFOL VALVES OPEN: REMqRKS ? OF WITNESBED BY E%PLANATION AND NOTES 85A BACK , CONTRACTOR'S MATERIAL & TEST CERTIFICATE POR ABOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall he mada by the contrectar's repreeantative erld witnested hy en owner's reprecentetive. All defects shall be corrected and system left in service 6efore contractor's pereonnel f{nally leave the job. . A certificate shall be filled out and ciened by both represantetives. Copiea ehali ba prepared for approvinp authorities, ownen and contractor. It is understood the owner's representative's signeture in no wey preludicec any clelm epeinat contrector for faulty meteriel, poor workmenship, or failure to comply with approving authority's requiremente or local ordinancm. ACCEPTEO BY PLANS 0d M ETR o V INSTALLATION CONFORMS TO ACCEPTED PLANS EqVIPMENT USED IS APPROVED IF NO, EXPI.AIN DEVIATIONS 'FIRE CARE INSTRUCTIONS CHARTS nQYES F7 NO [:] NO LOCATION ISUPPLIES BLDGS. oFSrsrenn ZoNE #Z , M/1tN t.IEvEl MAKE MODEL rEAR OF MANUFACTURE ORIFICE SIZE pUANTITV TEMPERATURE PATING G h R 2 9 O (e5'9 SPNINKLERS PIPE AND FITTINGS PIPECONFORMSTD F. P.A. STANDARD CKVE$ 0 NO FITTINGS CONFpRM TO N, F. P. A• STANDAND ' [?,YES ?NO iF NO, EXPIAIN ALARM ALARM DEV ICE MA7(IMIMA TIME 100PERA7E TiROUGH TESf PIPE VALVE , TvPE MAKE MODEI MIN. SEC. OR FLOW V NO INDICATOR DRY VALVE Q ,D. MAKE MODEL SERIALNO. MAKE MODEL S NO. TIME TO WATER pRESSURE Alfl PRESSURE TRIPPOIN AIR RE E WATER REACHED lESTOUTLET: ALARM OPERATED PROPEFIV DRV VIPE PERATING MIN. SEC. P5I PSI MIN, SEC. YES NO O TEST N/R Without Q.O.D. w,th Q.O.D. I F IVO, •MEASUREO FROM THE TIME INSPECTOR'S TEST CONNECTION VALVE IS OPENED. /0-22-90 ?a'?% PPiNTEO IN THE U.S.A. FOR NA'fIC`NAL RRE SPfiNKLEfl ASSOCIATION, WG, P.O. BO% 1000, PATTLVtSU::, il'-l. 1?, _ "? "'? ?PNEUMATIC ?ELECTRIC VES OELUGE & lb TMERE AN AGCESSIBLE FACILITV IN CUIT FO IF NO, EXPLAIN PREACTION ? VES ? NO VALVES N /A MA MODEL ?!,pa?rc??? SI?ERVI510N LOSS ALARM CIRCUIT ppEqq Fq,? MAXIMUMTIMETO OF£RATE RELEASE YES NO VES NO MIN, SEC. H V DROSTATIC: Hydrostatic tests shall be mede at not leo than 200 psi (13.6 ban) for two hours or 50 psi 13.4 6ara) above static pressure in excess of 150 psi (102 bars) for t h iff wo ours. D erentlal dry-pipe val?e cleppers shall be leh open during test to prevent damaqe. A ll aboveggground piping leakage shall be stopped. F L Fl TEST DESCRIPTION ; ow [he required rate until water is claar es indieated by no callaetion ot foreign material in burlap beps at outlets such es ny ran2s an d blowofh. Flush at flows not less than 400 GPM (1614 L/min) /or q-in h i 600 GPM l p c pe (2271 L/min) ior 5•inch pipe, 750 GPM (2839 L/min) for 6-inch pipe, 1000 GPM (3785 L/min) for 84nch pipe, 1600 GPN1(5678 L/min) for 10•inch pipe and 2000 GPM (7570 l./min) for 12-inch pipe. When supply cannot produce stipulated flow retes obtain mexim il bl , um ava a e. l 6 lish i Pre sureA dr l eZ a?a eu P° e suie snd me??: M ? f g n I W8 ef i r re drw wh ch sha ll no exceed. 1;S psi lOZt ers) fn 24 hours. e e pre s ALL PIPING HVDF2p5TATICALLV TESTED AT Z DO' pSl FOR Z HRS. IF NO, STATE REASON DRVPIPING PNEUMATICALLYTESTEDnJ/{+ ?YES ?NO EqU1PMEN70PERATESPROPERLV NYES ?NO pFtAIN READING OF pqGE l,pCqTED WATER SUPPLV TEST PIPE: RESIDVAL RE WITH VALVE IN TEST PIPE OPEN W IDE TESTS TEST STATIC PRESSURE: / PSI _ p51 ? Underground mains and laed in connectionf to syrtem riien fluthed befwe connection mada m aprinkler piping, VERIFIEO BY COPY OF THE U FORM NO. 856 NVES ?NO OTHER EXPLAIN FLUSHED 6V INSTAL6ER OF UNDER- GROUNDSPqINKLERPIPING 5d`/ES ?NO BIANKTESTING NUMBER USED LOCATIONS GASKETS NUMBER REMOVED N p N E wELDEDPIPING VES ?NO IF YES... ----------------- DO VoU CERTIFY q5 THE SPRINKLER CONTRACTOR THAT WELDINfi PROCEDURES COMPLY WITHTHEREQUIREMENTSOFATLEASTAW5D30.9,LEVELAR•3 XYES ?NO WELDING DO YOU CERTIFY THqT TME WELDINO Wq5 PERFORMED BV WELDERS QUALIFIED IN COMPLIANCEWITHTHEREqUIREMENT50FATLEASTAW5D10.9,LEVELAR-3 ?VES ?NO DO VpV CEqTIFY THHT WELDING WAS CARRIEO OUT IN COMPLIANCE WITH A OOCUMENTED QUALITV GONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVEO, THAT OPENINGS IN PIPING ARE SMOOTH, THAT $LAG AND OTHER wELDING RESIOUE ARE REMOVEO, AND THAT THE INTERNAL OIAMETEqS OF ?/ PIPING ARE NOT PENETRATED I7(1 V ES Q NO HYDRAULIC NAMEPWTE PROVIDED T IF NO EXPLAIN DATA NAMEPLATE , XYES ? NO - ?A?TE` LEFT IN SE?R)VICE WITH ALL CONTROL VALVES OPEN: REMARKS __CP ? ?? - % ? NAME OF SPRINKLER CONTRACTOR A1DU`STJR8A!L S C 1an1 7ESTS WITNESSED BY $IGNATURES F PR PE TV WNE (51 NED) 7I p(t PiilN?ci r ron.... Tp}6E ' ? v pA ? .'? I ?a I Cl I? ? (I "•°^°'-'+ TITLE ? DATE TI ONHL BSA BAf,-- -'_-- ' ,Z11/? 1) Wi I mus MEMO TO: ;'JIkt STORM,_CITY. PL}1NNER STEVE HANSON, ASSIBTANT HIIZLDING OFFICIAL JOE MERCHAR, CONSTRIICTION ANALYST DALE WEGLEITNER, FIRE DSPARTMENT BILL ARIN8, BLECTRICAL ZNSPECTOR PUBLIC WORRS/ENGINEERING DEPARTMENT OTILITY BILLING CLERR FROM: DODG REID, CHIEF BUILDING OFFICIAL DATE : 5S/9/ SUBJECT: FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of ?Z5Jr6 jphn()?('4ke ;jek?n 3/-TI/9/ ? A Certificate of Occupancy will be issued following our approval. If'you are,requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. DR/mg MEMO TO: DIANE DOWNB, UTILITY SILLING CLERR FROM: EDWARD J. RIRSCHT, 8R. ENGINEERING TECH DATE: DECEMBER 4, 1990 SIIBJECT: STREETLI(iHT ENER6Y COSTS LOT 11 BLOCR 11 WILMUS ADDITION 4350 JOHNNY CARE AIDGE ROAD OA$ RIDGE ELEMENTARY SCHOOL This memo is to inform your department to start to invoice the energy cost in the amount of $40.00 per quarter for one 250 watt high pressure sodium luminaire with the next utility billing for the Oak Ridge Elementary School. The City is currently being billed by Dakota Electric for the streetlight energy cost for the Oak Ridge Elementary School. C'Llral_? "1'4?11? Edward J. rscht Sr. Engineering Technician cc: Michael P. Foertsch, Assistant City Engineer EJK/jf zelq5-U 0l0 c) 1 MEMO TD: DIANE DO?QNB, UTILITY BILLING CLERR FROM: EDWARD J. RIRSCHT, SR. ENGINEERTNG TECH DATE: NOVEMBER 30, 1990 SUHJECT: LOT 1, BLOCR 1, WILMUS ADDITION 4350 JOHNNY CARE RIDGE ROAD OAR RIDGE ELEMENTARY SCHOOL I have computed the REF's for oak Ridge Elementary School located at 4350 Johnny Cake Ridge Road. The total REF's is 29.9. My computations are based upon a site plan dated February 5, 1990. The total plat area is 9.95 acres of which 4.39 acres is considered impermeable surface. The hard surface area on Outlot A which is park property is not included in my calculations. ""-C?? ? l?? Edward J. Ki scht ' Sr. Engineering Technician cc: Michael P. Foertsch, Assistant City Enqineer Gene VanOverbeke, Finance Director EJK/jf Sn?, a,g' 1322978 t TRAILWAY EASEMENT IN CONNECTION WITH CITY PROJECT NO. 691 THIS EASEMENT, made and entered into this _IL_ day of 1995, by and between INDEPENDENT SCHOOL DISTRICT NO. 196, a Minnesota public body, hereinafter referred to as "Landowner" and the CTTY OF EAGAN, a municipal corporation organized under the laws of the State of Minnesota, hereinafter referred to as the °City". WITNESSETA: That Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficient of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, the following easements: A permanent easement for trailway purposes over, under and across the northeasterly 10.00 feet of,Lot 1, Block 1, WII.MUS ADDITION, according to the recorded plat thereot Dakota County, Minnesota. , Together with: A temporary construction easement to expire October 30, 1996, over, under and across the southwesterly 40.00 feet of the northeasterly 50.00 feet of Lot 1, Block 1, WII,MiJS ADDTTION, according to the recorded plat thereof, Dakota County, Minnesota. See Exhibit "A" attached hereto and incorporated herein. The Qrant of the foregoing temporazy construction easement and permanent easement for traiiway puiposes includes the right of the City, its contractors, age,its and servanis to construct, reconstruct, inspect, repair and maintain a irailway and erect and maintain signs in conjunction with the public's use of said trailway. The Landowner, for itself, its successors and assigns does hereby release the City, its successors and assigns, from all claims for any and all damages resulting to the lands through and across which the parcel of land hereby conveyed is located by reason of the location, grading, conshucrion, paving, maintenance, and use of a public trailway over and upon the premises hereby conveyed and from the uses incident thereto. Transfer Entered ThiS ?l? ? ?CEL?! J?? day ot ? ? ? ?»v? I,? 7'Wti JAN 0 8 1996 DakotaCounryTrEasurer-Auddor?, /Z The Landowner, for itself and its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee of the lands and premises aforesaid and has good right to grant and convey the easements herein to the City. IN WITNESS WHEREOF, the Landowner has caused this easement to be executed as of the day and year first above written. LANDOWNERS: INDEPENDENT SCHOOL DISTRICT NO. 196, a Minnesota public body L?? By: 'e Magnuson . hair Mr4-???-1=??? G By: ary ?I-?ama?'m-Roland Its: lerk?? STATE OF MINNE50TA ) ) ss. COUNTY OF DAKOTA ) The foregoing was aclmowledged before me this !f day of .?? • l 1995, by JACKIE MAGNUSON and MARY HAMANN-ROLAND, the Chair and Clerk respecrively of Independent School Dishict No. 196, a public body under the laws of the State of Minnesota, on behalf of the public body. a nvnnnnn.w.•Y.'?/Nn.v,AnnnMnnwMM • S ....,?i = C> ? -y RPIE ?{t . ?i. 4 I I J_ "?" 3 1 •? a ? {. ' y L"? xI (:G." ? S Z aww??.wbw,:?n.•.-s.;;? :?..?.,,?,.?v, CL, ??ac-.%4C?CC/VLGC2?t: _` U41 X.4./ Notary Public ? APPROVED AS TO FORM: , '- City Attorney's Office Dated: APPROVED AS TO CONTENT: 04''^- f."" Pu 'c Works Department Dated: iV 1'/oV0i•4Ae THIS INSTRUMENT WAS DRAFTED BY: SE«RSON, SHELDON, DOUGHERTY & MOLENDA, P.A. ? 7300 West 147th Slreet ? 600 Hampton Bank Building Apple Valley MN 55124 (612) 432-3136 DAJ/wkt 206-13284 #591 o . ..:? . OP/ P llb `% P •''` . O ki O ` .? NOR7HCASIERLY UME OF l01 1 nqf,+'o, io ?$ L ? ? '-,'y?'?i ?-- .??y,o 2 L \ s'y? F. / , rr?a Fy, ?., ? r U' 11 A / 11\ ppt? I ? C, i ? '•. ? ? N? ? 4, " E n ` ?I i ? ? ioo o ioo zoo SCAIE M FEET 95-255 T.27 p.p] 5.20 BLB 95255h01.DWG :-A. 16'16'55" R = 319.50 L - 91179 i \ ??•. \ t:ASEMENT SKETCH FOR: CI1-Y OF EAGAN PROPFRTY DESCRIPTION Lal I, Bbck I, WIL1dU5 ADDITION, occardfng lo the recorded plol Ihereol, Dokota Counly, Minnesola. PROPOSED TRAI Accu ur A permonenl easemenl lor Iroil purpo5es over, ;:;: :;:;::under ond ocross the norlheoslerly 10.00 feel '??::::;;ol Lol 1, Block I, WILMUS ADDITIDN, according N00'i8'S8'w•'r::•:??t0 the recordetl plol Ihereof, Dokolo Counly, e2.42 I,linnesola. ^."ClPOS O-ONCTR w=T10N AC L hT A lempofary easemenl for conslrudion purposes 0over, under and ocross the soulhweslerly 40.00 leel of ltie northeasledy 50.00 teet of Lol 1, Block I, WILMUS ADDIiION, octord'm g to the fetordetl plal Ihereol, Dokoto Counly, Minnesota. Tempor;..y easement lo ezpire pCTOBER 39, 1996 We herehy cerlily Ihal this skelch, plon or reporl wos prepareE by me or under my direct supervision and tnol I om o duly Regislered Lond Surveyor under the laws ol Ihe Stole ol Minnesoto. X Doted this 22n0 doy oi Seplember , 1995 SUNDE I.AND SURVEYING, I BY'_ 4y'_'__' Edword H. Sunde, R.L.S. Minn. Reg. No. 0612 Boode (and 9nrse7ln? toc. 1 .m.?...._..-,?., City ProJecl b95-14 13zzs7e OFFICE OF THE COUNTY RECORDER DAKOTA COUNTY, MINNESOTA CERTIFIED THAT THE W ITHIN INSTRUMENT WAS RECOPDED IN THIS OFFICE ON AND AT in 9 2 32 PM'96 1322J'78 DOC. NO. JAMES N. DOLAN, C UNTY RECORDER BY: Deputy FEE?? SURCHARGE .' CASH ? GHECKj2i- ESCROW ? WELLO CHARGE ? CHARGETO: REFUND DO NOT REMOVE ,??Z J.k,2Dd?'? / S ??- /'?..??/,?/L?Z? CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB qpqp V ? EAGAN. MINNES07q 55122 onre -7 - ? 19 ? ?nae 4, AMOUNT a S3 p C-9 o cnsH B ? ooLuas ?ECK ?an ? FUNO 09,lECT AMOUNT / .......?. , , ???. _.. u? ? d? ?ti U I - Lu Thank You BY (; 14307 - ' Yelpw-posli 7'T'Y? ? . . ' . . PiN<-File CqVV Pq fft Ne?wMech COMPANIES, INC. ESTABLISHED 1921 June 11, 1990 Eagan Citp Hall 3830 Pilot Knob Road Eagan, MN 55124 Rei'eretice: d?kle3,d4d g?enantA.*'ts ? Attentjo$: Protective Inspections Division Dear Sir: 1633 Eustis Street Lauderdale, MN 55108-1288 (612) 645-0451 FAX: 612-642-5591 We are,- aring to furnish and install, (1) 6,000 gallon Owens- CdSrr[ing?eiglass oil tank, located at 4350 Johnny Cake Ridge RoaH", E$gan, Minne?ota. We have filed for our mechanical permit, including tha gto?lctive inspection, for the oil tank, plumbing, heating and venti ation. Total mechanical plans and civil plans are avail"e at the Eagan City Hall, or I can provide you additional ones, at your request. For easy reference, I have attached thA tollowing 8? x 11 prints, showing the site plan, piping dbagram, and tank size, as well as the specifications which we will fol,slord, ffir installation of the tank. I have coptacted the State Fire Marshall's Office, and talked to Ray Geffre, hon' #643-3080. Mr. Geffre has informed me, that the State Fire ?shall's Office is required to inspect flammable tanks, but does not inspect combustionable fuel tanks, uniess specific&lly rAuested by the City of Eagan. We are present3y schedulinq to install this tank during the week of July 9th. If you liaye any questions, please contact me. Yours very truly, NEWMECH COMF'ANI: ../ Gary son Projact Manager AGtached. GL/bas , INC. Axel Newman HeaNng & Plumbing Division Firebird Sprinkler Protection Division Industrial Division Como Specialty Division Midwest Spiro Pipe Division e ? ? a . ?A? A?? ?C F'/L( Sc 4 ao C 76 ? p,?,? ?,?. S' j'i 2 y ` / ' ' ? ? i :y3fi r! . ? I O ? 0 40 . a ? !? ? a r b r' ? L P <.r G ' ( ? . ? So 4s?6`osQ?9/i p?. s$. . , Q $O . ? O ? NPM ? ? ? 7QpIN iA/? #N ?''p / R9" J ? Fieii:w.kss Rfla6, s,nr a•uTOw.uo, r±a+NY - Pttipf4 SuMf, r, 00 HNJWhY , _ScI.U ARw.+O . flhW4 S,Jnf tir .fa,+rs hs PER' nFG.'s. Rccon.rc?cv..tt•NS, gaeK F16%- hssu?+o. PIPwC? SonP wIrR PEA. ' GRHJeI. , 3G'¢ hAJNo&G v/?I0 Ltb, n??.+rti?.? i• M1131n.rrt cueµA,0ea 7o r•P oF Sj„/ FWe? oI%. svih-f 4 xVT„aa Do+t%.< RcFtt-'N s/lc?f?Lh1YO? Hw- 3?+?.+4 . SL.P[ hfE >..?.+ J...+7s 6ALY- Ys 'ihN1l. PCNIOE {V of (Fh e0 S%pES oF Tha+K- k f.` +.Y 6oTTo1+A PatJF.Atlp C«+e?.e[ ..,:: sLhb r.s 1.16 'TWr.- HF?-'?. F[(?MNNO?T?N+S? 1y1' s1 Ssecr M/ ? M?tii Ut4er , R6ec6??sS i!ylRJs?p.. ? 1 I ' usr -? ?uGS nn ?vui ? °I r Lweoel?-. i 11 T G • , • 4 ?'? Fw? T??l uJ '? uNo?S?ul?bew A?4T Tylt QNt{bV E?.4TN ??GTO?+ V?Wt , Nu. CAl NoTe : o+?? su?T I'1ANjF14TU REh f•R- EAAG'r 11-+ST/?LL4T1eM DCTNLS k NETHeDS, IV+ nAMN.t.s u/s.un Lat? SP?LI- CWTMmJnc?T MA.+Ne?E _S 4w1. CkI. v/ L.ar.jNa uD G?a!L[ UVC To BulD1.Jf, I0 C,MGwT, Ib, qN. ?Fj.? GQADE ^44 0.K[A hta uI wltAP TO lit} St644TLex lI?1 J w1 sel'[s0 UD S ? 1400lTo4W6 F/TTiPb, BhCN E`+O ?? Fj6ER4LA55 Aw16l.E uALL - FueL ow 1A40-, b,ooo 6ALS. 1:? 11'' 1' w•%a' G/?. . 1'isyr 4«+? 16? M.N. i Dc?•.? auck r44?- 4• F16ERGlASS Hole pp?,??.1 ? STLI.tS ??TV416?eilES - ? ANCNo0.. To SLA6 K%'+f. ? ! 12 _. ? ' . . . . • ••. . ` Il TNIGK Cw.1C1-CTC SIAb $,cWr.FCCp v/•5 STec? RooS ! le o.C. 6.TN wAYi - 4" uP - FRhn LOTTen ( 6r f1ecA. 0•0TR.) I016TALI TAJK.• LE'4GL rq-,? FUEL QIL. STORAGE TANK DETAIL oo SGhI.E ?} \ C'A?? J'. ... . . . . . ..?_. . . , ??• _ " - ? ?'l?• ? s '., I • - - ? ? ; \`--- 0 0 r--1 ; - -- ?- , ; , , _- _???;? •:a. ,. ? ( ?,i ,, j " r"'? ? , ? ? 3 xwti _.__w )LM. ?#2PL^J 12OX2i qtOTU A E -? i ?uitHt i?6 M L. . 4 .:., / I ' i I , 1 30fL{ ? i - tooo cfM ? ( I ( u.?, I •uk ' • ------- -G' F- ?- • u MIL a5?? O ' CtMN?L'? ?1t, 1U rU S&310?? Wl1YG? r4??M°f.LoSJVF?- • r ?eori vrsu'f fAh? r1a.z,'11-fE ? puR?7M 44??1A -t? A6 US(? ? Fot(tGlfiF• G??1F,?j'filF,wwff w/k c24- t+uT onPR, f ' tuLT sf.r.Tl 2v'-10 . ??rl MODEL DWT-2P(8) 6000 R Wlth • 1200 $+¢- . Standard F MonitorFltting Fittings CARBON S7EEL LADDER 9etween Ribs 1& 2 Shown INSTALLED IIV TAN ,n K2 3bx ,,/z„ ,„ 21" 3 2 3 8 End O?ly This 7 ? ? 3 /0 p?. H r, .('?• C" 01r) 1 Pli.. , >,t=nux1e'r... ? ;. , c } . . . 8121/2„ 7'111/4" D. O ? Go Ro. . I I c Se ' 1 0 ? " }e 410 10 4 1 10 19'9" r t.waaawna,wnewc.iwiru.mdlaadM?.. s.Fqdnwwc.nanaMans•weiwt?meceaeroimemsnw.yew.r . 2Ferm?aim.wn.?eamwwuan.coa.onue.non.mbnqm« anawaood 120ESyNaaa•+wnan..f.iun. towmM WwMPUb. No. SPE•1 W6"DOU1W WYITNb" IAI( 81ZE NO. ITEY VOSRIONINOtE3 A 1I' 1 IMw?? MMwwn W J 6 iPBq. t odNmwn?n ANMwNri ?. C 12•w36' 1 OdMnxNft MWwrn W O 4• S NPTFMIhp lkaubprlmuyYnM y E 29•OWe. 5 Yuwm7Cevw MYwwn 0 F . /• ! WTFYINPOnWnwqCOwr R9-am/'n0lusitt0•spNnq 2 F O Z!'Ww. 1 FBnqIn?M??raMwll?'NPTFlp. GnM F H - t lMtlup CwiWOnsIMwdl LL F 1 rxna• 2.Th? t &xnpwPdM MMawn ? 1• 2 NPTFN1Mp AlalulvsW?*?oMy CIIST ONEN IND. $C HOOL DIST. #196 51315NATIONBYETHOD EAGAN. MN RECOMAIENDEDSENVICE Under ro nd fue i sto a OUANTITY ?1DpEL ACNALCAPACITY ONE DWT-2P(8)6000 5930Gallona APPqOX.WEKiNT MPPO%.GAVIiYVMUME CVSTONERORAWINONO. 3400 Lba. 340 Gallons - PHEPMEUBV ? TELEPHONE NO. NEVISION DATE °"Ko W. E. Hentges 12-9291900 AuUNul>1'kl'IGN4F LilhDinU.B.A.Fobruvl':IYB! ' ,. CAWiCht0198BOwaM'COmM10F*ot"C&0«aIbn Double-Wall Tank Short Form Specification: The contractor shatl provida U.L.-labeled Double-WeIlFiberglas° undergrourW storage tanka in sizes and with liqings as shown an the drawings. The tanks shall ba menutactured by Owens-Coming Rberglaa. Tanka ahall be tested and Inetalled with pe9 gravel or apprwed alternate backlfll materlal according to the current InMallation Inetructiona (Owena-Corning Fiberplea Publlcatlon 3PE8304 @nd 3PE-12681) provlded with tha tank Monitoring Capabilities The following continuous monitoring candl• tlons are compati6le with the cavlty behveen the inner and outer tank: •Ventedtoiptmosphere • Sealed tan"k cavity • Vacuum-3" mercury mezimum (1.5 psl m9X.) •Posltiveairpressure(3psimex.) . • Hydrostetic pressure-7 foot maximum headpressureovertanktap. , Clearence between inner and outer Well ............................t?A' 6overning Standards: - 1. ASTM Specification D4021-81. Gless Flber Reinforoed PolyesterUndergraund Petroleum Storage Tanks. 2. U.L.1318. Underwrfters LaboratoAea, Inc.,GlassFberReinforcedPlastb . ' Undergrourd Storage Tanka for Petroleum Praducts. 3. National Fire Protectian Assac. (NFPA 30) Flammable and Com6ualibie Liquids Code and (NFPA 31) Standards for Installation of Oil 8urntng EquipmeM. 4. Fectory Mutual File J.I.OK6AF.A5 5. National Sanitation FoundationTestinp La6oratory, January 1984, listing o( Plastic Plping System Components and Related Matarials, Standard 15. 8. Military Spacilication MIL-T-52777A, dated July 6,1978, Tanks, Storage, Underground,GlassFlberRelnlQCCed , Plestk. 7. General Servfces Administratlon, Public 8ullding Service Guide Specification, PBS:1588. ;r ? SECTION 15600 UNDERGROUND FUEL TANK SYSTEM ? PART 1 - GENERAL ? 1.1 WORK WCLUDED A. Complete underground fuel tank system as noted on drawings and specified herein. ? B.. Associated piping and equipment. ? 1.2 RELA7ED WORK A. $ection 15010: General Provisioru B. Section 15050: Testing and 8alancing - C. Section 15060: Piping materials and MethoQs ? ? D. Section 15105: Excavation and Backfilling E. Section 15110; Valves ? F. Section 15605: Fuel Handling System 1.3 REFERENCE STANDARDS A. ASTM Specification D4021-81: Glass Fiber Reinforced Polyester Underground Petroleum Staage Tanks B. Factory Mutual File J.I.OK6AF.A5. C. General 5ervices Administration, Public Building Service Guide ° Specification, PBS: 1568 . . D. Military Specification MIL-T-52777A, Dated 7uly 6, 1978, Tanla, Storage, Underground, Gtass Fi6er Reinforced Plastic. E. National Fire Protection Association NFPA 30 Ffammabte and Combustible Liquids Code and NFPA 31 Standards for [nstatlation of Oil Burning Equipment F. National Sanitation Foundation Testing Laboratory, January 1984, Listing of Plastic System Components and Related Materials, Standard 15. G. Underwriters Laboratories, [nc. UL 1316 Glass Fiber Reinforced Plastic Underground Storage Tanksfor Petroleum Products. ,,.; .. .., ., W00281 15600- t 1.4 SUBM(TTALS A. Shop drawings shall include a complete detailed drawing of the fuel oii tank, electronic monitoring system and ail other components as they are to 6e installed. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Tanks and Accessories: Owens-Corning Fiberglas Corporation, Xerxes. 8. Tank Monitor: Gilbarcu, Veeder-Root, PeLro-Vend 2.2 GENERAL i... . :', A. Provide glass fiber reinfaced 360 degree double-walled polyester F" underground tank. Tank shall he nori-contaminating to the product stored . and be capahle of storing liquids with specific gravity up to 1.1 Tank shall be chemicaily inert to petroleum products. B. Manufacturer shall warrant to the Owner. 1. The tank will 6e free from defects in materials and workmanship for a period of one year following the date of original delivery by the manufacturer. 2. The tank will rwt fail due to external corrosion for a period of 30 years from date of original purchase. ? 3. The tank will not fail due to internal corrosion, provided the tank is used solely for storing fuel oit at temperatures not to exceed 150° F. at the tank interior surface. 4. The tank wilt not leak due to structural failure for a period of 30 - years from dace of original purchase, provided the tank installation - is performed and vatidated by a contractor trained and certified by the manufacturer and the tank is used as stated above. Structural - failure shall be Aefined as breakage or coilapse. Contractor shall be certified by the tank manufacturer and shalifurnish certification to the Owner that the tank was installed according to the manufaCWrer'S recommendations. C. Provide striker piates under all tank openings, and UL certification plates affixed to the tank. i 2.3 LOAD[NG COND[T[ONS A. Tank shall meet the following design criteria. t 9 l. External hydrostatic pressure. Buried in ground with 7 feet of overburden over the top of the tank, the hole fuily flooded and a safety factor of 5 to I against general buckling. 15600-2 I? ?f ? ? ? 2. Surface loads: When installed according to manufacturer's instailation instructions, canks shatl withstand surface H-20 axte loads(32,000 lbs./axle). 3. Internal load: Primary tank and annular space shad withstand pressure test of 5 psig on tanks of 4 foot through 10 foot diameters, resulting in a 5 to 1 safety factor. 4. Tanks shall he designed to Support aCCessory equipment such as heating coils, ladders, drop tubes, etc. when installed according to manufacturer's recommendations and limitations. 2.4 PRODUCT STORAGE REQUIREMENTS A. All primary tanks must be vented. Tanks shall be designed for operation • at atmospheric pressure only, except for use with vapor recovery systems et a pressure or vacuum uf approximately 1 psig. < . . B. Annular 5pace: Tank shall have a space between the primary and secondary shell walts to allow for the free flow and containment of al? leaked product from the primary tank. C. Tank shall be designed to provide monitoring capability as noted: 1. Accessibility io the tank bottom between the primary and secondary walls at both ends of the tank. Tanks shall have one k inch [YPT fitting located at each end of the tank. 2. The following continuous monitoring conditions shall be compatible with the cavity between the inner and outer tank: a. Vented to atmusphere. h. 5ealed tank cavity -- a Vatuum - 3 inches mercury maximurrr (1.3 psig maximum) d. Pasitive air pressure (3 psig maximum) ' e. Hydrostatic pressure - 7 foot maximum head pressure over tank top. 2.5 TANK ACCESSOR[E5 A. Accessories and fittings to the storage tank shall meet the following criteria. All accessories shall be installed 6y the manufacturer or in accordance with the manufacturer's instructions unless otherwise stated in these specifications. 1. Certification Plate - Underwriters' La6oratory Lahel and Factory Mutual Label shall be permanently affixed to each tank. W0028 t 15600-3 ? 2. Anchor Straps - Provide glau f iber-rein forced plastic anchor str aps fur each tank shown, tVumber and location of straps shall be as specified b man f y u acturer. Each strap shall 6e capable of withstanding the buoyancy load for tank diameter as shown. ? 4 foot p- 4,200 lbs 8 foot D- 25,000 Ibs IT . 6 Foot p- 18,000 16s. 10 foot p- 32,000 t6s. Straps shall be standard as suppiied by the tank manufacturer. 3. Flanged Manways ± f a. Provide une (l) 22 inch standard flanged manway with each t3 k . n of 2,500 gallon or more capaCity. ` . " 6. Atl manways shall be furnished complete with U.L. listed gaskets, bolts interface ri d ,.. < • -. t ? , ng, an cuvers, c. Provide manway risers 48 inches in diameter and 42 inches high t o provide access to the manway lid. A 24 inch x 24 inch 8alvanized str eet box with cover must be pruvided by contractor for at-grade installatiun. d. Provide fiberglass rnanway extension tuhes 24 inches long for • [he manways as required. e. For tanks of 2,500 gallon capacity or m ore, each standard steel manway cover shall have three 4 inch NPT fittings welded in place at 120 degrees spacing; The 22 inch manway cover fittings shall be on 8 i an nch radius from center of eover to centerline fitting. ? f. Manway access shall be through piping sump specified elsewhere in this section. i 4. Fill Tubes ? a. TLibes shall 6e aluminum. s?e • b• Tubes shall be factory installed, 4 inch diameter, and shall inctude a 6 inch steel fitti i ng w th double tapped reducer bushing to 4 inch diameter. c. Tubes shall be standard items as manufactured and instailed 6 y tank manufacturer. d. A flexible connectur, as manufactured by Teleflex, or equivalent shall c ` , onneci tank to exterior fill tube. From connector, exterior fili tube shall extend vertically into a spill wntainment manhole. e- Provide a Model OPW 6150 overfill protection valve and fill cap in fill tube. I3600-4 s -. f ? ? Ci L ? l 5. Spill Containment Manhole • a. Provide Model EBW-705-BG manhole wich locking lid over fill. ? Access chrough 18" manhole with solid lid. b. Manhole provides 25 gallon capacity and spill containment, ? sealed watertight with spring luaded drain. 6. Tank Fittings - Threaded - NPT ? s. All threaded tittings on U.L. labeled tanks fur storage of petroleum products shall be constructed consistent with requiremencs of U.L. label. Fittings to be supplied with ? threaded cast iron ptugs and located as shown on the drawings. Contractor shall verify number of fittings required. b. All standard threaded fittings shall be 4 inches in diameter and ? -- shall be half couplings. Reducers are to be used for smaller sizes where specified and provided by contractor. i c. Strength - NPT fittings shall withstand minimum of 150 foot- pounds of torque and 1,000 foot-pounds of bending, both with 2:1 factur of safety. ? d. All rigid internal piping shall be terminated 6 inches from bottom of tanks. ? 7. Lifting Lugs - Provide.lifting lug(s) on aU tanks. Lugs shatl be capable of withstanding weight of tank with safety factor of 3 to 1. 8. Product Piping - Provide product lines consisting of double walt ? fiberglass pipe as manufaccured by A.O. Smith or Ameron. Primary piping shall be I inch in diameter and outer piping shall be 4 inches in diameter. All piping shall he U.L. listed for use with petroleum products. Piping shall pitch badc to tank piping sump. 9. Product Piping Connectors - Connections of fibergiass prodWt piping tu the storage tank and to steel piping within building shall be. ? made with flexible connectocs as manufactured by Teleflex or equivalent. ? 10. Vent Pipe - Install fiberglau, single wall vent pipe for below grade portion of vent line. Acceptable manufacturers include Ameron or A. O. Smith. All pipes must be U.L. listed for use with petroleum products. Above grade vent pipe shall consist of galvanized steel ? pipe with suitable vent cover of cast iron body, threaded enEs and 40 mesh brass screens. Above grade pipe and cover shatl meet all local and state codes. Connector fitting of fiberglass and steel pipe shall ? be flexible type as manufactured by Teleflex or equivalent. Pipe size to be as shown on drawings. . - a ? ? - W00281.µ 15600-5 < , ; 11. Pipe Sump - Contractor shali provide water tight fiberglass piping sump with fittings, Model SPS-42-30A with interface ring. Contractor shall supply 36-inch diameter steel manhole with botted cover and retaining sleeve to proviCe access to pipe sump. 12. Tank Monitor a. Giibarcu Model "Tank Monitor 3" electronic monitoring system. Cabinet includes panel with liquid cryscal display, integral printer, for mounting within building - verify location in boiler room or custodial office. Provide probe for tank liquid level monitoring - including cap and ring assem6ly, vapor and liquid sensors for interstitial monitoring and liquid sensor for pipe sump monituring. Provide conduit routing, wiring and connections as required, from panel to tank, connecting all monitoring points and provide access es required to servtce sensor5,junCtiaihoxes, etC. (L) Tank supplier to provide pull string for removal and replacement of interstitial space liquid and vapor sensors. PART 3 - EXECUTION 3.1 GENERAL A. Tanks and accessories shall be tested and installed according to current installation instructions provided with tanks. 3.2 TANK iNSTALLATION A. Tank lucation and proposed elevations are shuwn on drawings. The excavation shall be observed by Engineer priur to installation of new storage tank. A minimum of 24 inches of excavation oversizing must be provided on all sides of new tank. Sheeting and bracing shall be required in excavation if this oversizing ran not be maintained or if a minimum t:l slope can not be maintained from structure footings to excavation. B. Tank must be unloaded from delivery trudc and installed by using inatallation lift lugs as recommended by manufacturer. Tank shall not be ? rolled or dropped. C. [mmediately after unluading from [ruck and before cank is installed, it must be pressure tested to 5 psig in accordance with manufacLUrer's instructions. Entire tank and fittings shall first be soaped. Test shall be long enough co insure that there are no leaks as indicated by soap bubbles ? or drop in pressure. Tank test shall be observed by Engineer. D. Tank shall be placed in excava[ion at specified location. A minimum of 12 irxhes of approved backfill 6edding shall cover bottom of excavation. ? Tank shall not be placed directly on concrete slabs, timbers, beams or cradles. ? . W00281 15600-6 ? ? E. All excavated material removed for installation of new tank must be repiaced with approved backfill. Approved backfill shall not be mixed with sand or native soil. Approved backfill shall consist of gravel (pea ? gravei) with mix of particle sizes not less than 1/8 inch or more than 3/4 inch. Washed stone or gravel crushings may also be used with angular particle size not less than l/S inch or more than 112 inch. All backfill ? material must meet ASTM C-33 Paragraph 9.1 for quality and soundness. F. Backfilting oF tank and pipes shall be performed in following manner. A 12 inch lift of approved backfill material shall be placed evenly around ? tank. Backfill must be pushed completely beneath tank hottom, between ribs and under end caps to provide necessary tank support. A long handled probe and shovel can be used to push gravel beneath tank. An additional ? 12 inch lift of approved backfill shall then be placed evenly around tank. The prubing procedure of the backfitl shatl be repeated. After completion of second lift, backfill may be tirought to the top oE the'tank or to grade without additional handwork. Approved backfill shall not be mechanically compacted in area of tank. Backfilling procedures shall 6e observed by ?. Engineer. 3.3 PtPING 1NSTALLAT[ON A. Double wall piping shall be installed in accordance with manufacturer's instructions. Proposed layout of piping is shown on drawings. Pipes shall ? be pressure tested as recommended by menufacturer prior to connecting to storage tank. Bottom of pipe trench must he graded to provide even support for pipe. A minimum of 4 inches of approved backfill bedding ? shall be placed below and between pipes. A minimum of 12 inches of approved backfill shall be placed between top of pipe and ground surface. r B. Primary piping shall pa"ss through fitting of pipe sump that has been ? installed on tank. A flexible connector shall connect primary piping to tank. Outer jacket of double wall piping shall be terminated and cemented to pipe sump fitting. Piping musc be sufficiently sloped from building to pipe sump to.allow for drainage of outer pipe in event of an = accidental leak from primary {tiping. Any leaked produci from primary piping must be contained in outer pipe and drain into pipe sump. ? 3.4 MANHOLE AND STREETBOX lNSTALLATION A. A 36 inch diameter manhole, solid cover and retaining sleeve shall be installed to provide access to piping sump. A 12-inch diameter streetbox, ? bolted cover and retaining sleeve shall be installed to provide access to the interstitial monitor sensors. Retaining sleeves for these access holes (where specified) must 6e non-toad 6earing and be terminated minimum of 6 inches from any portion of tank. Fill box, manhole and street box rings ?,. shall he mounted in minimum 9-inch thick concrete slabs as shown on drawings. Stabs shall extend a minimum of l foot beyond outside radius of access hotes. W00281? ? 15600-7 ? .. •. ? 3.5 TESTING I A• A11 cests shalf be performed in accadance with manufacturer's i instructions. After the variuus components of system have been properly adjusted by the Contractor, Contractor shatl demonstrate to satisfaction of the Engineer and Owner chat system meets performance requirements for which it was designed. [n event any portion of systern fails to meet various tests, Contractor shatt make riecessary repairs or adjustments. Test shall he repeated until -satisfactory performance is obtained. All tests shall be witnessed by Engineer or Owner. All instruments and equipment required to properly conduet tests shall be furnished by Contractor. , 3.6 FUEL GAUGE SYSTEM ? ` -- A lnstall etectronic monitorrng panel inside building at location shown on r .. .. K . t? WUIg Ol' ed bY Owner. as select e .,? .. . ... . ;..: . ... . _.... , ;-.. . .. . .. . ... . . .... v -, - -r_ .'a.;., .. ...... ... . . . .: . . . , . .:,' . _ , . ' . . -:.:::. .:.'-;. . . .. . . " , ` END OF SECTtON fi ? . r . _ _ - t . _ ... . ., .... i . ? p ; ... .. . . $ ... ? .. .. . . I? /8033 ? ?.oT/ .3cox l? CtJ«,yrus .4n?'N. Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 Mdy 9, 1990 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Metropolitan Waste Control Commission determined SAC for the Oak Ridqe Elementary (#16) to be located within the City of Eagan. This project should be charged 48 SAC Units, as determined below. Charges: School (Elementary) 25,728 sq. ft. @ 30 sq. ft./student @ 18 students/SAC Unit I£ you have any questions, call Roger Janzig at 229-2119. Sincerely, Donald S. Bluhm Staff Engineer DSB:RWJ:jle 90050952 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Eric B. Linner, The Wold Association Equal Dpporiuniry/Affirmative Action Employer -40191-T SAC Units 47.64 or 48 STATE OF MINNE9DTA Department of Administration BUILDINC CODES AND SiANDARDS DIVISION CaNSTRUCTIOt3 AUTHORIZATION COPY TO SUILDING OFFICIAL : Reid, Douglas Michael City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Project Title : Elementary # 16 for ISD #196 Project Descr.: Project & Sprinkling. Location : Eagan . Date Received : 031490 Plan Review Number: 900109 Reviewer: Vermayne E. Sertram Dear Suilding Official: DATE : 09/04/90 Phone: 612/297-3600 The construction documente, for the project described above, have been reviewed and found to be in subetantial compliance with requirementa of the Minnesota State Building Code. Enclosed ia a signed copy authorizing construction of the project. Such authorization by this office does not telieve the Building Official from the responsibility of code compliance enforcement prior to issuance of the certificate of occupancy. Yours truly, BUILDING CODES & STANDARDS ? ThomasR. Joachim Supervisor, P1an Review TJ:p attachment: Application For Plan Review Form Form BDB0013A 408 Maro Square 7th and Aobert Sts. Saint PaW, Mimesota 53101 Phooa (612) 2964639 FA7C: (612) 297-1973 BUILDING CODES AND STqNDARDS DIVISION pkTFIE 1 ; S! R. ?....? _...7. W N ? I^ -c.FO MlNNF, STATE OF MINNESOTA DEPARTMENT OF ADMINISTRATION SAINT PAUL CONSTRUCTION .AUTHORIZATION COPY TO BUILDING OFFICIAL : Reid, Douglas Michael City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Project Title : Elementary # 16 for ISD #196 Project Descr.: Project Location : Eagan Date Received : 031490 Plan Review Number: 900109 Reviewer: Vermayne E. Bertram Dear Building Official; 409 METRO SOUARE TTH AND ROBEFtT 6T6. ST. PAVL, MN 55101 Phone: 612/296-4639 DATE : 04/30/90 Phone: 612/297-3600 The construction documents, for the project described above, have been reviewed and found to be in substantial compliance with requirements of the Minnesota State Building Code. Enclosed is a signed copy authorizing construction of the project. Such authorization by this office does not relieve the Building Official from the responsibility of code compliance enforcement prior to issuance of the certificate of occupancy. Yours truly, BUILD ODES & STANDARDS ? _-dr Thomas R. Joach'm Supervisor, Pla Review TJ:p attachment: Application For Plan Review Form Form BDB0013A AN EQUAL OPPORTUNITY EMPLOYER O /;011,V11%A or, oe`aygvp 4/1;e S?,o4-4 SfA'f80P.1LLNNPSOCA nepwtmenc of AdminidratiOtt Building Codes & Standards Division 408 Metro Square Building 7th & Robert Streets St. Paul, Minnesota 55101 (612) 296-4639 FOR OFFiCE USE ONLY Project Numbar d0/o Date 9--aa-90 Amount of Check $ p. o-o e Check Number oo Received By 5 ConstmCtion Cost Construc on Autharizatian: APPLICATION FOR PLAN REVIEW CONSTRUCTIOIV AUTHORIZATION BY STATE AGENCY OR LOCAL GOVERNMEN Project Title ' Elementary #16 dor Independent 5chool DisCrict #196 City, County Eagan and Rosemount; Dalcota County Constmction Cost $5 ,100;000.U0 (Ls; Name of Architect/Engineer Firm Phone No. The !•!old Association (012)227+-7-/73 Address of Firm City, State, Zip o','est Fifch Street, Suite 520 St. Paul, ?;Pd 55102 ? d ? NEW CONSTRUCTION EXISTING BUILDING Type(s) of ConsWCtion ggsic Allowable Floor Area Type(s) of Construtlion 8asic Allowable Ftoor Arez II 1 HR 20.200 SF Occupency Classtlication(s) Increase Over One-Siory Occupancy Classificetion(s) Increase Over One-Story E /d2.1 at Gym. 40,400 SF Number ol5tories Increase For Open SiEqs Number of Slones Iricre25e For Open Sides T;io 80,800 51= Sq. FL Per Floor Maximum Allowable Floor Area Tqtal Floor Area Maximum Allowable Floor prea Lo;!er in Tmal floor Area Area Separatlon Wall Rating(s) Vea No Rated Frea Saparatlon Wall Rating(s) 78,800 SF Corridors 2 HR Yes No pxupancy Separation qating(s) Change of Octupanry Separa[ion Rating(s) New Building Occupancy ; ves N. Sprinklered for One Area Separation vas "o Sprinklered for One Addition Hour Construction Walls x Hour Construction Sprinklered for Area Sprinklered for Area Sprinklered Increase Sprinklered K Increase D0S1911 l08d(8) USBd: pdditional Infommtion UBC Chapt. 23 = -" SheeC 51.0 Allo::,able Flaor Ar2a Actual F15or Are<, L;r;rer Levc?l 40,400 SF 2G,550 iF '•iain Levei (ilorth of Area SPOaration) 40,400 SF 33,000 SF ??Level ?SOUtil 7f Af"?u Separation) 40,400 5F 13,350 SF ARCHITECTIENGINEER: As the plan preparer I hereby certify that reasonable care has been given to compliance with a licable laws, ordinances, and buildin codes refatin to desi n. Name IPrinq ' Sig - Date Minnesma Registration No. ('um 1 17 3 r ? i r u:;In _ ` ^ , " ? BG0004402 (089) RIIIIflIRI/: [1CFICIAI ARCfIITECT/ENGINEER : STATE OF MINNESOTA DEPARTMENT OF ADMINISTRATION SAINT PAUL BUIIDING COOES AND STANDAROS OIVISION PLAN REVIEW REPORT 0 Phona: 612/296-0639 ? Wold Association Arch's 6 W 5th St. Suite 520 St.Paul MN 55102 Project Title : Elementary # Location : Eagan Date received : 031490 Plan review number: 900109 Reviewer: Vermayne Plans 16 for ISD #196 E. Bertram L`?? Specifications 40B METRO SQUARE ]TH ANO ROBERT STS. 9T. PAUI, MN 55101 Phone: 612/297-3600 The documents have been reviewed £or substantial compliance with requirements of the Minnesota State Building Code. The architect or engineer shall respond within 14 calendar days by letter of verification that corrections have been made to construction documents as required by this plan review. Changes in the construction documents shall comply with the Minnesota State Building Code. Any questions abottt plan review comments for the above project should be directed to the project plan reviewer. Plans and specifications shall be submitted to the State Department of Health, Division of Environmental Health, for compliance with provisions of the Minnesota Plumbing Code. Electrical work included in this project shall be approved by inspectors of the State Soard of Electricity, or those of the municipality as authorized by law. Provisions of safety requirements for elevators, dumbwaiters, escalators and moving walks are enforced by the State Department of Labor and Industry. Additions or remodeling work shall not cause the existing building to be in violation of the fire/life safety requirements enforced by the Municipal Fire Code Official or the State Fire Marshal. Yours tru ES & STANDARDS Thomas R. Joac m Supervisor, P1 Review TJ:p attachment: Plan Review Comments DATE : 04/16/90 Form BDB00130 AN EQUAL OPPORTUNITY EMPLOYER ..41po, x, PLAN Rli,VIL'W COP4p?ENTS PROJECTTITLE: Eagan Elementary School #16 (I.S.D. #196) BCD PLAN Nn, 900109 (plans dated 2(26J90) PLAN Ri;VII:bV1;I) 13Y; Vermayne E. Bertram Code Administrator 612-197-3600 The comments listed belnw refer to docurnents thaf rnake up Che M(nnesota itafe Building Coele. Certain code deficiencies iiay not hlve been included in this reoor[, huY that shall not be construed as fln approval of such code deficienries. 1. Submit letter from local building official that you meet local ordinances for landscaping, runoff, and property set6acks. Verify with fire chief that long fire trucks can negotiate the 20' double "S" curve near Pedestrian Ramp. Also suggest that handicap stalls be located toward the building side of the road rather than across the road from entry sidewalk, in order to be near as possible to the main entrance. MSBC 1340.0300(5). 2. Structural framing elements as shown in 2 x 4 framing for Reading ftoom Stair 1B/6100 shall be changed to non-combustible materials per UBC 1901. 3. Gym B-231 exit doors are less than 112 the diagonal distance apart 118C 3303(c). Therefore, folding door 8-231 shall have a man-door installed at south end to meet exit requirements when the door is in closed position. Install an exit sign directed at this door. 4. The automatic sprinkler system must be installed as per UBC Chapter 38. Submit shop drawings UNDER SEPARATE APPLICATION for our review and approval prior to their installation. Please note the system must be connected to a U.L. listed monitoring service prior to occupancy of the building. UBC 3301. In addition, these drawings shall be signed and sealed by an approved design professional. (Verify that water supply is adequate to handle sprinkler system.) 5. New building front shall be provided with address numbers placed in such a manner as to be plainly visible from the street. UBC 513. 6. Verify that all air handling units between 2,000 and 15,000 CFM are provided with either heat or smoke detector shutdown, and units over 15,000 CFM be provided with smoke detector shutdown. MSBC 1345.3300. 7. All rooms having an occupant load of more than 50, shall have the ? capacity of the room posted near the main exit from the room. UBC 3302(c). These same rooms shall have doors with panic hardware, and in turn all other doors in path of exit shall also have panic hardware, until the occupant reaches the (exterior) public way. Please verify. UBC 3319(j). 8. Electrical drawing #E-4 showing stair °C" shall have an exit pointing toward steps. Exit sign shall also be added at the entrance to corridor A.236. 9. Toilet compartment doors to handicap stalls in Rooms #A-113, B-113, A-213, B-213, B-217, B-113, and other doors B-235B, shall have a 12" setback space at the latch side of the door when swinging toward occupant MSBC 1340.0300(6)(E). Also, wash fountains in rooms A-112, B-112, A-212, B-212 are very tight to the door. Suggest moving the toilet entry doors further to the east so that occupants using fountain will not 6e slapped by the door. Verify that fountain will fit handicap needs and dimensions. A. Note: all toilet compartments R-113, and similar, showing rear grab bars for handicapped shall also allow 36" at the side of the rear grab-bar; otherwise, reduce the compartment to 36" wide with 36" in front of water closet, and use side grab-bars. 10. architect detail 9/A2.3 multi-wythe wall shall indicate corrosion resistant metal joint reinforcement spacing not to exceed 16" o.c. vertical. UBC 1407(e)(3). 11. Stair "B" where curved at bottom 10 foot width, wi11 require handrails on each side per UBC 3306(j). Thus architect shall add a handrail on the north and south side of the curved portion. Also suggest an intermediate handrail, but the intermediate is not a code requirement. 12. Area separation walls, UBC 505(e), shall extend from the foundation to a point at least 30" above roof. Where area wall stops at deck and framing elements are perpendicular to the wall, the entire span of framing elements shall be one hour. Please verify that detail 10/A2.3 must carry 2 layers of gyp board both sides of area wall full- span. Also openin s in the roof shall not be located within 5 feet of area wall. 505?e)(3)(c). Please verify. Note power roof hood, 2" vent and exhaust fan at detail 1JA1.5. 13. Verify that walk-in cooler/freezer portion of work meets foam plastic insulation requirements of UBC 1712(b)(3). 14. Uerify that kitchen sinks meet requirements of local building official with regard to grease interceptor per S.P.C. 4715.1110. 15. Indicate that the size and placement of fire extinguishers mee.ts with approval of fire chief and Minnesota Uniform Fire Code 10.301. 16. Please note: special inspections may be required by the building ? official for the installation and welding of the new steel gymnasium ? joists, per UBC 305. 17. Please verify that you are maintaining the integrity of all rated shafts shown on the reflected ceiling plans, inciuding firestopping of all openings and penetrations per UBC 4304(e), 4305(a), 307(c) and ASTM E-814, U.L. 2479. 18. Doors available to the handicapped shall be equipped with lever handles per MSBC 1340.0300, and doors serving any hazardous locations such as boiler rooms, etc., shall have knurled handles. MSBC 1340.0900(4). 19. Submit copy of heat-loss calculations indicating that you meet requirements of Model Energy Code. 20. MN Stats. 166.61 Subd. 3a. The code must require suitable space for the separation, collection, and temporary storage of recyclable materials within or adjacent to new or significantly remodeled structures that contain 1000 square feet or more. VEB:p 4/18/90 51'ELIAt- NOTk? p,rtGHiTEGT SNa(? L- StJ'&reIt /j SMA(.L ScaL E gi-hN(e'?ixi1or IIKi'1"s???) sr+owING TRAVr?(- 'rJISTANCES ? ?X?Tinc?PLhN ? ,4s w t" ,+kS ?y F{it RP'I"R b AR-FA WhLLS, SHp-F75, ? (;?h µR IZAMp CaR,R,lDOR Wh?Ls (T??S wIt-L 5E 4c.EPT IN OU1C ('eRMANFNT F0(2 F VrllIZIL 9-r-- }-EfLL'-NGE' ? The Wold Association • Architects Apri12b,1990 Mr. Thomas Joachim Supervisor, Plan Review State of Minnesota Depaztment of Administra[ion 408 Metro Square St. Paul, Minnesota 55101 6 West 5th Street, Suite 520, St. Paul, Minnesota 55102 612/227-7773 Fax: 612/223-5646 Re: Oak Ridge Elementary School (#16) Commission No. 8920 Deaz Tom: This letter is in response to yow Apri116, ]990, Code review. Our item numbers coaespond to your i[em numbers. 1. a. We have reviewed the documen[s with the Ciry of Eagan staff and have met all their requiiements. b.` We have to be extremely carefiil to keep children and pazked cazs sepazated at these elementary schools. For this reason, we will not put paiked cars (handicapped included) in azeas that children wait for buses or their pazents to pick them up. The handicapped stalls aze as close as we can ge[ them to the building. 2. The last [wo buildings (viutually identical to tLis one) had' fue-retazdent wood framing covered in fire rated gypsum added to comply with the code review. Is tbis not acceptable now, since we aze us'mg the same UBC? 3. The door is specif'ied in the operable wall Section 10652. The friction latch and exit sign for this door was added in Addendum #3 i[em 4. 4. The sprinkler contractor, Industrial Sprinkler Company; will submit direcdy to your office and the local Fue Mazshal for approval prior to our approval of the shop drawings. We have already met wi[h them on tUis project and theu shop drawings aze about 80% complete. nnicnaei s. cox 5. We will add the address numbers to meet [he Code. Norman L. Glewwe . Kevin P. Sullivan Clifford N. Buikema Eric B. Linner Caren S. iverson Oavid L. Lunde Clark D. Wold AN EQUAL OPPDRTUNITY EMPLOYER Letter to Mr. Tom 7oacli'vn Page'I\vo 6. Shutdown of inechanical units is specified in SecYion 16721, Fire Alarm and Detection System pazagraph 1.4A6. 7. a. We will post occupant load signs in the appropriate rooms. b. We have designed all doors with an occupant load over 50 with panic hardwaze. 8. We will add an exit sign at Stair "C" and at C'ucularion A236. 9. a. We will make sure that 12" is maintained when we review the toilet compaztment shop drawings. b, Rooms A112 and B112 do not have doors. Ttooms A212 and B212 have doors on magnetic hold opens. Tlils is exactiy the reason we would rather ruu the corridor xating azound the toilet rooms, so these doors caa be eliminated. c. The Bradley Tri-Font Wash Fountains aze designed to meet the handicapped wde. d. The code specifically states "...not less than 36 inches cleaz width.. " and "Grab bazs shall be provided a[ both sides or one side and rear of the toilet" In both cases we meet the cade. 10. We assumed you are referring to UBC 7407 (e)(iii). a. Structural Notes (04200.2) calls for horizontal joint reinforcing at 16" o.c. for conccete block walls. b. Reinforcing meets USC 2402 as listed in 2407 (e)(3). 11. This s[air has handrails on both sides. See 6/A5.1. 12, a. You indicated in a meeting sevecal months ago on a preliminary review tLat separafion walls do not have to go through the deck and non-combustible framing does not have to be fue proofed adjacent to [his wall. b. We will retocate all openings in the roof adjacent to sepazation walls so they meet code. 13. We will insure the walk-in cooler and freezer will meet code. 14. The City of Eagan does not require a grease interceptor. We have reviewed this with them. 15. Fire eatinguishers meet the code. 17. We have specified a UL listed fuestopping product to seal these openings. 18. All door handles meet the code. 19. The energy calculations aze attached. ?A. The Owner is designating the receiving/storage azea of the building as a recyclable center. 21. Attached aze 11 x 17 Evaluation Plans and plans with rated walls. Sincerely, THE WOLD ASSWIATION ?b UA4100? Eric B. Linner, AIA Project Manager Enclosures bjs/c89?A .- EXTERIOR ENVELOPE AVERAGE "U" COi4PUTATIOPI 04lNER IndeDendent School District !/196 SITE ADORESS 14445 Diamond Path Road 1. 7ota1 exposed wall area ...... 74 638 _ sq. ft. x:93 _ -( 5•666 ? 2. 7ota1 roof/ceiling area ...... 46,894 sq. ft. x,06 = 2 3t4 ,, . Rosemount, MN DATE: 4-25-90 PHONE 423-9400 Oak Ridge Elementary Sciiool Determine workirtg square footage of each. " Total exposed wall area above floor = 24,638 s.F a. 7ota1 wall window area .......................... 2,t42 S.F. b. Total door area .. ........................... _ ---- _ c. Total sliding glass door area ................ . . . ----- d. Total fireplace wa71 area .............. '--" e. Total wall franirig area (average q(%)...:......... ----- f. 7ota1 net viall.area above floor ................. 2•2,496 s.F. g. Total rim joist area ......... ................ ----- , Total ezposed foundatinn area = ----- ....... h. Total foundation window area .............. ----- j. Toal net foundation area a6eve grade ..... ........ ----- -- Determine "U" value cf each wall se9ment. a. 2,142 S.F. X "U" .56 = 1,199 b. ----- X 11u:1 --- _ ----- C. X. tiuil --- _ ----- d. ----- X iiutl --- - e . ----- ----- X $,u's --- - ----- _ . ' f. 22,496 S.F. 9 ----- h. ----- i. ----- X "U" .08 = 1,799 X $lull --- _ ----- x Ilull --- _ ----- X ?lull --- _ ----- J .....................................To'Lal = 2 98 If item 1"3 is the sar.,•e as, or 1e5s than iten =1, you have met the intent of SGi. 6006(c)2. ' • Total exposed roof/ceiling area = 46,894 S.F. J. Total skylight zrea.............................. 41; S.F. k. Total roof/ceiling framing area (average --- 1. Total net insulated roof/c=iling area........... 46.479 S.F. Determine "U"' value for each roof/ceiling segment. j. . 415 S.F. Xfluli 56 - 232 k. --- x [lull --- - --- ?. 46 479 S.F X"U" .06 2.788 , 4 .................................. IOta; = 3,020 If total of 04 is the same as, or less thzn =Z> ycu have met the intent o` SBC 6006(c)l. . . Alternate Building Envelope Design To utilize the total envelope syste.-,i method, th= vzlues established by the sum of iter.is n3.and.04 shali not be greater than the sun or items nl and :2. 1• 5.666 } 2. 2.814 = 8.480 . . 3 2.998 + 4. 3,020 = 6,0i8 i` ?- - o--, _ ? ?-. - ,? (? •?. -••••• INDEPENOENT 5G1100. pSINCT Y198 • . '' FLEMENTARY SCHOOI # ,. ?? ?i ?? ar ? w ? u t 71.('j'$+1 A h : 1 1 I 'i 3 il It i 1 , ? ?. ?l vaql-lq 2006 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date,?/?/ SiteAddress Clllbftivp'v Uuit# ?. Tenant Name Former Tenant Name Property Owner IrU o??( 6 Telephone #( 61.2 Loy1 Contractor 11_4EN7W 109')L1 Address 1710 4LAKY/O?ie /?Z' - City srace 14AJ asP S 5 W\ Tetepbone # (6 S! ) V?ral-/SdT .raL License # 567 ( ('(,'\ Expires: 12 - o L The Applicant is _ Owner Contractor Other Work Type New Btdg Modify Space Irrigation System** Yes No Work in public r-o-w / easement7 XRPZ _ PVB: New _ RepaidRebuild %)( Replace _ Remove Rain sensors are re uired on irri ation stems Description of Work To inquire if Pressure Reducing Valve is requved on new urvice, ca11 651-67 5-5646 Me[ers - Ca11651-675-5300 to verity that hydrostatiq conductivity, md bacteria tesLS passed orior to nicki¢e uo meter. Iaigation Siu & Type Avg GPM 2" turbo recj d unless smallec size a(lowed by Public Works Fire Size & Price 3/4" meter $167.00 Domestic Size & Type Avg GPM Includes Ligh demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surc6argc) O Contract Value $ x 1% _$ So Pertuit Fee $ Meter(s) Required on all new buildings & boulevard irrieation svstems $ Radio Meter Read $ State Surchazge If permit fee is.less thao $1,000, surcharge is $SO If cermil fee is more tM1an SI,000, surchafge is 5.50 For each $1,000 owed. ' ' ' _ ' ' ' ' -' ' ' ' _ ' _ _ " "' "' ' "' ' _ ' ' ' _ ' ' ' ' ' ' ' ' ' ' ' _ ' ' ' ' ' _ ' "' ' ' ' ' ' ' ' ' " _ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' _ _ ' ' _ ' "' ' "' ' ' ' ' ' -"' ' ' "' ' ' ' ' ' "' ' ' ' ' ' ' ' ' _ _ _ ' ' ' ' _ ' ' -' _ -' ' ' "' -' ' ' Following fces apply when instalGng new iawn irrigation system . $ Water Pernut Call the City's Engineeaing Depaz4ncnt, 651-675-5646, for required fee emounts $ Treatuient Plant Watu Supply & Storage $ - State Surcharge 0 $ Total Fee I hereby apply for a Commercial Ylumbing Pertnit md acknowledge thxt the infolmation is cortplete md accuraze; that the work wg] bc m conformance with the ordinances and codes of ihe Ciry oF Eagan md with [he Plumbing Codes; ihat I understand this is not a permi; but oNy an application for a pertni; md work is no[Io ' stan without a permit; that the work vrill 6e in accordanec wi[h the approved plan in tUe case of woltc w' re uires a review md approval of plans. ApplicanPs Printed Nazne ' ApplicanPs Sigiatwe t -_-- ? ? Por Ottice i?se 1 ? P2rmi( 4:._ s ? Ferrni[Fe2:6 V'?7LJ _ i I ? ? Date Received: ? Siatt: I _ ? 2009 FIRE SUPPRESSION SYSTEfiAS PERMiT a4PPL.ICATION* Daie: ?-cZO'C? SiteAddress: ?u - a? dCdQ- Tenant; Suite#: ., PROPERTV OWNER Name: :Z Address / City / Zip: -- Applicant is: _ Owner Gontractor TYPE OF WORK Description of work ?- Il? T?" ??c Construction Cost: 40C,SC? ` Estimated CompleLOn Date: _-q" COfdTfiAGTIaR Name: License #: Addf2SS: Ciry: ? -)G-uLI.---- - - State: _Zip: JJ?W_ Phone: 1p6 ?- d-? 1-- 1 p gU Gontact Person: _ FIRE PERMIT TYPE WORK TYPE J_ Sprinkler System (N of heads ) _ New Fire Pump Addition ` ? Alterations Standpipe Remodel Other: Other. DESCRIPTION OF WORK: _ Commercial _ Residential ? Educational FEES $50.50 Minimum (includes State Surchacge) OR Contract value $ IoG3o x1% Permit Fe2 - If Permit Fee is less [han $1,000, surcharge is $-50. State SUrCharge =$ _ - If Permit Fee is >$Y,000, surcharge inereases by $SO (or each $1.000 Permii F°e (i.2. a$1,001-$2,D00 Permit Fee requires a$1.00 sumharge). ? ,_C), SQ 7U7LVS. FEE 34" Displacement Fire Meter -$183.00 $_ _., Fire Meier I $ TOT4LFEE ....a `Requirements: 2 camplete sets of deawings and specifications, cut sheets on macenaes ana compuneuvs w.._ i hefeby appiy ior a Fire Suppression System permit and acknowledge that the informa[ion is complete and accurate; Ihat the work will be in conformance with the ordinances and codes of the City of Fagan and wiih the Minnesota BuildinglFyre Codes that I understand this is not a permit, but oNy an application for a permii, and work is not [o siart without a permiY ihat ihe work will 6e iryaccdrdance with the approved plan in the case of work ? / r which requires a review and approvai of plans. A' - ? l r x Ni0.??6 L ?e ?.?'P_ _ x ?LLY Appticant's Printed Pdame -? - APPlicani's Signature ? FOR oFFice use ? REpUIRED iNSPECTIONS _ Hydrostatic _ - - Trip ' Conditions ot Issuance: Flow Alarm Drain Tesi _ Rough In Pump Test Gentral Station _ Final Permit Reviswed by-? Date: 3 • 1 ---------i I For Office Use 'r I Permit City of E I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received- _ Phone: (651) 675-5675 I AM 2009 I Fax: (651) 675-5694 I Staff: I I 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: MAY 15, 2009 Site Address: 4350 JOHNNY CAKE RTnGF. RTl Tenant Name: OAKRIDGE ELEM SCHOOL (Tenant is: New / X Existing) Suite PROPERTY OWNER Name: ISD #196 Phone: 651-4?3-7591 Address / City / Zip: 14445 DIAMOND PATH ROSEMOUNT,MN. 55068 Applicant is. Owner XX Contractor TYPE OF WORK Description of work: REROOFTNG. OF 482 SOS- nF Scunms RO11FS Construction Cost: $380,000.00 CONTRACTOR Name: MCPHILLIPS BROS. ROOFING CO. License NA Address: 2590 CENTENNIAL DRIVE City: NORTH ST. PAUL State: MN Zip: 55109 Phone: 651-770-2062 Contact Person: STEVE/TODD/PAT ARCHITECT / Name: SRI CONSULT. Registration 40958 ENGINEER Address: 9220 BASS LAKE RD. City: NEW HOPE,MN. State: MN Zip: 55428 Phone: 763-533-2727 Contact Person: ROB/OR BOB Licensed plumber installing new sewer/water service: Phyone M 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. 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 yro~vall of plans. PATRICK M. PETERSON X X Applicant's Printed Name Applicant's Signature Page 1 of 3 G7k/c- S( DO NOT WRITE BELOW THIS LINE f SUB TYPES _ Foundation _ 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 a Valuation ( Occupancy C. MCES System - Plan Review Code Edition B~ 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 ~•--~""""f~ REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -Decking -Insulation -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall Meter Size: Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: Yes /X-- No Reviewed By: Ukt , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee ON., It 4- Water Quality Surcharge / qD • oo Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk SSW Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL 116.1510 Page 2 of 3 For Orfice Use y~ f k { < ' l Permit: - City of Eap j Permit Fee: _ 3630 Pilot Knob Road I Eagan SAN 55122 Date Received: r--- Phone: (651) 675-5675 I i Fax: (651) 6755694 Staff: 2 IT h APPLICATION Date: Site Address: aciz- Tenant: ` _ ll Suite PROPERTY OWNER Name: S - Phone: Address / City / Zip: Applicant is: - Owner ttContractor TYPE OF WORK Description of work L w.. ~ E ~Y Construction Cost: Estimated Completion Date: ,'t fl CONTRACTOR Name: 'Sul nn I s'- i r° C~v~_ License l Address:- 1 City: -~Ot t State: Zip: Phone: LOS 1 i ?90 Contact Person: FIRE PERMIT TYPE WORK TYPE j Sprinkler System of heads ) _ New Fire Pump - Addition Alterations _ Standpipe _ Remodel Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ Loo x1% Permit Fee - if Permit Feeds 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 requires a $1.00 surcharge). ,ry $_~.i.SV TOTAL FEE 3/4" Displacement Fire Meter - $18300 $ Fire Meter $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be iry-accordance with the approved plan in the case of work which requires a review and approval of plans. 1 ; x 'o fit a ire Applicant's Printed Marne Applicant's Signature I FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic _ Plow Alarm Drain Test Rough in Trip _ Pump Test Central Station _ Final Conditions of Issuance: Permit Reviewed bjgo Date: Use BLUE or BLACK Ink �________________^ I For Office Use � I � ' � G� � Permit#: `����-1 � � CltV af �aoa� �s �� � (�� ; d b 1C� � I Permit Fee: � � �v 3830 Pilot Knob Road '� � Eagan MN 55122 ��c����'� � � � � Phone: (651)675-5675 i Date Received: �'?' �� � Fax: (651)675-5694 MAY Q 7 2015 � � staff: �7 � �-----------------� 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date:�/ ^ �.� Site Address: �3�� ����'�% ���'t ����-riT -��� Tenant: -��-g��l�� �"` �C Y�-� � l.� ���e � T Suite#: �� .�.x.: ����� �� � ����� ���� Name: �.S� � � Phone:lo-S-1�f l�3^7j O� ��,����m �Nuu�,wi��� ��m�����m t� �I �p �' ������������� Address/Cit /Zi � �/� � �'/ �9-'�-h w`�� `�"��J'� Y p� < ��S � 9✓ho.� ������ �,<<�� t� �������� � � ��"� � '� Applicant is: Owner �traetor ';�,,��-�_ �w�, ': �,,F .�*�t� � �r �b'�'j°'�����.����� �'���� Description of work: /',l� ���'9� �/h ���r l'�9�r � "������+�f�€�t�k � �% ����;, � , ,,1 � , Construction Cost: ���D� Estimated Completion Date: 08^ /S �/� � � ,��� � �I /� � � / ���������� '� � .- � Name: �7`� f���/o?ol o q f���' License#: � ����7 ra(���!�u;�s �,; �� : �' V� ��`����i�r��p�������I Address: ('0 7�O �i� ,/O lJ/�r/ City: �''�l{Y a�«r��r,�; ��l'!�"����' �� ����������a��������a� �� �^3 0� Phone: ��� ��� ���� �,�� �: � ;� State:�� Zip: r , r �r �ri �7im�N :,�,ar�����s�r�nd� � ����° `���-�-�� � - �: Contact��� �i¢v�-c'� EmaiL• b ��'�c�S � 4 �f�-ltc� , C'oz ��,�� � � �� ��ix�� z ������,ii,�����s d�"`����q�G���� = New L�#2emodel b • ���i�� :����.,.. �� ��� — — `ty M����i i�c�Cl�T � �� �� _Addition _Other: � ��`�.��� �t����� ����� �/ A��„., Alterations �— DESCRIPTION OF WORK: Commercial Residential Educational � FEES Contract Value$ �� x.01 $55.00 Permit Fee Minimum �/,/ '"`� "If contract value is LESS than$10,010,Surcharge=$5.00 _$ ! `� � Permit Fee ""If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 =$ ��"'' Surcharge* *"*If the project valuation is over$1 million, please call for Surcharge _� ; /f_���- `-'7 �� TOTAL Ff E *Requirements: 2 complete sets of drawings and specifcations,cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X �'�/ ( /�ig,�!, X �'�'a�L�" (. ���` ApplicanYs Printed Name Applicant's Signature ��3����'���1�� � � v4v "��.�����f��Nt-����t� k � � � 1 �!�i'F��� - _ 1��,'r ��;"+�" F'����"�yy �� ` �� ';� (�� �v��4�� ,�j�IW--'-t y t� . �E'��4w*. � `"�ry �i v� `�'�� � �.� - 3 � - s � �"�. �m ��.;;( . ���� � �.j '=� 0.�1 � � ���������C��'I�r.r�'Y.�x*.�,r� � � �- ���� �.�r.:� t� '���������if �,,. a(g. . ' :�� a,� : U � i F ...4k"�°*� . -.-. �.�s`..�&e. w�e` . " � .,-�-�.a�: :: � 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT E BOR tit INDUSTRY PROJECT JURISDICTION AGREEMENT BUILDING OFFICIAL: Date: 6/20/2016 City of Eagan Building Official Dale Schoeppner 3830 Pilot Knob Rd Eagan, MN 55122 Project: Location: Address. 4350 Johnny Cake Ridge Rd ISD 196 / OAK RIDGE ELEMENTARY 2017 ADDITION State Plan Revi 6-00071 (651) 284-5005 1-800-342-5354 RECEIVED JUN 232016 Date Received: 6/17/2016 Building Official: Pursuant to the Municipal Delegation Agreement between the Minnesota Construction Codes and Licensing Division and the CITY OF EAGAN attached is a copy of the notice to the Architect / Designer of the project described above delegating building code administration to your office per agreement. Sincerely, CONSTRUCTION CODES AND LICENSING DIVISION Jerry Norman Supervisor Building Plan Review GN:jh ENC This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT OF BOR INDUSTRY ARCHITECT/ENGINEER: PERMIT JURISDICTION AGREEMENT Nick Marcucci Wold Architects & Engineers 332 Minnesota St Ste W2000 St Paul, MN 55102 Date: 6/20/2016 Project: ISD 196 / OAK RIDGE ELEMENTARY 2017 ADDITION Location: EAGAN, MN 55123 Address: 4350 Johnny Cake Ridge Rd State Plan Review Number: BLD1606-00071 Date Received: 6/17/2016 (651) 284-5005 1-800-342-5354 Pursuant to our Municipal Delegation Agreement between the Minnesota Construction Codes and Licensing Division and the CITY OF EAGAN BUILDING PLAN REVIEW AND BUILDING INSPECTIONS WILL BE DONE BY THE CITY OF EAGAN Please submit all plans, specifications, and appropriate fees to the CITY OF EAGAN. You must follow their submittal process and fee schedule. Please refer to our State Plan Review Number for their tracking purposes. Please be advised that this Permit Jurisdiction agreement is NOT an agreement with the Minnesota Department of Labor and Industry (MNDLI) Plumbing Plan Review and Inspection Unit. Plumbing plans, specifications, and appropriate fees must be submitted to the Plumbing Plan Review and Inspection Unit. For additional information concerning MNDLI plumbing plan reviews and inspections please visit www.dli.mn.gov/CCLD/Plumbing.asp Sincerely, CONSTRUCTION CODES & LICENSING DIVISION Jerry Norman Supervisor Building Plan Review GN:jh C: City of Eagan Building Official, Dale Schoeppner This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 19 0 Minnesota Department of Labor and Industry�� Construction Codes and Licensing Divisione• Building Plan Review. 443 Lafayette Road North St. Paul, MN 55155 Phone: (651) 284-5857 www.dli.mn.qov/COLD/PlanConstruction;asp NNESOTA DEPARTMENT OF BOR 84 INDUSTRY ROJEG Initial Application FORMATION PROJECT TITLE Oak Ride Elementa 2017 Addition PROJECT LOCATION (number and street name) 4350 Johnny Cake Ridge Road PROJECTED CONSTRUCTION VALUATION $2,092,000 COUNTY Dakota PROJECT CITY or PROJECT TOWNSHIP (Enter only the city or township, not both) an Check if outside city limits OWNER (OR STATE AGENCY IF APPLICABLE) (OR ISD# IF APPLICABLE) Independent School District 196 CONTACT PERSON Heather Nosan ADDRESS 3455 153rd St. W PHONE (6511_423-7591 E-MAIL heather.nosan@district196.org CITY Rosemount STATE MN ZIP CODE 55068 DESIGN FIRM Wold Architects & Engineers PROJECT CONTACT Nick Marcucci ADDRESS 332 Minnesota Street - Suite W2000 PHONE (651) 227-7773 CITY Saint Paul STATE MN ZIP CODE 55101 E-MAIL nmarcucci@woldae.com PROJECT TYPE (As defined by MN Statute 326B.103 Subd. 11 and Subd. 13) C State Owned - A building and its grounds the cost of which are paid for by the state or state agency regardless of its cost. 1-7 Public School District - A school district building project or charter school building project, the cost of which is $100,000 or more. State Licensed Facility - A building and its grounds that are licensed by the state as a: hospital, [] nursing home, 0 supervised living facility, Q free-standing outpatient surgical center, 0 correctional facility, ri boarding care, El residential hospice. If your project is not licensed specifically as listed above, the project is not under the jurisdiction of the Building Plan Review Unit. CLASS OF WORK New Building Construction Addition Remodeling Sprinklers J Yes Q No El Partial 0 Permit Only (submit documentation from regional building official) ANTICIPATED START DATE 11/01/2016 IBC OCCUPANCY CLASSIFICATION(S) E PROJECT DESCRIPTION IBC TYPE OF CONSTRUCTION 118 An addition to an existing elementary school APPLICANT INFORMATION Upon receiving this completed initial application, we will confirm proper jurisdiction for the project and assign a project number. We will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. Otherwise our standard appl cation process will need to be followed. I completed the information on this application and understand that it does not authorize the start of construction. APPLICANT NAME (PRINT) Nick Marcucci APPLICANT SI I AT U R E DATE PHONE 0.6/16/2016 (651) 227-7773 APPLICANT MAILING ADDRESS 332 Minnesota Street - Suite W2000 CITY St. R STATE MN ZIP 55101 E-MAIL nmarcucci@woldae.com FOR OFFICE USE ONLY ❑State ❑ a Lo l In p. Local Both BLD- �0( ( -000 n 1 This material can be made available in different for To request, call 1-800-342-5354 (DIAL -DLI). BCS 01R (1/14) *City of Eapp 7,4 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use I i .-y Permit #: / /4 �///6 /z7w06 Permit Fee: Date Received: Staff: 2016 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date: /0- / 2 Description Of Work: 5-tig ie",6"1/147 _ City Sewer ( City Water Repair Disconnect iuQa2 % .%�.�6 , (-3eAK R ,1 � ��� i 4/36) Zo OP4t '4 goti. Street Address for Proposed Work ne Name: Address / City / Zip: _ Name: 2J l 6 Ze Phone: ZioSZ-- 4123 74947 Address / City / Zi : j ) % -54 - Applicant is: Owner Contractor Licensed Pipelayer Master Plumber New Look Contracting 4045 Northdale Blvd. @ogers, MN 55374 763) 241-1596 — office 763) 241-9196 — fax Pipelayer Training Certification Card #: Property Owner Phone: or Master Plumber License #: acknowledge that the information is complete and accurate and that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes. I understand this is not a permit, but only an application for a permit, and work is not to start without a permit. 44-41 ali::?te Applioent (Print Name) Applicant'- Signature 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 Receipt:# 463457 VAC $46.00 Return to: CITY OF EAGAN 3830 PILOT KNOB ROAD MUNICIPAL CENTER EAGAN MN 55122 43so 'P'u-MAT 3156863 Office of the County Recorder Dakota County, Minnesota Joel T. Beckman, County Recorder I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, MN, do hereby certify that the attached document is a true and correct copy of a public record for the City of Eagan. Dated: September 20, 2016 Christina M. Scipioni City Clerk 4 NOTICE CITY OF EAGAN NOTICE IS HEREBY GIVEN that the City of Eagan, Dakota County, Minnesota, has completed the proceedings for vacation of an easement Tying over and across the following described property: EXISTING EASEMENT TO BE VACATED DESCRIPTION: That part of the 20.00 foot wide utility easement as dedicated in the plat of WILMUS ADDITION, Dakota County, Minnesota, described as follows: A strip of land 20.00 feet in width over Lot 1, Block 1, WILMUS ADDITION, Dakota County, Minnesota, which lies Southwesterly of the Northeasterly 10.00 feet of said Lot 1, the centerline of which is described as follows: Commencing at the most Northerly corner of said Lot 1; thence South 45 degrees 17 minutes 13 seconds East, assumed bearing along the Northeasterly line of said Lot 1, a distance of 332.24 feet to a curve point of said Northeasterly line of Lot 1; thence Southeasterly a distance of 65.79 feet along said Northeasterly line of Lot 1, being a tangential curve concave to the North, having a radius of 319.50 feet and a central angle of 11 degrees 47 minutes 55 seconds to the point of beginning of the centerline to be described; thence South 11 degrees 41 minutes 40 seconds West, not tangent to the last described curve, a distance of 80.00 feet to a point to be hereafter referred to as "Point A"; thence continue South 11 degrees 41 minutes 40 seconds West, a distance of 55.00 feet; thence South 26 degrees 51 minutes 12 seconds West, a distance of 25.00 feet and said centerline there terminating. AND A strip of land 20.00 feet in width lying Westerly of the above described strip of land, the centerline of which is described as follows: Beginning at said "Point A"; thence North 78 degrees 18 minutes 20 seconds West, a distance of 18.00 feet and said centerline there terminating. That said proceedings were taken and completed by the City of Eagan, Dakota County, Minnesota, on September 20, 2016; and that the description of the real estate and land affected by the vacation of said easement is contained in the Resolution vacating said easement of which a copy is attached hereto and made a part hereof and marked as Exhibit "A". DATED: September 20, 2016 ATTEST: CITY COUNCIL - CITY OF EAGAN By: Christina M. Scipio i By: Mike Mag Its: City Clerk Its: Mayor NOW THEREFORE, it was resolved that the public utility easement Tying over and across the following described property is hereby vacated: EXISTING EASEMENT TO BE VACATED DESCRIPTION: That part of the 20.00 foot wide utility easement as dedicated in the plat of WILMUS ADDITION, Dakota County, Minnesota, described as follows: A strip of land 20.00 feet in width over Lot 1, Block 1, WILMUS ADDITION, Dakota County, Minnesota, which lies Southwesterly of the Northeasterly 10.00 feet of said Lot 1, the centerline of which is described as follows: Commencing at the most Northerly corner of said Lot 1; thence South 45 degrees 17 minutes 13 seconds East, assumed bearing along the Northeasterly line of said Lot 1, a distance of 332.24 feet to a curve point of said Northeasterly line of Lot 1; thence Southeasterly a distance of 65.79 feet along said Northeasterly line of Lot 1, being a tangential curve concave to the North, having a radius of 319.50 feet and a central angle of 11 degrees 47 minutes 55 seconds to the point of beginning of the centerline to be described; thence South 11 degrees 41 minutes 40 seconds West, not tangent to the last described curve, a distance of 80.00 feet to a point to be hereafter referred to as "Point A"; thence continue South 11 degrees 41 minutes 40 seconds West, a distance of 55.00 feet; thence South 26 degrees 51 minutes 12 seconds West, a distance of 25.00 feet and said centerline there terminating. AND A strip of land 20.00 feet in width Tying Westerly of the above described strip of land, the centerline of which is described as follows: Beginning at said "Point A"; thence North 78 degrees 18 minutes 20 seconds West, a distance of 18.00 feet and said centerline there terminating. Dated: September 20, 2016 ATTEST: By: Christina M. Scipioni Its: City Clerk Motion made by: /43r Seconded by: Those in favor: t1-1.4— Those against: 0 &- CITY COUNCIL - CITY OF EAGAN By: Mike Maguire Its: Mayor CERTIFICATION I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, .D4kot4 County, Minnesota, in a regular meeting thereof assembled this 20th day of September, 2016. �I. Christina M. Scipioni, City CI rk THIS INSTRUMENT WAS DRAFTED BY: Engineering Division, Public Works Department, City of Eagan 3830 Pilot Knob Road Eagan MN 55122 (651) 675-5646 public utility companies, having an interest in said public utility easement, and it appearing that it is in the public interest to vacate such easement, and there being no objections; EXHIBIT A RESOLUTION CITY OF EAGAN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 20th day of September, 2016, at 6:30 p.m. at the City Hall located at 3830 Pilot Knob Road, Eagan, Minnesota; and WHEREAS, pursuant to M.S.A. §412.851, the Mayor convened the public hearing to consider the proposed vacation of public utility easement lying over and across the following described real property in the City of Eagan, County of Dakota, State of Minnesota, described as follows: EXISTING EASEMENT TO BE VACATED DESCRIPTION: That part of the 20.00 foot wide utility easement as dedicated in the plat of WILMUS ADDITION, Dakota County, Minnesota, described as follows: A strip of land 20.00 feet in width over Lot 1, Block 1, WILMUS ADDITION, Dakota County, Minnesota, which lies Southwesterly of the Northeasterly 10.00 feet of said Lot 1, the centerline of which is described as follows: Commencing at the most Northerly corner of said Lot 1; thence South 45 degrees 17 minutes 13 seconds East, assumed bearing along the Northeasterly line of said Lot 1, a distance of 332.24 feet to a curve point of said Northeasterly line of Lot 1; thence Southeasterly a distance of 65.79 feet along said Northeasterly line of Lot 1, being a tangential curve concave to the North, having a radius of 319.50 feet and a central angle of 11 degrees 47 minutes 55 seconds to the point of beginning of the centerline to be described; thence South 11 degrees 41 minutes 40 seconds West, not tangent to the last described curve, a distance of 80.00 feet to a point to be hereafter referred to as "Point A"; thence continue South 11 degrees 41 minutes 40 seconds West, a distance of 55.00 feet; thence South 26 degrees 51 minutes 12 seconds West, a distance of 25.00 feet and said centerline there terminating. AND A strip of land 20.00 feet in width lying Westerly of the above described strip of land, the centerline of which is described as follows: Beginning at said "Point A"; thence North 78 degrees 18 minutes 20 seconds West, a distance of 18.00 feet and said centerline there terminating. WHEREAS, the Council at a regular meeting on the 16th day of August, 2016, accepted a petition to vacate said public utility easement pursuant to a petition and scheduled a public hearing on the vacation for the 20th day September, 2016, at 6:30 p.m. at the City Hall; and WHEREAS, an Affidavit of Publication of Notice of Hearing in the Sun Thisweek newspaper, dated August 26 and September 9, 2016, relative to the proposed vacation was submitted; and WHEREAS, there appearing no objections to said vacation and the Council desiring to vacate said public utility easement; and WHEREAS, it having been determined that other than petitioner, there are no other parties, including public utility companies, having an interest in said public utility easement, and it appearing that it is in the public interest to vacate such easement, and there being no objections; 0 U W 0 z N m L a 4 ti N u� �� EmUuiZ5J :C% Mp!OU - 0 0Y"oN — nN� m a T v�uo .cO tQ LooU ONMNPC« 0 awrnrm • cd O*.pur 'L'm o««om•� J o z pad (o p a o U. c O °,4 m 0 L m m O;g« 3Um!- O 1115I wm :>_114!"111: U U m 0 U p TNc— m L a m u.� � v 'a • J pEE v« v 2,t2(.a 2.; � �03m<0 y p 0 O m m 0 O `o:_�"V 0 pVN a U Z v o ( «mo « m V E��pp°�oa �cv m a Spm V 0 q r =CC0v A a C_ tlco 0 oaz= '4,115 a TOL aE- J m m m ; o 0 0 c m m Evoave'%vc �L ET'ra 5' vo-68 owa0Zo'n vvg a Q3 0 10 v 0 E co 8 a t O om F pa ami m p TE �� L d N O U N „„c. L Cw a 3 L OO dTv v TamOCt pT p 6 ag,�aa� `omE m m 0 a p 1. mo uvm1mm m p a a) m w oFmc m v co c a o if; E v ate- mE°t ami a0a J N C 3 U � 22›g:12_ C p a C .3 o _ o p` L m O” m Co m u mC o o c ,,cc F Q ? V V m Nj E o -.Z .0 >'Uf = m 0 r .a 0 Z „ N o D J 0X a 1 3 S2 Six 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT OF LABOR & INDUSTRY Division of Construction Codes and Licensing REPORT ON PLUMBING PLANS (651) 284-5005 1 -800 -DIAL -DLI TTY: (651) 297-4198 PROJECT: Oak Ridge Elementary 2017 Addition, 4350 Johnny Cake Ridge Road, Eagan, Dakota County, Minnesota, Plan No. PLB1609-00338 OWNERSHIP: ISD 196, 14445 Diamond Path, Rosemount, MN 55068 SUBMITTER: ISD 196, 14445 Diamond Path, Rosemount, MN 55068 Plans Dated: September 14, 2016; Site Plan Dated: September 13, 2016 Date Received: September 29, 2016 Date Approved: November 4, 2016 This review is limited to the provisions of the Minnesota Plumbing Code, Minnesota Rules, Chapter 4714 and assumes the data on which the design is based are correct. Approval is contingent upon meeting the requirement(s) listed below. A copy of the approved plans and this report must be retained at the project location. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. No plumbing work may be covered prior to inspection. The contractor/installer must obtain all required inspection permits from the city of Eagan Building Official. REQUIREMENT(S): 1. All plumbing shall be installed in accordance with the 2015 Minnesota Plumbing Code (see Minnesota Rules, Chapter 4714). 2. All horizontal branch drains shall be uniformly pitched at 1/4 inch per foot (see Minnesota Rules, Chapter 4714, Section 708.1). Where it is impractical due to the depth of the street sewer, to the structural features, or to the arrangement of the building or structure to obtain a slope of 1/4 inch per foot, such pipe 4 inches or larger in diameter shall be permitted to have a slope of not less than 1/8 inch per foot, where first approved by the Authority Having Jurisdiction. 3. Verify that the distance from the trap to the vent for the classroom bubblers does not exceed the values given in Minnesota Rules, Chapter 4714, Section 1002.2. 4. The installation of reduced pressure zone assemblies, double check valve assemblies, pressure vacuum breakers, spill -proof vacuum breakers, reduced pressure detector fire protection assemblies, or double check detector fire protection assemblies is permitted only when a testing and inspection program acceptable to the administrative authority is provided (see Minnesota Rules, Chapter 4714, Section 603.5.23). The administrative authority and water purveyor must be notified prior to installation. Devices must be tested upon initial installation and not less than annually, and records must be kept. Installations must be at least 12 inches and not more than 5 feet above the finished floor or ground level unless a permanent platform for access is provided. A backflow prevention fact sheet may be viewed at: http://www.dli.mn.gov/CCLD/PDF/fs_backflow.pdf 5. Verify that the roof drain tributary areas include vertical walls projecting above a roof (see Minnesota Rules, Chapter 4714, Section 1106.4). It is unclear to determine if any existing walls will be projecting above the building addition. 6. Verify that the existing water supply and waste systems are sized to accommodate the added fixtures (see Minnesota Rules, Chapter 4714, Sections 610.7 through 610.12 and 703.0). This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer Oak Ridge Elementary 2017 Addition Plumbing Plan No. PLB1609-00338 Page 2 November 4, 2016 7. The bottom of the water service crossing a sewer of clay or materials not approved within a building must be at least 12 inches above the top of the sewer (see Minnesota Rules, Chapter 4714, Sections 609.2 and 720.1). The water service should not contain any joints or connections within 10 feet of the crossing. 8. PVC solvent weld joints must include ASTM F656 purple primer and ASTM D2564 solvent cement (see Minnesota Rules, Chapter 4714, Section 705.7.2). NOTE(S): 1. The scope of this project consists of remodeling and constructing an addition onto an existing building. The plumbing installation includes floor drains, a mop sink, classroom sink, classroom drinking fountains, wall mounted trough sinks, and new primary and overflow roof drains. 2. The building addition will be served by existing municipal sewer and water services. New storm sewer will be installed serving the new primary roof drains and draintile. Authorization for installation may be withdrawn if construction is not undertaken within one year. Additional recommendations or requirements may be made if changed conditions or additional information make improvements necessary. The current Minnesota Plumbing Code, Chapter 4714, and related information can be found at: http://www.dli.mn.gov/CCLD/Plumbing.asp Approved: L-22&144ie6 Bradley Williams Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284-5836 Bradley.Williams@state.mn.us cc: ISD 196 Wold Architects & Engineers City of Eagan Building Official Anderson Johnson Associates File 411/` Citi of Etall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Ch Y 1)0// 9555MBJ Use BLUE or BLACK Ink For Office Usp,-,�- l‘) Permit #: (�/ / Permit Fee: ly - Date Received: Staff: 2016 MECHANICAL PERMIT APPLICATION 0 Please submit two (2) sets of plans with all commercial applications. Date: 11 /3/16Site Add ss: 4350 Johnny Cake Ridge Road, Eagan, MN 55122 Tenant ISD 196 (QF2k I l(6i 6-7" le / :44W Suite #: J Resident/Owner r Name: ISD 196 Phone: (651) 423-7700 Address / City / Zip: 3455 153rd St W, Eagan, MN 55068 CDntractor Name: NAC Mechanical & Electrical Services License #: MB -003184 Address: 1001 Labore Industrial Court, Suite B City: Vadnais Heights State: MN Zip: 55110 Phone: (651) 255-3556 Contact: Charlie Moren Email: cmoren@nac-hvac.com Type of Work X New Replacement X Additional Alteration Demolition Description of work: NOTE: Roof mounted and ground mounted mechanical equipment. is required tae screened. by. City. Code. Please contact the Mechanical Inspector. for inform on ti d ktg m', Perm T e RESIDENTIAL Furnace COMMERCIAL X New Construction Interior Improvement _ Air Conditioner X Install Piping Processed _Air Exchanger Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank (_ Install / Remove) Other _ RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State includes State Surcharge Surcharge = $ TOTAL FEE $100.00 Residential New, COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value $ 23,450.00 x .01 234.50 = $ Permit Fee $75.00 Underground tank installation/removal, includes State Surcharge Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge .$ 11.73 Surcharge = $ 246.23 TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Charlie Moren Applicant's Printed Name x Applicant's Signature FOR OFFICE USE Required Inspections:, Underground Rough oor He 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5 94 SAF 17.16) 7q,D9 Use BLUE or BLACK Ink I Permit #. r / �2Z l -ICS � ,�„ Permit Fee: q5 _ `/ to % Cis c, For Office Use Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 09/20/2016 Tenant Name: Site Address: 4350 Johnny Cake Ridge Road Rt` t . � Name: ISD #196 (Tenant is: New / Former Tenant: Existing) Suite #: Phone: 651-423-7700 Address /city /zip: 3455 153rd Street West Rosemount, MN 55068 Applicant is: Owner X Contractor Description of work: New 4 classroom addition and secure vestibule Construction Cost: 1500'000'00 Name: Wenck Construction Address: 7560 Olson Memorial Highway City: Golden Valley state: MN Zip: 55427 Phone: 763-252-6885 contact: Greg Koba Email: gkoba@wenck.com Address: 332 Minnesota Street Suite W2000 City: Saint Paul state: M N Zip: 55101 Phone: 651-227-7773 Contact Person: R. Scott McQueen Email: smcqueen�woldae.com Licensed plumber installing new sewer/water service: Iad lobr- /l// 7J; JPhone#: !i-5"0/ public information. Portion hat would permit fhe Cit) OTE: Plans and supporting documents that you submit are considerL_ he`information may be classified as non-public if you provide sPecific, concludethat the are trade secret: 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 — - approval of plans. x Cwt -/Z6-441 1{inO! - x -� Applicant's Printed Name rcant's Signature Page 1 of 3 • 1-7Z-6) 0I1/7' ( DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation 2( Commercial / Industrial Apartments Miscellaneous WORK TYPES New '( Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100°/< ) Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage l , $aobo,- /S Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS X Footings (New Building) Footings (Deck) Footings (Addition) Foundation x Foundation Before Backfill Drain Tile Roof: )( Decking 2( Insulation Ice & Water Final --7( Framing 30 Minutes X 1 Hour Fireplace: Rough In Air Test Final X Insulation Sheetrock Windows 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 ZeI S MCES System G SAC Units City Water Booster Pump PRV Fire Sprinklers 7S Final / C.O. Required Final / No C.O. Required Other: Pool: Footings Air/Gas Tests Final Siding: Stucco Lath Stone Lath Brick Retaining Wall Erosion Control Concrete Entrance Apron Meter Size: X Electronic Plans Required Final CIO Inspection: edule Fire Marshal to be present: x Yes Reviewed By: , Building Inspector No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC &W Permit & Surcharge V 7,956 7.1s Ili' 700 . 41339S`� Treatment Plant '40370 Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street ater Lateral her: /,,,,,c ;CA fe sod TOTAL: ' 6.d_?I ,'L( Page 2 of 3 MCES USE: Letter Reference: 161010A8 Address ID: 5103 Payment ID: 396885 Date of Determination: 10/10/16 Greetings! Please see the determination below. Determination Expiration: 10/10/18 Project Name: Oak Ridge Elementary School Project Address: 4350 Johnny Cake Ridge road Suite #/Campus: na City Name: Eagan Applicant: Greg Koba, Wenck Construction, Inc. Special Notes: addition Charge Calculation: Classroom: 3642 sq. ft. @ 540 sq. ft. / SAC = 6.74 Total Charge: 6.74 Credit Calculation: na Total Credit: na Net SAC: 6.74 — or — The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: cory.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street North 1 St. Paul, MN 55101-1805 Phone 651.602.1000 ( Fax 651.602.1550 1 TTY 651.291.0904 1 metrocouncil.org An Equal Opportunity Employer MEoTROPOLoITAN 11 6 2i EB; 5 z0.0 0 u. g 4.1 as 6 a H7175355hilibi5 fi 11 1 1 1 1 1 11 it 1 j 4 1 ir 16<on ' Ct7 I EI 1 73t1313.3330, !JL Patibh11:1 ) .9, g j ;,ii:; II ii! iligliI 1 d :: i i a s 1 i!1/101iPAION r rillh 111 ' loeV6eeeeeeeee6e 5 1 1 3 5 \:\ \ \\ \ \\ \ 4 ® 11 Use BLUE or BLACK Ink For Office use 44![14,'City of Eaali9554MBJ�i� l Permit Fee: ��0" / I-/�'' 3830 Pilot Knob Road ,l Eagan MN 55122 Date Received: IfPho Fax: (651)675•5675 NUV 1 4 2016 Staff: �^ Fax:(651)675-5694 Staff: V 2016 COMMERCIAL PLUMBING PERMIT APPLICATION 0 Please submit two(2)sets of plans with all commercial applications. 11/9/16 4350 Johnny Cake Ridge Road Date: site rose: ISD 196 Tenant: 01,0g, I�t - C Gl/ G't Suite 8: PISD 196 651-423-7700 Owner Name: Phone: Name: NAC Mechanical&Electrical Services License#: MB-003184 Contractor Address: 1001 Labore Industrial Corurt,Suite B City: Vadnais Heights State: MN Zip: 55110 Phone: 651-255-3556Email: anoren@nac-hvac.com nac-hvac.com Typo of Work New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: Install new sinks&associated piping COMMERCIAL x New Construction Modify Space Irrigation System(_yes/ no)(_RPZ/_PVB) • Rain sensors required on irrigation systems Permit ype • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) _Meters Call(651)675-5646 to verity that tests passed prior to Dickino uo meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers Yes_No COMMERCIAL FEES Contract Value$59'150.00 x.01 $60.00 Permit Fee Minimum = 591.50 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee =$ 59.58 `="7C/. 7 Surcharge Surcharge=Contract Value x$0.0005 -7 If the project valuation is over$1 million,please call for Surcharge =$ /" 0 / 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 $- State Surcharge 06448— ?/ 6-7 TOTAL FEE CALLL,BEFORE YOU we; Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Charlie Moron Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved Bim; ter« Required s; Under Ground. -In. Test Gas Test 4K-Fetat .. , ,Re*** yes No Meter Related Items: ' Meter Size Rade Read , Manometer .-- Page 1 of 3 / (1,h_ ct2-.2e Use BLUE or BLACK Ink For Office Us,* Zip Cityt D�' Permit# 10 C 3830 Pi6--n lKnob d of Eaaall Permit Fee: ��, Eagan MN 55122c�2-11✓G Phone:(651)675-5675 RECEIVED Date /--Received: I Fax:(651)675-5694 DEC 2 2 2016 LStaff: ;I'/m I r 2016 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. (a"?F- 11(, Date: 1z-1 tat (20 kir Site Address: 4A- 5(:) Sbir4t-h.1y Ce.4...s FIt.G.E. 74). I Tenant: bf - la 4p)a►F 1 Suite#: Resident/Owner Name: 1 S!D. 1 q(o Phone: Address/City/Zip: 3ASS- tS*`— . /Qo$ e-/S-S-btos Name: 4t6 Slkt+c+r- kee,Act C., , (...License#: Contractor Address:1.3 3- L-er,)1,1,,tAl3o% P.c�_ t,-1. City: Cite t_bt,J ki+IN.4.t( State: M'. Zip: S'S�--2.1 Phone: 14,1-- $Z14-8'741 Contact:S 12�e.K - 1so,.� Email: j jt,v1..5o".. p (,5vM-v^..0 .Gem New Replacement ✓Additional Alteration Demolition Type of Work Description of work: Q. ,J 4 4Je .. ✓Y�-6,44. t bt.. .i>w•t DO.t‘tom NOTE:Roof mounted and ground mounted mechanical equipment ill required to be screened by City Code, Please contact the Mechanical inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction iterior Improvement Permit Type _Air Conditioner Install Piping Processed _Air Exchanger Gas 4- terior HVAC Unit Heat Pump _Under/Above ground Tank ( Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ C1.2 /pip x.01 $60.00 Permit Fee Minimum 0$75.00 Underground tank installation/removal,includes State Surcharge =$ ( ) . Permit Fee Surcharge=Contract Value x$0.0005 =$ A V)'S7D Surcharge If the project valuation is over$1 million,please call for Surcharge =$ c`11(0.' TOTAL FEE i I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. r Applicant's Printed Name Applre`ant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date �� Underground A"-R In I Air Test Gas Service Test In-floor Heat . , Final ,,, HVAC Screening 1 itivtO aUse BLUE or BLACK Ink * City ,�p ,C A For Office Us� ,w Permit:ee ofPermit : 1 C) t-)• 3830 Pilot Knob Road Eagan MN 551221 U 2017 Date Received: '�6— i'7 Phone:(651)675-5675 �L Fax:(651)675-5694 Staff: J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 2/9/2017 Site Address: 4350 Johnny Cake Ridge Road Tenant: Oak Ridge Elementary Suite#: f' � Name: ISD #196 Phone: Property-Owner Address/city/zip: 3455 153rd Street West Rosemount, MN 55068 OAC 7.� r ,A* - `' Applicant is: 1 Owner Contractor UV " Install sprinkler system in new additions systems will be fed from existing sprinkler mains,relocate 5 heads in entry way. Type of Work Description of work: . 14 Construction Cost: 286.63 Estimated Completion Date: 4/1/20'17 s Breth-Zenzen Fire Protection C-126 Name: License#: r, 8053 Sterling Drive Suite 101 St. Joseph 14,Sii7itbr antrat Address: City: p r, �j,- State: MN Zip: 56374 Phone: 320-363-0900 E Contact: Nick VanDonsel Email: nick@bzfire.com FIRE PERMIT TYPE WORK TYPE 1 Sprinkler System(#of heads 1) _New ✓Addition _Fire Pump _Standpipe Alterations Remodel Other: Other: DESCRIPTION OF WORK: _Commercial _Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$ 14,286.63 x.01 Surcharge=Contract Value x$0.0005 =$ 142.87 Permit Fee If the project valuation is over$1 million, please call for Surcharge _$ 7.14 Surcharge $100.00 Residential New(includes State Surcharge) =$ 150.01 TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter _$ TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x x Applicant's Printed Name Applicant's Signature / ( 2Z� FOR OFFICE USE REQUIRED INSPECTIONS M sp Rough1n �` ]/ : Hydrostatic �.:. F1oUy Alarm �. Drain Test � Tri Pump Test f.�eritr�l Staten final CondiU ns,of Issuance: ° :iti 3 f YY r Permit Retr�ewed•bye— �i Hate -� r lipul. 13. 2017 12:22PM No. 0768 P. 1 P2:4,0,1) fi � . c)(iLjij Use BLUE or BLACK Ink e°1 For Office Use 411111 City of Eaaan Permit# 7/' j c c� 3830 Pilot Knob Road Permit Fee: ( t Eagan MN 55122 Date Received: 7-13'/ 7 Phone:(651)675-5675 Fax:(651)675-5694 • Staff: 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 7/12/2017 Site Address:4350 Johnny Cake Ridge Rd. Tenant: Oak Ridge Elementary School Suite*: Name: Same Phone: Property Owner Address 1 City/Zip: • • • ' Applicant is: Owner ✓ Contractor . . Type of Work' , Fire Alarm System Addition Description of work: .'" Construction Cost: 3,200.00 Estimated Completion Date: 08/15/17 Name: Total Fire Alarm & Security Inc. License#:TSO 01453 Contractor •'' Address: 1919 Broadway St. NE C. . Mpls. State: MN Zip: 55413 Phone: 651-755-4773 • •• contact: Lee Daly Email: leed@totalfirealarm.com New Remodel Work Type ✓Addition _Other. Alterations DESCRIPTION OF WORK: _Commercial _Residential ✓ Educational FEES Contract Value$_ 0 x.01 $60.00 Permit Fee Minimum60.00 _ -$ Permit Fee Surcharge=Contract Value x$0.0005 $ •60 Surcharge' If the project valuation is over$1 million,please call for Surcharge _ 61.60-$ 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 8 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. • X ZR'... ' 74y uAPPlicant's Printed Name picn s Signature FOR OFFICE USE ' ! .• ', ' "Reviewed By: : • 1 , 'Date: '• ''7.-..(R 1�j J Required Inspections: Rough-In ' final Fire Alarm Test ' • ' • C11- For Office Use i % / : 0 �/ �� :::::ee " ap%:%. ,,,., E AGA N , �G, t : Date Received: l 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX (651)675-5694 Staff: P`'?' ' buildinainspectionsCc�cityofeagan.com L c .j ,:f.,:f.11-1t;, L F 2 V Io 2018pp� COMMERCIAL FIRE ALARM QPERMIIT APPLICATION Date: 5.c l al SiteAddress: T�5-O Jo is AnyC../fk h+G e 11r�4d I>�!-"- j M/) 5 /Q Tenant: Oi3 1 lie- I 91 / 'Cha)/ Suite#: ❑ Requirements: 2 complete sets of drawing and specifications,cut sheets on materials and components 1} ISD 196 651-423-7700 Tifiliiilamoneissiat Name:"mWirpePhone: Ott 3455 153rd st. W. Rosemount, MN 55068 [ =t Address/City/Zip: 4,111,memommasmeta,mm: t€ 1,511110; gt t} Applicant is: Owner X Contractor R '7 Description of work: Add 1 monitor module and 2 relay modules for lockdown �,s},i{ ; �; Construction Cost: 900.00 Estimated Completion Date: Cd 1 •c?d - ,, ,,matmonmsEllibil' ilosNIMNS ;; Name: North Ridge Communications LLC License#: TS718995 l.` Address. 12701 Chowen ave. Suit 104B City: Burnsville ' M N 55377 " s_ b State: Zip: Phone: one: 952-456-6447 , ' ' l ;Eit '' inu � Brad Longtin Email: bradl@northridge com.com b t � Contact: t t : r1'][a'11b pOloillia ' New Remodel ti l° ✓ Addition —Other: kII , f.w. Alterations DESCRIPTION OF WORK: Commercial Residential i/ Educational FEES Contract Value$900.00 x.01 $60.00 Permit Fee Minimum =$ 60 Permit Fee Surcharge=Contract Value x$0.0005 =$ .45 Surcharge* If the project valuation is over$1 million,please call for Surcharge =$ 60,45 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.citvofeauan.com/subscribe. 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. xBradley Longtin x 1 j,4` Applicant's Printed Name Applicant's it atur t ._, € . g: , i } ; y I - :. s ` s/ Yw.t 19 i b # 1 bEa . fit _ I1i '� aand 1IL } M s 6e a w ` 1 , e .ae1d�ttibCyt 1W i .sY'a7 k€k * .' wV? � ' i s 31,..} - N � � €# '