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1325 Town Center DrDate: Tenant: City of Eaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 J U L 2 z. 2111 Use BLUE or BLACK Ink For Office Use f 1 Permit #: Permit Fee: 96 - (f)r) Date Received: Staff: 2011 COMMERCIAL PLUMBING PERMIT APPLICATION Site Address: �T -row w In -rk' { L /�S Suite #: Name: ?DO (cis ( 1 ) od Phone: Name: Comme(aai Qf tt. i b'ac� 4 , - License#: � LJIgpM Address: 1442$(st tiv Ave City: dor est (a.ke State: M idZip: 6 2SS— Phone: (pl "uIOU - 2-9 88 Email: j (et_ h • (Oiv _ New _ Replacement _ Repair Rebuild _ Modify Space _ Work in R.O.W. Description of work: CnMMERCIAL New Construction Modify Space irrigation System 4 yes / _ no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes t_No Flushometers;Yes _No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge). OR Contract Value $.igCOO .� x l % = $ g5.00 Permit Fee Required on ALL new buildings and boulevard irrigation systems 3 $ 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 $� State Surcharge (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge S h� vv: 11 Mfanli- G, C.- L.IC (jS I -LI Ir(/ 2 088 = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformanc th 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 wor of to art 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 x L�er�e S1L e. Applicant's Printed Name x Applicant's Signature :FICE quired Inspe Page 1 of 3 City of 6apn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 efi it Per— C -C JUL. 2 5 2011 v Use BLUE or BLACK Ink Permit #: 100 Permit Fee: Date Received:- /- Staff: ( 2011 MECHANICAL PERMIT APPLICATION 74-411) 7 Date: //Z4 11/ Site Address: )3Z5 --0601 C 7 i 72i jj Tenant: Suite #: RESIDENT / OWNER Name: Phone: Address / City / Zip: CONTRACTOR Name: ()?T//tLy /Ve ./Li-ili zjI 5S%-�? License #: f �+ Address: r'3 o G Y �G"Vi 1L I City: L 1l l /t, L k✓h„,„ ''! �/n3 State: 142 Zip: 5)J/7 Phone: (744f —L$,3c_ Contact: ,I Z-14, Rif P,e4 - Email: i(a.. r 1 '-APgrol;)4 TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: » & J V PS 642A/Pax fI/Tr,, E 69de-,Wll f4grer NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. PERMIT TYPE RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / Remove) Other ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $ TOTAL FEE $95.00 Fire repair (replace COMMERCIAL FEES: $75.00 Underground tank $55.00 Minimum (includes installation/removal OR State Surcharge) $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) Contract Value $ 33;1-4191 Ota x 1% = $ 3.9/.27 Permit Fee - If the Permit Fee is Tess than Fee = $ ° 0 0 Surcharge - If the Permit Fee is > $10,010, (i.e. a $10,010-$11,010 Permit -7r�► _ $ c3 `. L9 TOTAL FEE CALL BEFORE YOU DIG. CaII 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 i8 -pot 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. 174P e/i Applicant's Printed Name x Appli'cant's Signature FOR OFFICE USE//`` Reviewed By: �w Date: Required Inspections: _Under Ground J' Rough In _Air Test s Service Test In -floor Heat J Final Exterior HVAC Screening Inspection • • C!ty ofEain 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Si (A)— )00 1---100 Use BLUE or BLACK Ink PermItt PemiitFee:$11 38%L Date Received: Staff: (Cad -a 2011 COMMERCIAL BUILDING PERMIT APPLICATION v--/-4 Date: MAI. lb, 2-0 Site Address: 1325 Mal t-e-Nr0-f. T.ALNe. Tenant Name: 17'40 136.1A-- (Tenant Is: >I New / Existing) Suite #: Former Tenant: P1221 4.1) r PROPERTY OWNER Name: 1,v,Pe, opoictur Phone:76 • 297o Address / City / Zip: 4145 DELATLIg. Pw NOILIR diVt.OEN VMA xli MM 55427 Applicant is: Owner Contractor TYPE OF WORK Description ofwork: Scraet A*31:# 146 110 asi.if Construction Cost: 5-4. 0 00 CONTRACTOR Name: 1/141-, /Ey et/14.4 License #: Address: /(.. 900 ds -e 614: P -61.e; ba -14.0 State: 1W Al Zip: 53-02-1 Phone: Contact:fp e- 573 - ti tot' 3 q Email: ARCHITECT / ENGINEER Name: _AA1CLAS 0_. Registration #: / Address: 4/9 31 (A)--1- c.33- 6-ire-efcity: Lgod.5 Park_ State: MO Zip: Phone: 5$1 99(19 (1/i Contact Person: 64- Se Email: (s,1 fricceq Licensed plumber installing ne wer/wa servi : 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.dopherstateonecallorq 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 wo • which require a review and approval of plans. x INt1404r4 &km eider Applicants Printed Name Page 1 of 3 • • G35 7u -fl Co4y,e_ Dr lit DO NOT WRITE BELOW THIS LINE do37 SUB TYPES Foundation Apartments Lodging Miscellaneous WQRK TYPES 7 New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction Public Facility V Commercial 1 Industrial Greenhouse I Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage -r6i4 d 6'4 ----Occupancy Code Edition / Zoning Stories Square Feet Length -543 Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) i.v Foundation Drain Tile VRoof: Decking Insulation.Tice & Water Final V Framing Fireplace: Rough In Air Test Final Insulation Meter Size: Accessory Building Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair *Demoiition OO7 41510(--- e., a, .37v 11••••••.... Demolish Building* Demolish Interior Demolish Foundation Salon Owner Change entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers — 0 - Litter ve_.5 rw 0 Sheetrock / C.O. Required Final No C.O. Required Other: Pool: Footings Air/Gas Tests Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes Reviewed By: AA L Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC 3;714.75 - DO 44r 39 S&W Permit & Surcharge /Or. oC) Treatment Plant Treatment Plant (Irrigation) 76,3--, DO Park Dedication illTrail Dedication Water Quality 4, 1 Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL g 3 (�5/3 43/ Page 2 of 3 AAA Metropolitan Council AA AA Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: Environmental Services May 27, 2011 The Metropolitan Council Environmental Services (MCES) Division has determined SAC on behalf of the City for Taco Bell to be located at Eagan Town Centre — 1325 Town Centre Drive within the City of Eagan. The City will be charged no additional SAC Units for this project, as determined below. Charges: Restaurant Indoor seating 50 seats @ 10 seats/SAC Unit SAC Units 5.00 Credits: Future Demolition Pizza Hut (Look -Back Period — paid 7/88) 12.30_or 12 Net Charge: 0 It is the Council's understanding there will be no outdoor seating. If at any time there is outdoor seating a determination should be made, as it is also subject to SAC evaluation. As you may know, the SAC Task Force that convened last year recommended the Met Council adopt a single restaurant criterion of 10 seats/SAC. On December 8, 2010 the Council adopted this change to be effective January 1, 2011. Please be aware that the demolition credit is being taken ahead of the actual building demolition and no other credit will be available. At the time of the actual building demolition note on your SAC -D form that the credit has already been applied to a new use. Also keep in mind all demolitions must be reported within one month of the end of the calendar year during which the demolition occurred, in order for the prior use to be eligible for any credit on the property. 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, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincerely, Karon Cappaert SAC Technician Environmental Services Division KC:kb: 110527B7 Determination expiration: May 27, 2013 cc: J. Nye, MCES Peggy Fleck, Eagan (email) Barbara Schneider, Border Foods (� r e_rocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportunity Employer FROM :VARLEY CONSTRUCTION INC ‘* City of Ea�all 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675.5675 Fax: (651) 675-5694 FAX NO. :5073340536 Jul. 26 2011 05:31PM P1/1 13 CALL c t� Cti oteT CA)ac, 1,►s10v, 4A"T11:314 PAr t Mt: 34 Use BLUE or BLACK Ink For Office Use Permit tf: Permit Fee; Yh'!ar Date ReceIvod: Staff: 2011 COMMERCI ' L = it IL ' G PER APPLICATION Date: -1 /2(1 I l 1 Site Address: - � a% ftJ e,,E1-411e4. Tenant Name: ik-t-.1., / (Tenant Is: New / Existing) Suite #: Former Tenant: grietz it4e. Phone: Address / City I Zip: 165 GATulz kit tt, (at^t 1-W 04.LE1.N v:'i 4 1-7 Applicant is; Owner )( Contractor Description of work. M-.cs t - a LI Construction Cost:: I CyrtAAGNIiitx1 ‘1rc11 Name: _ �� .. "' - VIF\ CMS V4Y--:• Aci License #: "IV 1 Address: 10Z.6.Cl. `_`511 tt►= lbL•k � City; Fb.Cr. 1.1 AVIL.[• State: t\$ Zip;5^!i.,?rt•'?)�=-� Ei, Phone: i ' j' . Lb34 Contact: ,‘C1PA1*i-.. t tot Email: 3 `-'' VAr t coir Arog o 1 com Name: ' `i C L- A3566 t A i E ., Registration #: AddressA t k\IF,S j 9,),51 5-vntl city: 5'T. �.-- s PAR.k l�: a State: M 14 Zip: 5 c� 1..L, Phone: c"152,•1,1 69 Contact Person: 1::kANitt,Y3ENt4 Email: dew, MAci54Y) ( vu Gla t..em Licensed plumber installing new sewer/water service: Phone #: MVP CALL BEFORE YOU MG. can Gopher state One CaII at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www,ggpherstatponecall.orct I hereby acknowledge that this Information is complete and accurate; that the work will bo in conformance with the ordinances and codes of the City of Eagan, that l understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x C3Cowa a , Applicant's Printed Name Applicant's Signature Page 1 of 3 SIGNED FOR PERMIT) CITY OF EAGAN ,,,,.r 3830 Pflot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-8100 BUILDING PERMIT Receipt ~ To be used for Est. Value Date ' ,19 Site Address OFFICE USE ONLY Lot Block Sec/Sub. ~ On Site Sewage Occupancy MWCC System Zoning Parcel No. On 5ite Weil (Actuap Const ac Name City Water t (Allowebie) W PRV Required it of Stories z Address ill: 0 City Phone . Booster Pump Length Depth .0 Name TECH BUILDERS, INC S.F.7otal ~ a Address Z' 0 BOX 317 Footprint S.F. ' m City FAIRMONT Phone (507) 235-5561 APPROVALS FEES ~ a Engr./Assess. Permit W ' WWName Planner Surcharge ~ z., Address , ~ W City Phone Council Plan Review Bldg. Off. SAC, City I hereby acknowledge that I have read this application and state that the Wariance SAC, M WCC information is correct and agree to comply with all applicable State of Water Conn. Minnesota Statutes and City of Eagan Ordinances. Water Meter Signature of Permittee Road Unit A Building Permit is issued to: Treatment P1 ' on the express condition that all work shall be done in accordance with all Parks applicable State of Minnesota Statutes and City of Eagan drdinances. 8uilding OffiCial TOTAL •S Permit No. Permit Holder Dats Telephone # Plumbing NN.-aC. Electric $ /a 81? Softener Inspection Dste Insp. COmments Footings I Footings II Foundation ~ Framing Roofing / ~ Rough Plbg. , Th: Rough Htg. Isul. III Fireplace Final Htg. _ 6 ' Final Plbg. ,91 Bldg. Final ,A ~ a,• I ~G,e ~ ~aoM ~l t z 0, ~ Ce1t Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Dfsp. 5~(9~i ~ ~ - ~..f S~ yy • C . . . . ' .~,-•Zt,-~'.l9" . . _ . . . . . • ' PERMIT PLUMBING PERMIT ~ - " CITY OF EAGAN RECEIPT # 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE PHONE: 454-8100 Site Address C BLDG. TYPE WORK DE$CRIPTION Lot Z Block Sec S~b Res. New ~ -77 ' ~ • U Mult. Add-on RT Name • Comm. Repair R Address Other c Ciry Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Name __-LWater Cioset - $3 00 S ~ ~ ~Bath Tubs - $3.00 3 Address ~ a Lavatory - $3.00 _ O c<<Y C=Phone Shower - $3.00 ' Ki?chen Sink - $3.00 FEES Urinal/Bidet - 53.00 COMM/IND FEE - 1% OF CONTRACT FEE Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES ,.r ~Floor Drains -$1.50 TOWNHOUSE 8 CONDO - RES. RATE APPLIES /-Water Heater - Si SO MINIMUM - fiESIDENTIAL FEE - $12.00 Whiripool - $3.00 MINIMUM - COMM/IND FEE -$20.00 3_Gas Piping Outlets -$1.50 STATE SURCHAfiGE PER PERMIT - .50 (MINIMUM - 1 PER PERMIT) (ADD $.50 S/C IF PERMIT PRICE GOES Softener -$5.00 BEYOND $1,000.00) Well - $10.00 Private Disp. - S10.00 ~ ( ~ TRough Openings - $1.50 SI NATUR OF PERMITI~E FEE: STATE S/C: - FOR: CITY OF EAGAN GRAND TOTAL: ~~.~t '/!"'!~!?..*-.w . • s-.~s_ .t.y • . _ . n• • .x . . . ~ . PERMIT # '~r MECHANICAL PERMIT RECEIPT # 1r CITY OF EAGAN f 3830 PILOT KNOB RBAD, EAGAN, MN 55122 OATE; CONTRACT PRICE: PHONE: 454-8100 For Office Use Only: Site Address f-Tf BLDG. TYPE WORK DESCRIPTION Lot_ Block ~ Sec%Sub Res. New ) Name ' Mult ~ Add-on 1i Address `f W ,r., Comm. Repair c City Z!2:&t, Phone Other , FEES ~ Name RES. HVAC 0-100 M 67U -$24.00 c Address ADDITIONAL 50 M BTU - 6.00 p City Phone ~ - (RES. HVAC INCWDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMiT) - 1.50 EA. TYPE OF WORK COMM/IND FEE - 196 OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES Boiler M BTU TOWNHOUSE 8 CONDOS - RES. RATE APPIIES MINIMUM RESIDENTIAL FEE - ALL ADp-ON 8 Urrit Heater M 8TU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PEfiMIT - .50 Vant CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Oudets # BEYOND $1,000) Other FEE: - r" S/C: SIGN TU OF'PERIy}HTTE , ~ ~ J ri i . ~-~~C•---~._ TOTAL FOR: CITY OF EAGAN > T . . r ~~r#if ir~tp uf (~rr~t~~nr~ Citp of eagan arpttrtntrni of luilmng jwprtimc This Cerrefrcate issued pursuanl to the requiremenu of Section 306 of the Urriform Bailding Code certifying lhat at the time of issuance thrs structure was in compliance with ihe various ordinances of the City regulalfng building construction or use. For the fo!lowing: [lx C~essifintion 'r •.~.T~, - .x ' r glds. Rrtnit No. - ooumoh' Tya z"un pav;n -ry~ CMA VTy ownuoteuadicsi'.l[lA tiUT, ..r.. Addmss 9111 E. LLICd~L`.- . ';~I1ff`'~t1, KS B„~ naa~i?•i~ Lopu I, ~1, IdWd r`..E'Iv~Rr: 7r+~q•r;: ~ ry D.a: ;17W=29. 1988 ew,a~a offiw? - POST IN A CONSPICUOUS PUCE I PIZZA JtiT (SIGNED FOR PERMIT) CITY OF EAGAN ti~ 1 5 3 9 4 3830 Pllot Knob Road, P.O. Box 21-199, Eagan, MN 55127 BULLLDING PERMIT PHONE: 454•8100 ReceiPt # <9 (40 0 tp To be~ .or COMMERCIAL Est. Value $200,000 Date JliLY 28 ,lg 88 Site Address 1325 TOWN CENTRE DR OFFICE USE ONLY lot 1 Block1_Sec/SubSOWN CFNTRF 70 9TH OnSReSewage _ Occupency A-3 MWCC System _X- Zoning CSC Paroel No. On Site well _ (Actuap Const V-N a Name PIZZA HUT. INC Ciry Water _]L (Ailowable) V-N w Address 9111 E DOUGLAS PRV Required # of Stories 1 ; Booster Pump Length 50' ~ City WICHITA Phone_(913) 541-8888 oePtn 78' .0 Name_TECH BUIL?ERS, INC S.F.TOtal 3242 ~Q Address p 0 BOX 317 FootprintS.F. 3242 ~ City FAIRMONT Phone (507) 235-5561 qpppOVALS FEES Engr./ASSess. Permit 900.00 ow W W Name ~i Planner Surcharge 100.00 i~ Address a w City Phone Council Plan Review ~+50.00 Bldg. Off. SAQ City i2Q0_- Q_o I hereby acknowledg th t I have rea t is applicatio antl state that ihe Variance SAC. MWCC ~DO. 00 inbrmation is e to mply wi h all lica6le State of Water Conn. M i nnesota Statu d i dinan s. Water Meter Signature of Permittee Road Unit _793_,.QQ A Building Permit is issued to: PIZ N Treatment P1 2448.0 0 ontheexpressconditionthatallworkshallbedoneina ithall parks 1629.00 applicable State ol (M~innesota Stalutes antl City ol Eagan Ordinances. BuildingOf(icial-l.MA11 1_~}~ TOTAL 14120.Q0 '-1 ~ ~ HOU/~ E HE TING TEST RECORD ~~e~ ADDRESS / / ~ ~ APT. _FLOOR CITY SUBURB OCCUPANT OWNER HEAT LOSS DAT T INS : ~ SOLD BY ..rSG _ INSTALLEO er ?73Sd C~/~ + Elachical Work By ' ~ Gas Lin~ By ~ TYPE OF HEAT GA_FA- W-STEAM-SPACE HTR. -UN~T HTR. -OTHER V ~yf~-,-- G(~S DE IGN CONVERSION MAKEJ' ~'~~~~5 /LI'~ /.~fLlS~1MpKE 0F BURNER Modsl Modsl Saial ~ / ~ -~L~~~ ' ~1~ Max. BTU RaNnp , INPUT ~ Q~ MAKE OF FURNACE Modsl ~CON OLS THERMOS f~~" ~ sot Plup ~ Vent Si:e ~ Valrs KiND OF LINER ~ SIZE ~~ON~ LimiT ~ ~ Drah Mood Reyulawr Limit S~ttiny Filbrs $iz~a"~~36~ ~ MumMr Fon Settiny~ U Q~fmn~y Location Insid~ Outaid~ Pilof Typs Chimney Cona}ruction ~ PilotMake ~ ~G'~ I' Pilot Modsl ~ Smoke Bom6 - Wlring Pilot Timing ~raff J Teat Top L.W. Cuf Off Dow Pro:suro Lightinp Insi. v L a ~ Prossure 7 P~rcsnt C0~ DaM Tsstad r Inpuf CFH Parc~nr OZ ~ Company T~atin ' S L-/ ~L: . Stock Tsm G~ Paresn~t -0 me of Tast~r ~ Fwm 735 v ~ %~Cl'~ ~'//IG ~ l/~~ . r M I N N E S 0 T A / DEPA&iMENTOrHEALTH Protecting. »aaintaining and improving the health afallMinnesotans December 15, 2008 Mr. Lee Engler Border Foods Company 965 Decatur Avenue North Golden Valley, Minnesota 55427 Gentlemen/Ladies: Subject: Food and Beverage Equipment at Pizza Hut/Wingstreet, Eagan, Dakota County, Minnesota, Plan No. 090539 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated proj ect. The plans and specifications appear to be in general compliance with the standazds of this department. Please see the enclosed report for additional changes and/or comments. It is the project owner's responsibility to retain the plans at the project location. This review does not pertain to the Engineering design (i.e., plumbing, swimming pools, service connections, sewage systems). A separate report regarding the Engineering Review will be sent. Ten working days prior to completion of the project, please contact Ms. Patnela Steinbach with our Metro district office at 651/632-5147 in order to arrange for a final on-site inspecUon. If you have any questions in regard to the information contained in this report, please contact me at 651/201-4512. Sincerely, Laur eby, REHS, Plan Rev Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 laura.husebvgstate.mn.us LMH:jlr Enclosure cc: Mr. Brian Davies Mr. Dale Schoeppner, Building Official Mr. Ronald Gnotke, Electrical Inspector ~ Mr. Marty Kumm, Electrical Inspector DEC 1 3 2003 Ms. Pamela Steinbach, Minnesota Department of Health BY General Informacion: 651-201-5000 • Toll-free: 888-345-0823 • TTY 651-201-5797 • ~.health.scate.mn.us An equal opportuniry emplayer MINNESOTA DEPARTMENT OF HEALTH , Division of Environmental Health REPORT ON PLANS Plans and specifications on food and beverage equipment: Pizza Hut/Wingstreet, Plan No. 090539 Locarion: 1325 Town Centre Drive, Eagan, Dakota County, Minnesota Date Examined: December 15, 2008 Date Received: November 24, 2008 Plan revision dated: undated,scaled drawings provided Date of plumbing submittaUapproval: City of Eagan to review any plumbing Date of building permit andlor zoning approval: No information received. Submitted by: Mr. Brian Davies, Border Foods Company, 965 Decatur Avenue North, Golden Valley, Minnesota 55427, Phone 763/458-9161 Ownership: Mr. Lee Engler, Border Foods Company, 965 Decatur Avenue North, Golden Valley, Minnesota 55427, Phone 763/458-7161 The following aze corrections or requests for additional information necessary before construction of your proj ect: Scope of Project: Remodel of existing food service facility for addirion of `Wing StreeY concept. Plans indicate a ventless eshaust hood with electric fryer to be installed with under-counter, single door freezer space and a free-standing prep storage rack. An evaluation by VIN licensed mechanical engineer indicates that no addifional cooling is required for the space, prior to operation, to mitigate the additional heat load of the ventless hood Review and approval by the local building official is required priar to installaHon. A new hands-free hand sink is proposed in the preparation area of the `Wing Street' 1. Equipment Standards - General Requirements: Food and beverage equipment shall meet the applicable standards of National Sanitation Foundation (NSF), Edison Testing Laboratories (ETL) to NSF Standazds, Underwriters Laboratory (UL) to NSF standards or Canadian Standards Association (CSA) to NSF Standazds. The proper sticker, manufacturer information and embossment identification shall be displayed on the equipment. (Minnesota Rule, part 4626.0505) All floor mounfed food preparation equipment shall be on six (6) inch NSF legs, casters or raised four (4) inch masonry hase with appropriate base cove. (Minnesota Rule, part 4626.0725 and 4626.0730) ManuFacturers' specifications on hood indicate the fryer should be restrained so as no movement of the fryer unit may occur. A full set of approved plans and a copy of the plan letter will be available at all times during consh-uction. (Minnesota Rule, part 4626.1720 and 4626.1725) All pipe chases that pass through walls shall he tightly sealed and covered. (Minnesota Rule, part 4626.1340) All utility pipes shall be enclosed in walls or ceiling. (Minnesota Rule, part 4626.1340) • Pizza HuUWingsneet Food and Beverage Equipment Plan No. 090539 Page 2 December 15, 2008 2. Used Food Service Equipment: No used food service equipment was proposed for this project. 3. Food contact surfaces - General Requirements: Primary food contact surfaces (tables and counters) shall be of stainless steel construcUon in compliance with NSF Standard IQo. 2 or equivalent. (Minnesota Rule, part 4626.0505) As indicated in plans 4. Cabinetry within the food service area: (inclading salad bar and buffet tables): No cabinehy was submitted, none was reviewed. 5. Refrigeration/Freezer - General Requirements: Single, under-counter freezer unit to be added. 6. Storage Areas; Adequate storage for the addifional menu items appears compliant with standards. 7. Ventilation System: A single re-circu?ating hood system is proposed for installation in food service facility with no addirional cooling added to the food preparation space. Conditions for installation as follows: a. This 6ood to be operated with the electric fryer indicated in the plans only. Identificarion of all equipment must be visible and remain on the units. Any modi5carions of the equipment located under this hood, including replacement, requires approval of the authority having jurisdicrion (local huilding official, MDH or local healfh inspecYions). b. Atl manufacturer's requirements must be adhered to in the operation, servicing and maintenance of the equipment A log documenring maintenance and service is strongly recommended. c. There shall be no more than one unit per facility unless approved, in advance, by the authority having jurisdiction. d. NIDH approval of these units does not sunersede any requirements by the local buffding, mechanical or fire code/authority. e. In the future, if this facility shows signs of accumulating grease and condensate on the walls and ceiling of the facility, the ventilation shall be re-evaluated by the code authorities for addirional adjustments. Provide an NSF approved ventilation hood over cooking equipment which wi11 capture and eliminate moisture, vapors, smoke, fumes, odors, heat and grease laden vapors. (Minnesota Rule, part 4626.0505 and 4626.1475) A recirculating hood system is proposed for installation, Giles Enterprises, model FSH-2-PH. Type I hood required: Pitco electric fryer, model PH-SEF184. (Minnesota Building Code Chapter 1346.0507) Comment: Pitco Fryer, model PH-SEF184 could not be located on the Pitco website. No installation manual available or operations manual available for download. Pizza Hut/Wingstreet , Food and Beverage Equipment Plan No. 090539 Page 3 December 15, 2008 Verify the Re-circulation Hood gease eactraction system on the premises complies with the UL 710B listing, NFPA 96-98 (Chapter 13-Recirculating Systems). (Minnesota Rule, part 4626.1475) Verify filters, baffle and charcoal filters, complying with ITL Standazd 1046 and electrostatic precipitators complying with UL Standard 867 are hsed in the hoods (Manufacturer's Specifications). Sufficient tempered make-up air (at least 55° F) shall be provided and interlocked with ventilation equipment. (Minnesota Building Code 1346.0508, Minnesota Rule, part 4626.1475) Indicate how compliance with this requirement will be met. 8. Three-Compartment Sink: No 3-compartment sink is indicated in the p?ans. 9. Dish Machines: Eco-lab above-counter dish machine without ventilation. 10. Food Preparation Sink: No food preparation sink is indicated in the plans. 11. Hand sinks: Hand sink may be located to be visible for both preparation areas or an additional hand sink shall be installed in the Wing 5treet preparation area. Provide an approved hand sink in fhe following areas: Wing Street prepararion area. (Minnesota Rule, part 4626.1095) Provide a sepazate hand washing sink for each food seroice, food prepazation, utensil washing azeas and toilet rooms. (Minnesota Rule, part 4626.1095) All hand sinks shall be provided with hand cleanser, single-service toweling and nail brush. (Minnesota Rule, part 4626.1440 and 4626.1445) Each hand washing sink shall provide water at a temperature of at least 110° F through a mixing valve or a combination valve. (Minnesota Rule, part 4626.1050) 12. Grease Interceptor Installations: the local authority having jurisdiction should be contacted regarding the requirement for a grease interceptor, coutact City of Eagan for requirements. If required, NIDH specifies information below: Ensure grease trap/grease interceptors are sufficiently sized. (Minnesota Rule, part 4626.1185) Each interceptor and sepazator shall be so installed that it is readily accessible for removal of cover, servicing and maintenance. (Minnesota Rule, part 46261195) Interceptors and separators shall be maintained in efficient operating condition by periodic removal of accumulated gease, scum, oil, or other floating substances, and solids, deposited in the interceptor or sepazator. (Minnesota Rule, part 4626.1280) 13. Lighting - General 12equirements: . Pizza Hut/Wingstreet Food and Beverage Equipment Plan No. 090539 Page 4 December 15,2008 Provide effective shielding, such as plastic shields, plastic sleeves with end caps, shatterproof bulbs and other approved devices for all lighting fixtures in area of exposed food, clean equipment, utensils, and linens, or unwrapped single service and single use articles. (Minnesofa Rule, part 4626.1375) Food preparation azeas in which food or beverages aze prepazed, utensils are washed shall provide a minimum of 50 foot-candles of light measured 30 inches above the floor. (Minnesota Rule, part 4626.1470) Ventilarion hoods and other azeas where safety is of concern shall provide at 50 foot-candles of light at the working surfaces. (Minnesota Rule, part 4626.1470) 14. Other Code Requirements: All other approvals from local units of government shall be obtained prior to construction 6eginning. This includes building construction inspections, zoning approvals or other regulatory approvals. (Minnesota Rule Chapter 1302, Construction Approvals) Contact Eagan Building Official, Dale Schoeppner at 651-675-5675 or Scott Peterson, Mechanical Inspections at 651- 675-5677 for plan review, permits and inspections. Obtain an electrical inspection from the Minnesota Electrical Licensing and Inspection. All electrical systems must comply with fhe currently adopted edition of National Electrical Code. (Minnesota Statute, part 326244) Contact Mark Anderson at 952-445-2840 for inspections. Sincerely Laura seby, REHS, Plan Review Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 laura.huseb ya state.mn.us j For Office Use I 401 City of EaiaIl ' P~,"~: ~ I Pertni[ Fee: I 3830 Pilot Knob Road i ~ Eegan MN 55122 ~ Date Received: c:2I0 ~ j Phone: (651) 6755675 i I Fex: (651) 675-5694 ~ Staff: I 2 09 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* oate: o? 6 a ress: lW Tof,-J,il Cc,uj ie€ t(L. Tenant: Suiteri: PROPERTYOWNER Name: ~Z.-2 A- Itc, T Pnone: Address / City/ Zip: 4AC"°t., s (23 Applicant is: _ Owner Contractor TYPE OF WORK Description of work: ILI ~ e 6)Y f~N,$u ~ S Srf~''~ INvG D ConsVUCtion Cost: 6~ Estimated Completion Date: CONTRACTOR Name: ~.f~QTHLf~NA Fg-` License na~ress:.~51V-s(1 77 t`` stt. city: tA-k,,v,vERPot;..c state: ziP: s~`Y3,ir Phone: isZ~B/r0 9oS ConTactPerson: 00 N6f FIRE PERMIT TYPE WORK TYPE _ Sprinkler System of heads ew Fre Pump _ Addition - Alterations Standpipe^ Remodel er: l~N S u L Other: DESCRIPTION OF WORK: =Or-mmercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $So S-b x 1% - $ Pertnit Fee - IF PermR Fge is less than 57.000, surcharge is $.50. - If Pe iEet is >;1,000, suroharge increases by $-50 for each State SufCherge $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). 50 '6,0 TOTAL FEE $ 3/4" Displacement Fre Meter -$183.00 $ Fire Meter , . $ . . . TOTAL FEE 'RequiremeMS: 2 complete sets ot drawings and specBications, cut sheets on materials and componeMS to be used I hereby apply tor a Fire Suppressbn System permit and acknowledge that the infwmabon is complete aW accurate; that the vrork will be in rqnformance with the ordinances and codes of the Ciry of Eagan and with the Minnesoh BuildinglFre Codes; that I und M this is not a permit, but only en application for a permit, ard woNc is rwt to star[ wiMOUt a permit; that the work will ba in nce with the Wan in the case Mwurk which~equi review approwai aF plans. r~ r x Du•v 6S z APPlicant's Printell Name AP nYs Signatu ~ 1988 HUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS ' ~ • INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVE)[, 1 SET OF ENERGY CALCULATIONS NOTE: AI3DRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICA ADDRESS IS DESIRED. NO CHANGES WZLL BE ALLOWED ONCE HUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL IINITS FOR SALE UNITS # OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECR WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COhMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 7 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS 1~(~,D MAy 6 le CoMmGvuw To Be Used For:z'.~~"--l Valuation: 2pt7,pCXz~ Date: at Site Address I-t1~,~ CCIWL QA;,& , OFFICE USE ONLY Tewaq cFN7R6 70 iot ~ Block!_RTHA t> 1) ITt+a?J On site sewage_ Occupancy A-3 MWCC system ~ Zoning C SC c/Sub On site well Actual Const V-NI p j2&U*tA City water ? Allowable wner ZA&L PRV required # of stories Booster Pump _ Length Address QVtt Depth S.F. Total .32442 City/Zip Code Footpri.nt S.F. 3'L y2 Phone Qk3 - $l~,\'~~$ 9PPHOVALS FEES Contractor f*jow,. Engr/Assess Permit 700.00 ~~Planner Surcharge OlO Address Council ~.~1 Plan Review SO,vv Bldg. Off. 7bD SAC, City O.OD City/Zip Code Variance SAC, MWCC DD.LYJ Water Conn Phone Water Meter Road Unit 9 .OD Arch./Engr. Treatment Pl 2L148. 00 Parks f G24, 00 Address Vzptqz~! $4lir, Z71C#(_ Copies TOTAL City/Zip Code~ki rpfeZ,~t Phone li 1%1" r - PARKFE~ 35411 SF x,oy~ /s,~ = i~29 • , ~ . ;::s • ~oA~ l~?~~r , ~r292 A~.ALE uwas ~ r -,,~j Gi T f'B I Towrv CENTQE 70 9~A'DUN, t~ cc u PA)V C,y - A:3 ~u1~T~1nJ6 SI~E - - - _ _ `l_5 k 39 = ~q.Z5 _ ~'/z X ?3'/ ~ _ 58 X Aq2I3- 19y- _ _ Z A K 26 = bS 3zy2 _ G,oT Al's~~1 35 HI 1 - - l/~~•ll~A`(~l?f`?~,_ _ o~-G C7 ODl? ~2Y 2= '~~o2~.SF, l F i2eD S+4rJ MA-'T10r~ TAIe. l L t-'! d~ - 7 A Tt t4F ~ 32y2 3~ UG4. /SF - IDS ~ LA VS I ~ T'LAN 'iZe'v)ew ? ~ I - Noc.ti2 jTx7-95¢jo)2 c.~OA-c.L. AT.)7.a-e.Ew7' To Squr,y ~ se-pt'&arS - s t c-v PaeM rT PEzpae/ReD ~ U7 ~ar+~s~ 7~~~ij~~s -wa-~~ e~.o~€t- ex~rn~aa~~c~ns T-- usc S~a(6) ~I~A.B ~''~R 5$ L !~I p. O Soa J.l~ yaa~."f ~ Ad;a;~-' ODl_2l t5- pt"YZ NG 573L 11440, 0600 '~D/ mo~,~ yqu~c,~p ~~4lZIC1NG cLdSt~ ~ A1A/~! ~Ill4MG~ RV-ei P7 ~~f~wrMLr -EZoRDe'4 p/NAL .p6•Er G ±41,c.a,~- A!@1.Y1 nc.aN 4r&rue-4 3y Rr-s4Aaae7> EU7-TX/c-#L ~)ACS74, m~ 4a&~TVico.a-N C~ SAe u"rr ~TrQ2racr~v.a~r,cx~ G..EIEt~C P~h2"M Mwc" ~ C.e77VX " ojr .4PPAmuA-~ r-IeJX,I M ,iuicr.E,Y-vT.a /-/tw.-L'r'h De-CT' . Pizza Hut of America, Inc.110901 W. 841h TerracelSuite 2001Lenexa, Kansas 66275/Phone: (913) 541-8888lTelez: (913) 541-1083 June 2, 1988 Mr. Joe Merchak City of Eagan, Building Dept. 3830 Tilot Knob Rd. Eagan, Minnesota 55121 Re: Pizza Hut Restaurant Eagan, MN PEC File No. 40-87182-078 Dear Joe: Attached you will find plans addressing your plan review comments. If after you review these you have further questions or comments, please contact me and I will resolve any issues as soon as possible. Si rely, :LL- Cly e i e, r. Construction Engineer CW/lm attachments Company FetJe-ral W d 4ankee Square OFfice II • 3470 UJashington Drive • Suite 104 • Eagon, Minnesota 55142 • Tel. 614-452-3303 June 29, 1988 Mr. Joe Mercheck Building Inspection Dept. City of Eagan 3830 Pilot Knob Road Eagan, Mn. 55121 RE: Building Permit Application for Pizza Hut of America, Inc. 1325 Town Centre Dzive Dear Joe, Enclosed find receipt for recording Plat of Town Centre 70 Ninth Addition for the Pizza Hut Site. Please call to advise me when the building permit for Pizza Hut will be zeady. Thank you. Sincerely yours, &Woerw R. avdhwuj Charles R. Bartholdi Legal Department, Attorney CRB/ap Encl: 1 y . MEMO T0: JAY HERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOA OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMZNISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUZLDING OFFICIAL DATE: M ,q~ 6/ IC~B~ Rhe preliminary construction ` plans for ~ )-?_-a/-1 H L{T are in our plan review section for your review and comments. Please return this form to Joe Merehak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any objeetions to approval oP these plans, it is your responaibility to notlfy this department and resolve any problems. Thank-you. s- 3r- gs N.e .C~ Y~tL'; s<d v~-~ l,' fY Pta., /JS ror 5 4.,' }~.y S•t w 1 72 4. d v12'L'o wAy opE ltlti 6. L..; d1-4 ~ ~ t ~ MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOA OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR :JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: MA\1 1 1he preliminary construetion x_ plans for N UT are in our plan review seetion for your review and comments. Please return this form to Joe Merchak with your initialed eomments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any ob3ections to approval oP these plsns, it ia your responsibility to notiPy this department and resolve any problems. 1liank-you. rn~j i.~ / ( /JS MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECA. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. ,JON AOHENSTEIN, ADMINISTRATIDN BILL AKINS, ELECTRICAL INSPECTOR d0E CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: MAy 6 / /~B& 'Ihe preliminary construction plans for H uT are in our plan review section for your review and comments. Please return this form to 3oe Merchaic with your initialed eomments and the - date oF review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any objeetions to approval of these plans, ix is your responsibility to notify this department and resolve any problems. Thank-you. /JS MEMO TD: JAY BERTAE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECA. TOM COLBERT,.DIRECTOR OF PUBL WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINZSTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF HUILDING OFFICIAL DATE; M,qV Gr ~C18~ The preliminary construction x plans for ~ ~ ~ -aA HUT are in our plan review section for your review and comments. Please return this form to Joe Merehak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. IF you have any objeetions to approval of these plans, ib is your responsibility to notify this department and resolve any problems. Thank-you. /JS ~ ' DIREGiTORS' ! C. U. KNOP. P.E. R. B. PEUGH. P.E. G.I. FREUNO. P.E W. H. KELTNER. P.E. R.D.PLETCHER.RE. F O. MIDDLETON. JR.. P.E O. E. MALTBIE. P.c. 7~ ~y M. D. SCHOMAKER. v.E. G. O. SCHOCK. P.E. Q J. H. BAILEY. P.E.. ar+.o. r~ . P ROFESSIONAL February 12, 1988 ENGIHEERIN6 CONSULTANTS PROff5510NP1 4550CIA110N - Mr. Ken Heidebrecht A & E Oepartment Pizza Hut, Inc. 9111 East Douglas Wichita, KS 67207 Re: Pizza Hut Restaurant - Eagan, MN PEC File No. 40-87182-078 Dear Ken: Enclosed are the Standard 90-75 calculations requested showing compliance with the ASHRAE standards. The calculations were calculated with the APEC Standard 90 Program. The Lighting Budget calculations were provided on the standard hand forms. These calculations are based on your 39E store plans and the following data: 1. Frame Construction 2. Wall Insulation: R= 19 3. Roof Insulation: R= 30 4. Siab Insulation: 1 1/2" at R= 7.5 5. Single glazing at doors, double glazing at windows Based on the above data, this building will meet ASHRpE standards. Uery truly yours, PROFESSIONAL ENGEERINSULTANTS, P.A. Br R. Wa d, . vat encl. 1640 EAST ENGLISH WICMITA.KANSAS 6]211 - (916) 282-2691 r t 12-11-1988 PAGE 1 AUTOMATED PROCEDURES FOR ENGINEERING CONSULTANTS, INC. BUZLDING EXTERIOR ENVELOPE EVALUATION PER ASFIRAE STANDARD 90-75, SECTION 4 APEC BETA PROGRAM 'SRD90', V6RSION 1, LEVEL 0 P22ZA Hf1T RESTAURANT 39E FRAME BUILDING EAGAN, MINNESOTA PROJECT NDh1BER 87282 PROJECT NAME 39E EAGRN, MN DESIGNER BRYAN R. WARD DATE 2/11/88 P.E.C. I . 12-11-1988 PAGE 2 AUTOMATED PROCEDURES FOR ENGINEERZNG CONSULTANTS, INC. EXT.ENVELOPE EVAL.,SRD90(02) PROFESSIDNAL ENGINEERING CONSULTANTS, P.A. ~~x**,~~,rx***~t**,r*,r**,r~***r~r*~xrx~**x*:~~*t~*~a~xr~:*t*a~*~*xx*xe*,r*r,rr~x~x,r*x~,~~ PROJECT - 87182 39E EA6AN, MN 2111188 PAGE 1 GENERAL BDILDING DATA LOCATION MINNEAPOLIS/ST PAUL LATITUDE 49. DEGREES N. HEATING DEGREE DAYS 8382. (65 F BASE) BLDG.TO BE FIEATED YES BLDG.TO BE COOLED YES 2.5 PCT.DESIGN DB 89. F ND. OF STORIES 1. BUILDING TYPE NON RESIDENTIAL, 3 STORIES OR LESS (TYPE B1) P.E.C. , 12-11-1988 PAGE 3 , AUTOMATED PROCEDURES FOR ENGINEERING CONSULTANTS, INC. EXT.ENVELOP& EVAL.,STD90(01) PROFESSIONAL ENGINEERING CONSULTANTS, P.A. ?~rr~~~rr*,rr**r*x***»r*~*~r****~x,rr*~~****~sr,r***~*,r*~*~*~~**,rx~~x~»r**x***,r*ezr PROJECT - 87182 39E EAGAN, MN 2111188 PAGE 2 WALLS WL WALL WALL WEIGIfT OVERALL DZMENSIONS-------- U WINDOWS IN NO FACE DESCRIPTION LB/SF LENGTS AEIGHT GROSS AREA VAL. WALL, PCT. 1 FRAME 7.97 192.00 8.00 1136.00 .05 YES 0. 2 FRAME W/ BRICK 46.67 110.00 8.00 880.00 .05 NO 0. 2016 00 ROOFS RF ROOF OVERALL DIh1ENS;ONS-------- U DECIC/CZG SKYLIGATS IN NO DESCRIPTION LENGTS WIDTFI GROSS AREA VAL. OR PLNM. ROOF, PCT. 1 GYP W/R-30 INSUL .00 ' .00 3200.00 .03 NO NO 0. 3200 00 FLOORS - FLOORS ABOVE UNI4EATED SPACES---- CONCRETE FLOOR FL FLOOR OVERALL DIMENSIONS-------- A SLABS ON GRADE-- NO DESCRIPTION LENGTH WIDTH GROSS AREA VAL. FIEATED UNAEATED 1 SLAB ON GRADE .00 .00 3200.00 .00 NO YES 3200 00 WINDOWS WN WINDOW OVERALL DIMENSIONS-------- -PANES,U VAL, DESSRED QURNTITY NO DESCRZPTION LENGTH HEIGAT TOTAL AREA SHADE COEFF. NO.,PCT.,IN WALL - 1 DINING AREA 5.50 3.00 165.00 2.56 .55 10. 15. 1 2 CARRYOUT 5.00 6.50 65.00 2.56 .55 2. 6. 1 3 CARRYOUT SIDE 2.00 6.50 13.00 2.56 .55 1. 1. 2 9 ENTRY SIDELIGST 1.50 6.50 19.50 1 1.10 .55 2. 2. 1 5 DOOR GLASS 2.50 6.00 45.00 1 1.10 .55 3. 9. 1 307.50, OR 15.26 PERCENT GLASS P.E.C. 12-11-1988 PAGE 4 AUTOMATED PROCEDURES FOR ENGINEERING CONSULTANTS, INC. EXT.ENVELOPE EVAL.,STD90(01) PROFESSZONAL ENGINEERING CONSULSANTS, P.A. ?*r*~*,r~*****~*xx,rt~**xx**x~xr*x**xxr~x~*,rr,r*x~*******~r*~**~*?*~~*xx~~x*****~r* PROJECT - 87182 39E EAGAN, MN 2111188 PAGE 3 DOORS DR DOOR OVERALL DIMENSIONS------- U DESIRED QUANTZTY, NO DESCRIPTION WIDTH AEIGHT TOTAL AREA VAL. ND.DOORS, IN WALL 1 BOLLOW METAL 3.00 7.00 126.00 .13 6. 1 I26.00, OR 6.26 PERCENR' DOOR SI{YLSGHTS SK SKYL76FIT OVERALL DSMENSIONS-------- NO.OF U DESIRED QUANTITY NO DESCRIPTIDN LENGTS WIDTH TOTAL AREA PANES PAL. NO.,PCT.,IN ROOF P.E.C. , - + 12-11-1988 PAGE 5 AUTOMATED PROCEDURES FOR ENGINEERING CONSULTANTS, INC. EXT.ENVELOPE EVAL.,STD90(01) PROFESSIONAL ENGINEERSNG CONSULTANTS, P.A. **,t***~*xer~e**xxr,r~*~~~***x~*~**tr~~*t~t~*,r*x*xr*rx*,r»r~*~~****~xr*r*r~?*~*r,r*~ PROJECT - 87182 39E EAGAN, MN 2111188 PAGE 4 LIMISSNG CRITERIA FOR TSIS PROJECT, AS ESTAHLZSAED BY ASHRAE STD. 90-75 OVERALL GROSS WALL TRANSMITTANCE FACTOR (UOW), BTU/HR SF F--------------- .23 OVERALL GROSS ROOF TRANSMITTANCE FACTOR (UOR), BTU/HR SF F--------------- .06 OVERALL GROSS FLR. TRANSMITTANCE FACTOR (UOF), BTU/HR SF F--------------- .00 REQUIRED R VALUE OF SLAB INSULATIDN, UNf1EATED SLAB ON GRADE 6.42 MAXIMUM GROSS WALL COOLING THERMAL TRANSMISSZON RATE, BTU/FII2 SF 34.63 MAX. COh1POSITE REAT LOSS FACTOR, GROSS WL,RF,FLR.AREAS,HTU/HR F-- 655.68 P.E.C. ~ + ' 12-11-1988 PAGE 6 AUTOMTED PROCEDURES FOR ENGINEERZNG CONSULTANTS, INC. EXT.ENVELOPE EVAL.,SRD90(01) PROFESSIONAL ENGINEERING CONSULTANTS, P.A. re**,r***,r*r*:?~e~*x*****~~,t~**~*~r*r~***,r*~*~~*~x,r~x*x**xxx*~*,r~*~*~,r*x*****~~*~ PROJECT - 87182 39E EAGAN, MN 2111188 PAGE 5 COMPOSITE FACTORS FOR THIS PROJECT AS DESIRED TO BE CONSTRUCTED OVERA.LL GROSS WALL TRANSMITTANCE FACTOR (UOW), BTU/IR SF F--------------- .15 OVERAZIL GROSS ROOF TRANSMITTANCE FACTOR (UOR), BTU/HR SF F--------------- .03 OVERALL GROSS FLR. TRANSMITTANCE FACTOR (UDF), BTU/HR SF E--------------- .00 MAX. COMPOSITE HEAT LOSS FACTOR, GROSS WL,RF,FLR.AREAS,BTU/HR F 398.40 Mt1X. 3L FACTOR SMALLER THAN ALLOWABLE, DESSRED BLDG. WORKS FINE ON AEATING WITH TOTAL BUILDZNG AREA OF 3200.00 SF UNIT HEAT LOSS FACTOR IS .125 BTU/HR SF F P.E.C. 12-11-1988 PAGE 7 AUTOMATED PROCEDURES FOR ENGINEERING CONSULTANTS, INC. EXT.ENVELOPE EVAL.,STD90(01) PROFESSIONAL ENGINEERING CONSULTANTS, P.A. ~r***xx*x****~~x~~~~k*~*x,r~t~~t*x~*r,rrx*~*~~r*rx~******~:rx*~*x******~**,r~r~rx,rxk PROJECT - 87182 39E EAGAN, MN 2111188 PAGE 6 AEAT GAZN CFIECK OF DESZRED WAI.L/GLASS COhffiZNATION EQUATION 3 SUB-ELEMENTS ELEMENT WALL/DOOR FACTORS FENESTRATION FACTORS (SF = 131.50) NUMBER TD(EQ) UWxAWxTD AF*SF*SC UF*AF*DT (DT = 11.00) 1 49. 1545.50 11933.63 1016.40 2 30. 1320.00 4701.13 400.40 3 44. 720.72 990.23 80.08 9 1410.39 235.95 5 3259.63 594.50 TOTALS 3586.22 22239.94 2277.33, OR 28103.49 ALL TOLD OVERALL TFIERMAL TRANSFER VALUE = 28103.99 TOTAL OF SITB-ELEMENTS DIVIDED BY 2016.00 GROSS WALL SF OR 13.94 BTU/HR SF MAX.TH.TRANS.VALiTE SMALLER TI111N ALLOWABLE, DESZRED BLDG. WORKS FINE ON COOLING END OF BUII.DING ENVELOPE ANALYSZS P.E.C. 12-11-1988 PAGE 8 AUTOMATED PROCEDURES FOR ENGSNEERING CONSULTANTS, ZNC. EXT.ENVELOPE EVAL „ STD90(01) PROFESSZONA.L ENGINEERING CONSULTANTS, P.A. *~~**~~***e**r,r,r~*~~r,r*~*~~,r~~*~**x*e**~**~**x*,r*~,rx,rr**r*~*,rr*rr~:~xex**,r~~*~x• PROJECT - 87182 39E EAGAN, RV 2111188 PAGE 7 5UbMRY OF ENVELOPE PERFORMANCE BUDGET VALCIES, FOR USE ZN A'STANDARD DESIGN' BUILDING, IF SECTION 10. EN6RGY ANALYSIS IS TO BE UTILIEED NET AREA, 'U' lIEATING COOLING------------------------------- SURFACE TOTAL SF VALUE U* A DT U* A* DT SF SC A x SF * SC WALLS * 1723.30 .04 68.93 23. 2585.44 GLASS 292.70 1.13 330.75 11. 3638.23 131. 1.00 38489.69 2200F 3200.00 .04 128.00 SKYLIGFIT .00 .00 .00 5223.67 38489.69 FLR (El,'P) 3200.00 .04 128.00 FI,R.AREA 3200.00 TOTAL COOLZNG FACTOR 43713.36 - DZVIDED BY GROSS WALL SF 2016.00 HEAT LOSS FACTOR 655.68 GIVES RESULTANT OTTV OF 21.68 LIMITING VALUES 655.68 34.63 * 75.0 LBS/SF SINGLE PANE ' NOTE- TAE 'STANDARD DESIGN' BUII.DING MUST HAVE THE SAME SAAPE, OVERALL DIMENSIONS, FLOOR AREA, AND ORIENTATION AS TSE PROPOSED BUILDING, BUT WITFIIN TAESE LIMITS THE ABOVE 'CONFORMING' COMPONENTS MAY BE ARRANGED ZN ANY WAY DESZRED TO ESTAHLZSH THE BASIS FOR COMPARZSON OF ENVELOPE TSERM.z1L PERFORMANCE. END OF 'STANDARD DESIGN' SUMMIIRY P.E.C. t , R-VALUE DETERMINATION WITH FRAMING WALLS 2X6 FRAMING AT 16" O.C. WITH R•19 FIBERGLASS BA1T INSULATION -13.6% FRAMING 2X6 FRAMING R - 6.88 WT - 14.7 LBS./SQ.FT. 5-1/2" FIBERGLASS INSULATION R -19 WT - 0.75 LBSJSQ.FT. AVERAGE R = 0.136 (6.88) + 0.864 (19) =17.35 AVERAGE WEIGHT = 0.136 (14.7) + 0.864 (0.75) = 2.65 LBSJSQ.FT. CEILING 2X6 TRUSS MEMBERS AT 2'-0" O.C. W! R-30 FIBERGLASS BA1T INSULATION - 6.25% FRAMING AVERAGE R= 0.0625 (6.88) + 0.9375 (30) = 28.56 t { . Building Envelope U-value Calculations Wall Type 1 Wall ConsWction Elements wa11 Eement R-Value Ibs• ! sa.it• 1 2 3 4 5 fi 7 8 7. Outside Air Fllm 0.77 0.0 2. Waod Sfding 0.79 1.3 . 3. Plywood • 1I2" 0.62 1.4 4. Frdming wl R-19 Flbeiglass InsulaUon 17.35 27 ~ 5. Gypsum Board • 518" 0.56 2.6 6. Inside Air Fllm 0.68 0.0 : C . 7. . . . 8. . : . . . . . . : . Total R value 20.17 _ Totai Weight 7.97 Lbs. / sq.ft. U value 0.050 Building Pizza Hut Restaurant 39E,F Frame Building i . Building Envelope U-value Calculations Wall Type 2 Wall ConsWction Elements Wall Element •R Value Ihs• 1 sa•ft• 1 2 3 4 5 6 7 8 1. Outside Air Film 0.17 0.0 2. FaceBrick-4" 0.44 40.0 . ~ 3. Plywood • 112" 0.62 1.4 4. Framing wl R-19 Fl6erglass Insuiatlon 17.35 2.7 5. Gypsum Board • 518" 0.56 2.6 : C 6. Inside Atr Flim 0.68 0.0 C : 7. . : 8. . : . . . . . . . . . . . Total R value 19.82 - Totai Weight 46.67 Lbs. / sq.ft. U value 0.050 . Buildirg Piua Hut Restaurant 39E,F Frame w/ Face Brick ~ Building cnvelope U-value Calculations Ceiling Construction Elements Wall Element -R Value 1.InsfdeAirFilm(Attfc) 0.61 2 Truss Members w! R-30 Fibergiass Insulafion 28.56 3. GypsumBoard-5!8" 6.56 2 4. Inside Air Fiim 0.61 3 4 Total R value 30.34 U value 0.03 Building: Pizza Hut Restaurant 39 Series Building (39E) FORM FOR CALCULATION OF LIGHTING POWER BUDGET PART t. BUILDING INTERIORS[D OR EXTERIORSO - LLIMENMETHQDPROCEDURES Q 1 SPACEIDENTIFICATION Kitchen Dining dlll Ot' S 2t'VTCE O1 2 S a L•^E^ L 39 1170 38 J4517- 1 ° Z 74"W Area A` S ft S F Ft S Ft 6- 1112 5 f w 0 3 cavitv Heiynt 5. 5' 5. 5' S. 5' 5.51 5.51 y 4 FiCR 1.7 1.8 10.0 2.6 5.6 5 DESCAIPTION Kitchen Environ. Equip. St Service Area 6 Illumination Level. 100 30 20 50 20 No. o~ wor1~ Taul Tafk 7 i[~tiOns ArcaA, Y ~ B Luminaireldentification I.E.S. #42 I.E.S. #6 I.E.S. #3 I.E.S. #40 I.E.S. #4 ~ 9 Coer. utilization, cu .57 .90 .32 .51 .42 io Lamp Efficaty, LE, (Im/W) 55 25 17 55 25 • ii WATTS (TASK 11 5332 1810 105 . 965 98 12 DESCHIPTION Salad Bar Wash Area 13 Illumination Level 50 . 30 No.o(wmk 7aulTa~k . a 14 miAruA, 1 Sq Ft 2 SG F Y Q 15 Luminaireldenefcation I.E.S. #6 I.E.S.#46 ti 16 Coef. utilization, Cu .85 .42 17 Lamp Efficacy, LE, (ImNJ) 25 25 - is I WATTS (TASK 2] 266 310 19 Illumination Level, Zp Area A9 J ¢ 21 Luminaire Identification . W W 22 Caef. Utilization. CU tD 23 Lamp Efficacv. LE, (ImM1) . 24 WATTS IGENEFAL) ' 25 Illumination Level. . . ;Q 26 Area A, c ' U 1- 27 Luminaire iden[itication ¢ u 28 CoeL Utflixation,-CU 2 Z 29 lampEt/icacy,LE,pmMll co ~ 30 WATTS (NON-CRITICAI,) ' co WATTS FOR SPACE . g ~ 31 24] . 30 5332 1810 105 1231 408 ; O 32 No. of Itlent¢al SOaces ~ . j WATTS FOF AlL 10ENTICAL 3 SPACES x as 5332 1810 105 1231 408 y 32 ANSI7ASHRAE/IES 90A-1980 . (39E) FORM FOR CALCULATION OF LIGHTING POWER BUDGET PART 1. BUILDING INTERIORS[@ OR EXTERIORSO - LUMEN METHOD PROCEDVHES Q 1 SPACE IDENTIFICATION ovpr a ~s~mn ~ 6 208 widm w Arp A~ 8 $ F W a 3 Cavity Height . 5. 51 N a Aca 4.5 ~ 5 OESCRIPTION Foyer - - - 6 Illumination Level, 30 Na. of wor1t Toul iaA 7 nniom Aru A, 1 " ~ 8 Luminaire Identifita[ion I.E.S. #5 H 9 Coef. Utilizaiion, CU .57 10 Lamp Effitacv. LE, (ImAY) 55 ' il WATT5(TASK 1) 284 . 12 DESCflIPTION 13 Illumination Level No. af werk Toul Tosk N 14 sHtians Arq A, . Y Q 151 Luminaire Identification N 16 Coef. Utilization, CU - 17 lamp Ef}icacy, LE, (ImNJ) 18 WATTS (TASK 2) 19 illumination level, 20 Area A9 . J Q 21 Luminaire Iden[ification - W W 22 Coef. Utilization. CU c~ 23 Lamp Efficacy, lE, (tmlW) 24 WATTS(GENERAL) 25 Illuminacion levei. . ; Q 26 Area A, U 27 Luminaire Identitication 9 18 Coet. Utiliza[ion; CU z Z 29 LampEfficacy,LE,pmMA - V' 30 WATTS (NON-CRITICAL) - 00 N WATTS FOR SPACE g ~ 31 11 + 18 r 24 ~ 30 2$4 a ? ^ Q c O 12 No. at Iden[ical Spaas 1 ~ ~ s s 54ATTS FpR ALL IDENTICAL 284 ' 3 SPACES 31 x 32 ' N lZ ANSIIASHRAE/IES 90A-19B0 . - • (39E) FORM FaR CALCULATION OF LIGHTiNG POWER BUDGET PART I. BUILDING INTERIORSO OR EXTERIORS(D - LUMENMETHODPROCEDURES Q ~ SPACEIDENTIPICATION Pomon, mercia 110 WiEN W a 3 Caviry Height - 5.5 5' N 4 RCR 7 6.1 5 OESCRIPTION d Wd,Y , 6 Illumination level, 15 1oQ . No. ol work Tpvl TaY, 4 1 7 mtiOns ArnA, 1 Y B Luminaire Identifiption I. E. S.#6 ~ 9 Coet. utilization. Cu .67 .7 10 lamp Effitacy. LE, (ImAN) 25 25 ' n wnrTS (rasK n 1054 408 12 DESCftIPTION . . 13 Illumination Level ' No. of work Tonl Lf~ n 14 artwm Are~ A~ Y a 15 luminaire Identification f 16 Coef. Utilization, CU - 17 Lamp Ef}icacy, lE, 11mhY1 18 I WATTS ITASK 21 ' 79 Illumina[ion levei, 20 Area A9 J ~ 211 Luminaire Identifiation . W W ZZ COG}. UI1l1Z2T10l1. CV ~ 231 Lamp Efticaoy, lE, (lm/W) . 24 WATTS (GENERAL) ' 25 IIlumination Level, Q 26 Area A, - V 21 luminaire Identification ¢ c~ 28 Coef. Utiiizacio'n, CU Z N lD Z 29 LampEtficacy,LE,fImMl1 ~ 30 WATTS (NON-CR171CA1) - WATTS FOR SPACE g ~ 31 _ « ia . za « 30 1054 408 ° a L O 72 No. ol Identical $paces 1 1 WATTS FOF ALL IOENTICAL ° 3 SPACES 31 . 321054 408 y lj - AN5I7ASHRAE/IES 90A-1980 1 c~ I c~ minnesota department of health 717 s.e. delaware st. p.o. 6ox 9441 minneapolia 55440 O (612) 82350W lune 1, 1988 Pizza Hut, Inc. c/o Mr. Clyde SThite Jr. Regional Construction Engineer 30901 West 54th Terrace 5uite 200 Lenexa, Ransas 66214 Gentlemen/Ladies= Subject: Plumbing for Pizza Hut Restaurant, Eagan, Dakota County, Minnesota, P1an No. 81539 t7e have reviewed the plans and specifications covering the plumbing system for the above-designated project and offer the following comments as to additional information and changes that are necessary before the plans and specif3cations will indicate that the plumbing system is to be installed in accordance with the provisions of the Minnesota Plumhing Code: 1. The vater line to post-mix-type carbonated beverage machines must have an approved double-check valve backflow preventer vith intermediate atmospheric vent installed preceding the carbonator. In addition, there should be no copper tubing ia the system downline of the backflov preventer to preclude the possibility of copper poisoning. Verify compliance. 2. Yater meter shall be located inside the building. Show meter on vater distribution riser diagram. Indicate size and show location of all valves necessary for installation. 3. Specify type and model number of vacuum breaker to the irrigation system. 4. Dishvasher ahall not discharge through the grease interceptor. Relocate so dishvasher discharges down stream of the grease interceptor. 5. Grease interceptor shall be located inside the building and as clase as poss3hle to the fixtures being served. The grease interceptor shall be provided vith vent and £low contxol device. See 14inn. Rules, p. 4115.1110. 6. Specify sll pipe,sizes on the vater distribution diagram. Copies of submittals covering the above items will give us the infarmation ve need to complete our plan reviev. Yhen submitting additional information, please refer to Plan 181539. If you have any questions, please contact me at 612/623-5643. Sincerely yours, A Gerai/ ld G. Smith Public Health Engineer Section of Water Supplp and Engineering GGS:paw cc: Mr. Villiam Adams, Plumbing Inspector an equal opportunity employer . . 401. . " . . rriinnesota departrnen# of heaith ` - . O 717 s.e. dalaware st P.O. box 9441 minneapolis 55440 ' . . . . . . . (612) 6215060 . . . . . . . . . . . • : June 27. T988.. . . Mr.`G1yde Wh1te. Jr..:Engineer , . ' Pizxa.HUt.'Inc. . • 3090I Mest 84th Terrace. 5uite 206 V. . . . i.enexa. Kanses 66214 ; . : . " . . Dear Rr, iihitei • - RE. Otans and specifi.cattons 4or Piaza. Out Restaurant. Torm Center , . Drive. Eagan, l9lnnesota: ' Plan #81539n:. We have recelved and revtewed the plans and speciftcations coveMng 4he'tooeland.beverage serdiee equtpment•layout to serve the above-dasignated project. ;i'kie ptans and Spec9ftcatlops ap~tear to•he-1n geqeral contpt'mfty.. , w4th: the statsdards of. #his' Uepartment. rHomevtr; soae changes are necessary and the eacloseA report t9sts these. the pians. have Deen transm9ttea #Q arr;Sect#on of Natew Supply aod' Englneering fa'r review of the ptumbing systaa: Yau sRou1G hear fram. , , them in tho nPar futur.e. , At such..Nme, as construction or r~deTtog is ;campleted.'.please co~snunicaLe' . with Mr. Dave Goff; inspecting senitariaq from our PietroRQlitan Dlstirict .Offtce at 612/623-8340,in order fio arrarige for a finat on-;slte.inspectfi.on, • If you have guest4ons concernfag this review, please coumnicatt . . with us at 612/623=5275: • . , . . , . JlnCerle1,y~.5/DUf'Sa , . , . - . . ; . , . . _ , . . . _ . - Rabert A; i.asbbrwok; R.S. . • , AssistanE Lo the Chtef Environmeptal Ftetd Services : - : RAltmk , . . , - Encliasure : Cc: Dave 6off . Bui`iding Inspectar. C1t9 of Eagab? , , . • ; -an equal oPPQrtuniry employer ' : . ; MINNESOTA DEPARTMENT DF HEALTH ' Division of Environmental Health REPORT OF PLAHS Plans and epecifications on Pizza Hut Reetaurant Location: Town Center Drive, Eagan, Minnesota llakota County ~ Date Examined: Sune 20, 1988 Plan File Number: 81539 Prepared and submitted by Mr. Clyde White, Jr., Engineer, Pizza Hut, Inc. 10901 West Terrace, Suite 200 Lenexa, Kaneas 66214 Orner: Pizza Hut The folloring are corrections or requests £or additional information necessary before constuction of your project: 1. All fond and beverage service equipment muet meet the applicahle standards of the National Sanitation Foundation. 2. Custom food and beverage aervice equipment shall be designated, fabricated, located and installed to N.S.F. Requirements. 3. Provide adequate storage iacilfties. a. Employees personal belangings, chemicals and ma;ntenance svpplies must be stored separate from and belaw food, clean equigment and sirrgle service supplies_ b. Food, clean equipment, linen and sing2e service itema must tre atored on shelves at least eix inctces above the flanr. 4. Canopp agd hood c+anstructian must meet the applirable standards ccf the Hatiunal Sanitation Faundatina (HSF')• pdditionallg, the reqairemeuts of the Hinnewta Bni2ding Gode (SHC-1345.1460) covesing c^mm°rcial kitcahen ventilation Ryeteves must alsa be i¢et. 5. Floars ia kitchess; ather roems rhere faod ia stored, prepared or yash.ed: dressing ar lockec rooms acrd toilet rooms,, sha21 be smooth, naw-absQrbent and easy tn clean. a. The mtaimus, accep#ablE f3ooring is commea-ctal grade (Y/fl inch thick), vinql composition tile rith a Eour inch base covering at the flaar-rall janctnre. Mr. Clyde N'hite, Jr. -2- June 20, 1988 6. Wall eurfaces in £ood preparation, dishvashing and etorage areas ehall be smooth, light colored, easily cleanable and non-absorbent to the highest level of splaeh or spray. Sheetrock with an enamel paint finish meets the minimum standards for non splash and dry storage areae. Wall aurfaces in splash zones or high moieture areae such ae diehwashing, hand and janitorial sink areas, etc. must he finiehed with dura6le, non-ahsorbent materials such ae: 1. A reinforced fi6erglass-plastic panel (such ae glassbord or eimilar product); 2. Ceramic tile; 3. Epoxy resin over raterproof xheetrock. Stainless steel, galvanized metal or equivalent materials ehould be installed 6ehind the cooking line. Bl.ock xalls muet be smoothly troreled and finiehed rith a minimum of epoxp or enamel paint to provide a smooth, non- abaorbent surface equivalent to an orange peel finieh. 7. Ceilings in food preparation, dishwashing, and food storage areas shall be smooth, nnn-absorbent, light colored, easily cleanabie, and must not he perforated, Sissured or textured. Indicate the type of flooring in the ralk-ina. Approved £looring inclades: a. Properlq fa#¢-icated and installed galvanized metal. b. Properlq fahricaterl and installed stainless steel. c. Praperlq iuatziled quany tile, , d. Proger applicaiion af epoxp-resin coating over smootb caarsete Lo praduce a finish of at least 125-250 ' mils tkiakness tapgroaimate3y 1f8 inah thickl. 9. Walk-in cooles shelving must he NSF approved stainlese sYeel, factory pr¢-cnated epoxg, or a#her materia3s designed far this tyge enaS.rtament. Ghrome shelving ie not approved. 10. All artiiiciaS iig6ting fixturee lc3cated in food preparetion areas, faod staraW areas, cfishxashing areas and ralk-ins s~RaII be e#fectioeig shielded to prevent glass trreaicage onto food or food cofltact surfaces. i. ~ Mr. Clyde White, Jr. -3- June 20, 1988 11. A eign muet 6e poeted at all public entrances to the establiehment etating that smoking ie prohibited except in designeted areas. Thirty percent (30%) of the seating capacity in your eetablishment muet be provided for non- emokere. Poet thie area vith eigns and separate from the emoking-permitted area by either: a. a four foot ride buffer zone; b. a phyeical barrier 56 inchea in height; c. eix complete air changes per hour in the room. 7f there ie controlled seating only, all patrone must be asked their preference and be seated accordingly. Lf your establishment serves alcohalic treveragea and has 49 or Sewer seats for food eervice, you may designate your entire eata611ahment as a smoking-permitted area by poeting signs at aIl public entrances indicating thie fect. 12. The floor mounted food mixer ia next to three compartmertt sink. The sink compartment next to the mixer must be the clean end of the diehrashing procedare. Ne have to be certain no contamination (auch as splash) could epill onto foode being mixed at the food mixer adjacent. z6w Robei-t A. Lashbrook, H. S. Aesistant to the Chief Environmental Field Services I Metropolitan Waste Control Commission Mears Park Centre, 230 Eas[ Fifth Street, St. Paul, Minnesota 55101 June 30, 1988 612 222-8423 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Pizza Hut to be located within the City of Eagan. It has been determined that 12 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charqes: Restaurant (Full Service) 99 seats @ 8 seats/SAC IInit 12.38 or 12 If you have any questions, please call. Sincerely, R. A. Odde Municipal Services Manager RAO:RWJ cc: S. Selby, MWCC H. C. Grounds, MWCC Clyde White, Pizza Hut 50 yezII°s R 930°R 900 • ~ ~l~T."~ a,. x sr s a . stH r es > > ~ s ¢ e -c n asro-.~ ~~~A~ F3 * i~~,e~.a~?:~'e.~~~~~. i ~N ,ZSELS:x~RJ `i~r 0901 . <a r . t ti hw„r,; i~c'fi..x 3~~ •,g ii x.u,'(3 ~s. 3eR.'s. qg.z '~i.9.: 'v`~~`"- r'3'Y 1993 MECHANICAL PERMTT (COD'IMERC7AL) CITY OF EAGAN 3830 PIIAT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COADvIERCIALJINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMTfS ARE NOT REQUIRED FOR EACH DWELLING UNTT. DATE: q 3 CONTRACT PRICE: $ NEW BUILDING INTERIOR IMPROVEMENT WORKDESCRIPTION: CF~AN~s_ o,--= F.x~:,- -P•zzi4 1~-a~o ~(~°P N FEES 1% OF ~N'TRt1C'T FEE $ PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF FEE. TOTAL $ aS• S~ SITE ADDRESS: 130s, CE. N; c(Z- 9-o . E,a ~ a..~ OWNER NAME: TELEPHONE TENANT NAME: (IMPROVEMENrs ONL1) ~A-~- INSTALLER: Asso ~.AT~.~ r~E ~µA~•.~+~. =a ADDRESS: CITY: STATE: rnl' , ZIP CODE: S~' 32 4 TELEPHONE Yw~ -ff ao 9~~~1g 3~/ G/ ' r ~ SIGNATURE OF PERMITTEE CTTY INSPECfOR i r----1 ~Z31 ~ Z 91 I i I I ~~o-n3d rti L - - ~ ~m-ZQp~ ~~o~~z ozc ~n~~• ~z~a ~ oav c Z4TTx' ~ ~Z-4 - 1~v >w ~iz~z M, > fT_~ -1 ~ - I~j Q y~A ~ . , N~;71 o ~ BUS: 445-51 DO FAX: 445-5119 SSO I Mtebf tettlly lEat tEls Plan ws p»pued Er je or vader trr CIATED lrdlftcl tupetviftonmd Uut 1 a du% Retifkred echanical contractors, inc. Pralmlonll Meclunial Enllneer uMv tAe tare o7 the Stite al AlooesoU. - . ~ ~~0~~( 1257 Marschall Road, Suite 104 • Shakopee, MN 55379 ~ i~~l~eOc~ ^O` C0t_4,A.- P.O. Box 237 Reg. No. 16210 , pLUMBING - HEATING - AIR CONDITIQNWG ~ S"T•NO. ~T~EIZZa vT CAIN OUSE ASSOCIATES, INC. P CONSULTING ENGINEER3 • «S.T~WN, G£NTFJe JZ-Pi 6K~A^I M I HIRCH LAKE.PROFESSIONAL OUILDINC 1310 HAST HICHWAY 96 7PRoj. N0. DATE BY WHITE BEAR LAKE, MN 35110 ~'C~ 2_I3 LP'I (612) 426•9549 + CITY USE ONLY L t RECEIPT#: ~~?~DOS SUBD. J " ~ RECEIPT DATE APPROVED BY: ~ INSPECTOR 1999 PLUMID2NG PERMIT (CO1+IIMRCIAL) ~ CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, I+Q7 55122 (651) 681-4675 ` Please complete for: ali commerciaVindustrial buildings mvlti-family buildings when separate building permits are not rcqu'ved for each dwelling unit et,stallation of backfloa• preventer in commercial areas or residential boulevards Date: Work Type: _ New Bldg. _ Add-on _ Repair _ U.G. Sprinkler _ RPZ Description of Work: .1 n5~~ l~ VO cict 9er LiJzz ~,Jc~t e.r Ji ~c..7ee ? inyui:c i:'Yressare Sd'edse:cg ~'a!vs 9s •eq:e?~^d en gow cn~ice..Cwll 681-4646. FEES 1% of contract price or $30.00 minimum Contract Price: $ 117s ab x 1% _ $ COMPLETETHISAREA ONLYIFINSTALLING UNDERGROUNDSPRINKLER SYSTEM Backilow Preventer Permit Fee - $ 30.00 $ Water Meter. 2°Turbo - $ 889.00 unless plan appmved for smaller sim $ 'Service: _ a<isting (if coming off domestic line) ~R _ new !f "new service", contact Jerrv Wobschal! Finnnce Consultant to confrrm addine fees for. Water Permit & Su.-charge - $ 50.50 $ Water Supply & Storage - $ 825.00 $ Water Treahnent Plant Chazge - $ 468.00 $ State surcharge is calctit?ted from Permit Fee at right - , State SucChBige $ $.50 for each $1.000 ,~n-~+h a minimum of $.50 due Totel Fee $ 30. S~d I hereby acknowledge thFiT I have read this application, state that the information is correct, and agree to comply with all applicable Ciry of Eagan ordinances. 7i i; the applicanYs responsibility to notify the property owner that the Ciry of Eagan assumes no liabiliry.for any daznages caused by th:: c iry during its normal operational and maintenance acGvities to the facilities conswcted under this permit within Ciry property/right-of-w sy/easement. SITEADDRESS: aLJ n~ TENANTNAME: ~f ZZG, Nc.~ T -c1(o 9C'S INSTALLERNAME: ~n /So,-) ~fct r~,6 TELEPHONE 9176 STREET ADDRESS: 3 S/Go2 J+ 1 2) YGZ ?S/ ~ K~ cIrY: ,SZ Lu u~'s /°a srnre: /''7A_) ZIP: ~S~m76 z SIGNANRE OF PERMITTEE L ~ sL ~ CITY OF EAGAN CITY USE ONLY SUBD. %70llIY1. ~d ~ ~ PLUMBING PERMIT p1 (612) 601-4675 RECEIPT ~ /e52 DATE RESIDSNTIAL ~ PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FEa?fILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION COMPLETE THE FOLLOWING: N0. FIXTURES EA. TOTAL NEW CONST _ REPAIR/ADD ON 15.00 ADD ON SHOWER 3.00 REPAIR WATER CIASET 3.00 BATH TUB 3.00 IAVATORY 3.00 OWNER NAME: KITCHEN SINK 3.00 IAUNDRY 1RAY 3.00 SITE ADDRESS: HOT TUB/SPA 3.00 WATh'R HEATER 3.00 rulOx ileeA.~H 3.00 GAS PIPING OUT. INSTALI,ER: (MINIMUM - 1) 3.00 ROUGH OP'ENINGS 1.50 ADDRESS: 0T'HER WATER SOFTENER 5.00 CITY: ZIP: ~ PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 PHONE W. TURNAROUND 15.00 STATE'SURCHARGE .50 . n _ _ _ Ot SIGNATURE OF PERMITTEE 'tOTAL: S C0M3B tCIAL PLEASE COMPI.ETE THIS PORTION FOR ALL COMMERCIA:%INDUSTRIAL BUILDINGS. ALSO FOR MULTI-FAMILY BUILD3NGS WHEN SEPARATE PERMITS ARE NOT REQUIREC FOR EACH DWELLING UNIT. WORK DESCRIPTION:~~ ~ 4 _~/.~~CJ~-~~ • OWNHR NAME : P-ZZQ _ z ~ ~ ~~etmn~m nnTrv. SITE ADDRESS: 1% OF CONTRACT FER. STATE SURCHARGE - $.50 FOR TENANT NAME: EACH $1,000 OF PERMIT FEE. SUITE $25.00 MINZMUM FEE. INSTALLER: G{(JI f~ CONTRACT PRICE x 1% ADDRESS: /e. STATE SURCHARGE $ _ .s$7oS CITY': {SL ZIP /1L_ TOTAL: V v , PHONE FOR: (SIGN ) CITY OF EAGAN . /l-/6-9:z ~~l • . o, . . . , APFLICATION FOR PERMIT :NOTE= PAST1ENf OF PEE AT TIME OF t APPLICATION DOFS NOT CON- * STINfE APpRG'Jp,i, OF PII26IIT. • : SEWER AND/OR WATER CONNECTION + INSPFZTION OF SEWFR AP47/pR WATER ; xcisruu,rioHS wna. nor se crExncn = (:4'. • ~ [!PlPIL PE[tPffT HAS BFI•S] APPROVFD. '~.:t'. . •~.x~tt:~+~w*wweexxxr~~Waa~~xf~rrW+~xf* y dtv oF ~acgla9'9 (PLEASE PRINT 1) PROPERTY ADDRESS: /3r;Z,5~ T•FY;AT• DFSCRIPTION: Lot Bloc Subdivision or Tax Parcel ID ) IF EXISTING STRCCT[:'RE, DATE OF ORIGIMU SUILDING PERMIT ISS[!ANCE: Mont Year PRESENT ZONING/PROPOSID USE: ~ COPM'IEEtCIAL/RETAIL/OFFICE '_i R-1 SINGLE FAMILY Q INDCSTRIAL ~ R-2 DUPLEX (3tvb Cnits) Q INSTIT[:TIONAL/GOVEEtN[NENT ~ R-3 TOWNHOOSE (Three + C'nits) ( Cnits) ~ R-4 APARTMENT/CONDOMiNIUM ( Cnits) 2) NANIE: ADDRESS: CITY. STATE, ZIP: PxorrE: ) For City Use 3) • NAME: . ~ /?°~~~C Pl ericense: ADDRESS: Active CITY, STATE, ZIP: Not recordec PHONE: MASTER LICENSE #~~~3f,~'l~' Staf Inltial 4) 11577% • NA["lE: ADDRESS: Z ' CITY, STATE, ZIP: PHONE: ~5 ICU ~ ~S f ~~DGI/ 5) s ~ . , ,y , ~ ~on ..i ae 2TCONNECTION TO CITY SEWER ~ CONNECTION TO CITY WATER O OTHFR 6) t+~*++**,+~***~++:r***~«**~~~*~********~*«***.~~**W**+***~***++********+~****,r~*******~****+****~**~,r; * i * THE GOLD COPY OF RHE PERMiT WZLL BE SENP DIRECfLY TO PUSISC WORKS TO FACILITATE METER PICK-LP. _ PLEISSE ALIAW 1W0 WORKING DAYS FOR PROCFSSING. SOMEONE EROM TfIE CITY WILL CONPACf YO[) IF TfIERE * ARE ANY PROSLENIS. ~****:r,r***t:r+*~,tx***~***~t*,t***~~**,t*********+~********~**,t~*******,r****~****t**********t****+***+*; - FOR CITY USE ONLY ~ . PERMIT ii' ISSC'ED • I 9lf~7 Pd w/Bl.dg. Permit FEES: $ SEWER PERMIT (INCLLDE SCRCHARGE) $ WATER PERMIT (INCLCDE SCRCHARGE) $ $ WATER METER/COPPERHORN/OCTSIDE READER $ $ WATER TAP (INCLCDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOL'NT DEPOSIT - SEWER $ $ ACCOtiNT DEPOSZT - WATER $ $ WAC $ yDU•$ SAC $ $ TRUNK WATER ASSESSMENT $ $ TR[iNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRCNK SEWER $ $ LATERAL BENEFIT/TR[:NK 69ATER $ $ WATER TREATMENT PLANT SL'RCHARGE $ $ OTHER: $ ~ D ~ • U $ c2~ TOTAL RECEIPT # RECEIPT DOES OTILITY CONNECTION REQDIRE EXCAVATION IN PC'BLIC RIGHT OF WAY? Q YES IF YES, THEN A"PERMIT FOR WORK 60ITHIN PC'BLIC ROADWAY" MUST BE ISSL'ED BY THE ENGINEERING ~ NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: lV22~~~ ~~L,~,,p TITLE: DATE: _ I U ! ' - ~ CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 ~ / DATE j 19 r~ AMOUNT $ _ 8-_OOLLARS im ? CASH CHECK .Ql.t.u.~/I 9 g6-7 FUND O&IECT AMOUNT J efP U D I/ DZ ~d a UP S n ,-r I lar ~ 3g 3 7d ~K alaut /oP 6 3 Thank You o ay N9 87614 Whito--Payera CoW vaiw.-raswq cwr Pink--FBe Cor; SUBJECI': SPECIAL USE PERMIT APPLICANT: BOY SCOUT TROOP #510 LOCA1'ION: OUTLOT A, TOWN CENTRE 70TH 9TH ADDITION EXISTING ZONING: CSC - COMMUNITY SHOPPING CENTER DATE OF PUBLIC HEARING: OCTOBER 15, 1991 DATE OF REPORT: OCTOBER 7, 1991 • COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a Special Use _ Permit to allow the temporary sale of Christmas trees. COMMENTS: Boy Scout Troop #510 has received permission to sell Christmas trees as a fund raising event on vacant property owned by Federal Land Company. The applicant has had this operation at the above-referenced location for the past two years. Set up will begin around November 1, 1991 with the tree sales beginning November 29 and ending December 25, 1991. Cleanup of the site will be completed no later than January 1, 1992. If approved, this Special Use Permit shall meet the following conditions: 1. This permit is temporary and shall expire January 1, 1992. 2. All other applicable City codes. r.Y...c ~ M,yRqY ~ 4 $w S - MMn R PANF • o11Yp M. O - IM[ST IIIWE T - 1„ !-IIIONrOOD LN. 11[OMC00 YT ~ K . q -~i 1 U M w tB OYEINY Plpk i rNME NW ~ ~ c. IS nE ' ~~T"uuc . ~ wcc - "asr.o va • {~J y ~ ~ ~1~ ~ on . /RE AEPT. E+~' CO&W' XWMX L C[ j M L [ iL Lf, ,~I lnan 7C qTk ity oF aegan 3830 PILOT KN08 ROAD, P.O. 80X 21199 VIC ELLISON EAGAN, MINNESOTA 55121 mayar PHONE: (612) 454-8100 _ THOMAS EGAN - DAVID K. GUSTAFSON . PAMEIA McCRFA ' THEOOORE WACHIER June 30, 1988 c°""°'"AeinbB1H 7FiOMAS HEDGES CHy Adminkhabr - EUGENE VAN OVERBEKE Cdy Clek PIZZA HUT . P O BOX 428 WICHITA, KA 67201 Re: Address for Pizza Hut in Eagan, Minnesota Dear Sirs: The street address for your new restaurant in Eagan will be 1325 Town Centre Drive. Si cerely, (,llf~J,. Steven T. Hanson Assistant Building Official STH/mc THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND 6ROWTH IN OUR COMMUNITY ~ L f 6 I T~w o G~Tre 7D ~ LAW DEPARTMENT 0 Pizza Hut, Inc. 19111 E. Douglas ! P.O. 8ox 428 ! Wichita, Kansas 67201 ! Phone (316) 681-9565 ! Telex 4771477 • June 9,1988 City of Eagan ' 3830 Pilot Knob Road P.O.Box 21199 Eagan,Minnesota 55121 ' Gentlemen: Attached please find a copy of the legal description for a purposed location in your city. With this inforination, would it be possible for you to supp3y us with the exact street address and mailing address for this location? We must have a confirmed address before we can obtain any of the necessary licenses; thus, I'm sure you realize we need the in£ormation as soon as possible. " Should there be any questions regarding our inquiry, ~ please direct them to my attention at the above address. ~ Thank you for your cooperation. Sincerely, PIZZA HUT, INC. Legal Departrnent 13Z5 T~W~-i CLNTRE D2. ara~u~rc~, Title Insurance Company of N ,i , x r 1. ~ Hinnesota and Dizza Hut;and to a, their heirs, siccessore and.~ assiges. " that I have surveyed, on the ground„',;the aronerty legally described hereon; that 'sai&~: legal description is correct; complete accurate; that this,pl8t of survev is true.and cor' rect in all respects; that the size, dimensions and loc [,N tions of all the boundaries of the ProPerty, buildings 'and ~ i other improvements, recorded and-visible unrecorded easements.` k,'--~ r~ ~o streets, roads, means of public access, rights-of-way, utility,lfnest;rj and connections, and municipal set-back lines which affect tsaid property`,*'e~ are correctly and accurately shown hereon; and that there ar.e no en- croachments, overlans, gaqs, easements, streets, roads,.rights-of way, r. setback lines or imorovements which affect the property,~.which aze' not „ , shown hereon. nl' i eE Dated this day of 1988. ~ ~ ' - _ ' ' ~E J es F. Boerhavw, RLS Minn. Reg. No. 7095 j . r ~ . ' 9 r PRO°ERTY DF.SCRIPI'ION NOTES Lot 1 , Block 1. TO[4N CENTRE 70 NINTN ADDITION, Current owner of Outlot Bz according to the recorded alat thereof, Federal Land Comoany - Fee owner. Dakota Countv, Minnesota 4 Outlot 8 will be 6u6divided by ~aurrentio+'i?erri ' r r~• .M1r PARCEL AREA to create a platted lot prior to conveyance i„+Yy~ f~y of title. 35,411 sq.ft. .81292 The surrounding terrain is generally flnt: 4 0 All site drainage is to be directed toa,the CITY ZONING atorm sewer located in. Town ..CentYe DriYe+Cr CSC.- Commercial Shopping Center The address of'the site has not been ~ s;,,,'~,~?~ ~ r• assigned by the. City ~at' date of-survey' ,.~4~ C ELECTRZC . - t~'<r_ . :~7 ',z'' 4 ~ ~ r ~,w„ . . ity oF eagan 3830 PILOT KNOB ROAD, P.O. BOX 21199 VIC ELLISON EAGAN, MINNESOTA 55121 mtoyar PHONE: (612) 454-8100 TMOMAS EGAN • DAVID K. GUSiAFSON PAMELA McCREA THEODORE WACHTER Cwncil Members iHOMAS HEDGES ciry Adminishabr EUGENEVAN OVERBEKE September 27, 1988 crcY cl~ MN DEPT OF HEALTH 717 S E DELAWARE ST P O BOX 9441 MINNEAPOLIS, MN 55440 ATTENTION: GARY ENGLUND, P.E. CHIEF SECTION OF WATER SUPPLY & ENGR RE: PIZZA FiUT 1325 TOWN CENTRE DR L 1, B 1, TOWN CTR 70 9TIi ADD Dear Mr. Englund: This is to advise that the final plumbing inspection of the aforementioned facility was completed on September 26, 1988. Attached, please find copies of the inspections made by the City of Eagan, Building Inspections Department. Sincerely, William Adams Plumbing Inspector WA/js Attach. THE LONE OAK TREE. ..THE SYMBOL 6F STREN6I4 AND 6RbWTH IN-OUR COMMUNIIY minnesota department of health • 717 s.e. delaware st. p.o. box 9441 minneapolis 55440 ' O (612~623-5000 August 9, 1988 Pizza Hut, Inc. c/o Mr. Clyde Yhite, Jr. Construction Engineer 10901 West 84th Terrace Suite 200 Lenexa, Kansas 66214 Gentlemen/Ladies: Subject: Plum6ing for Pizza Hut Restaurant - Tovn Center Drive, Eagan, Dakota Countv Minnesota Plan No 81539 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. A set of the identified plans and specifications is also being returned co you. IT IS THE PR07ECT OwNER'S RESPONSIBILITY TO RETAIN THE PLANS AT THE PROJECT LOCATION. Your attention is directed to the attached statement pertaining to inspection of the plumbing. It is important that ve receive the information indicated in order that the necessary inspection may be made. The plans and specifications appear to be in general conformance with the standards of this Department. When the project is completed, please communicate with an Environmental Health sanitarian in our Metro District Office in Minneapoli.s, Minnesota (612/623-5337), in order that he may make final inspection. If you have any questions in regard to plumbing inspections, please contact Donald Stanley at 612/623-5328. If you have any questions in regard to the information contained in this repo:t, please contact Jerry Smith at 612/623-5643. Sincerely yours, Gary L. Englund, P.E., Chief Section of Water Supply and Engineering GLE:GGS:paw Enclosure cc: Mr. William Adams, Plumbing Inspector ? Mr. Clyde Murphy, Tech Builders an equal opportunity employer . . , i MINNESOTA DEPARTMENT OF HEALTH Division of Environmeutll Health REPORT OF PLANS Plans and specifications on plum6ing: Pizza Hut - Town Center Drive, Eagan, Dakota County, Minnesota, Plan No. 81539 Prepared and submitted by Pizza Hut, Inc., c/o Mr. Clyde White, Jr., Construction Engineer, 10901 West 84th Terrace, Suite 200, Lenexa, Kansas 66214 Ownership: Pizza Hut, Inc., c/o Mr. Clyde White, Jc, Construction Engineer, 10901 West 84th Terrace, Soite 200, Lenexa, Kansas 66214 Date Examined: August 3, 1988 Dato Received: May 2G and July 22, 1988 SCOPE: This examinatioa is limited to the design of this particular project only iusofar as the provisions of ihe Msnnesota Plumbing Code, as amended, appty, and does not cover the water supply or sewerage system to which this plumbing system is connected. The examination of plans is based upon the supposition that the data oa which the design is based are correct, and that necessary legal authority 6as been obtained to construct the praject. The responsibility for the design of structural features and the efficiency of equipmeut must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. IA3SPECTIONS: Special care should be taken ta insure that the material and installation of the plumbing system are in accardance with the provisians of the Minnesota Plumbing Code. It is necessary that t6e State Health Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the Code. Provisions should be made for applying an air tes[ at the time of the roughing-in inspection as outlined in Minn. Rules, p. 4715.2820, of the Code. [n order to facilitate this work, a self-addressed card is attached which should be returned to this office. The name of the plumbing contractor should be indicated so arrangements can be made for him to aotify the State Health Department that the installation will be ready for a test and inspection. No acceptance of the plumbing installation can be given until inspectio¢ and testing of the roughing-in work (Minn. Rules, p. 4715.2820, subp. 2), finished plumbing (Minn. Rules, p. 4715.2820, subp. 3), and inspection of the completed installation by a representa[ive of the State Health Department indicates compliance with the provisions of the Code. REQUIREMENTS: i. The site plan still iadicaies the grease interceptor to be located outside the building. The grease interceptor, unless required by the local administrative authori[y, shall be tocated inside the building. 2. Where the huilding water and sewer service lines can not be separated horizontally by 10-feet, verify the installation of these service lines to meet the requirements of Minn. Rules, p. 4715.1710. 3. A minimum vertical separation of 18-inches is required at the crossing between the existing municipal _ water main and: a. New building sanitary sewer. b. New storm water sewer line. 4. The building sewer line s6all be located no closer than 10-feet to the ezistiag fire hydrant drain. 5. Hard temper copper pipe shall not be used for water service material. Revise specifications. Pizza Hut - Town Center Drive -2- August 9, 1988 Plan No. 81539. ~ 6. Interior PVC or ABS plastic drain, waste and vent pipe shall comply with ASTM D2665 and ASTM D2661 respectively. 7. The testing medium for the rougL plumbing drain, waste and vent system shall be air only. Air shall be placed into the system until there is a uniform pressure of 5 psi on the portion of the system being tested. The pressure shall remain constant, without loss of pressure or addition of air, for 15 minutes. 8. Eliminate horizontal vent of the floor drain serving the salad bar. The vent must rise vertically to a point at least six-inches above the flood level rim of the fixture before offsetting horizontally. 9. The water piping system shall be disinfected in accordance with Minn. Rules, p. 4715.2250. 10. If the grease interceptor is provided, the sanitizing compartment of the three-compartment sink should trap and vent individually and by-pass the grease interceptor. 11. The backflow preventer specified for the post-mix carbonated beverage machine shail be located between the pump and the carbonator. 12. Provide a gate valve near the point where t6e water service enters the building and prior to the water meter. See Minn. Rules, p. 4715.1800, subp. 3. 13. As [he water supply for the irrigation system is brought inside the building, it is recommended Ihat the backflow preventer and related valving be located to inside the building. Authorization for construction in accordance with the approved plans may be withdrawn if co¢struction is not undertaken within a period of two years. T6e fact that plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information or advanced k¢owledge make improvements necessary. ~ Gerald G. Smith Public Healt6 Engineer Section of Water Supply and Engineering , - MEM.O TOs TOM COLBERT, DIRECTOR OF PUBLIC WORKS 13 l) lD l: e, Trt ~V g JIM STQHM, P[,gtdNING DEPARTMENT BILL $KINS, ELECTRICAL INSPECTOR CRAIG KNIIASEN, ENGINEERING TECH SOE SAERID6N, OTILITY BILLING CLERE FROM: DOUG R£IDt BQILDING INSPECTIONS DEPT DATE: So2//,?r The Protective Inspections Department will be performing a final inspeetion for oceupaney of 1,3o1J` pW~ ( gnfte t'~ U on q/as/SS~ Please return within 48 hours with your approval or denial. Failure of response w3thin that time frame will be determined as approval. It will be each departments responsibility to contact the eonstruction firm with necessary requirements before final inspection and notifying the Building Inspections Department when all requirements have been taken care of, Thank-you. DR/js APPROVAL: ~ DENIAL: (SIGNATURE & DATE) (SIGNATURE & DATE) ~ . 'L 43 !>>own '~v g'M MEMO T0: TOM COLBERTo DIRECTOR OF PIIBLIC WORKS dIM STURM, PLANNING DEPARTMENT SSLL AKINS, ELECTRICAL INSPECTOR ~ CRAZG KNUASENt ENGINEERING TECH v/ SOE SHERIDANS OTILITY BILLING CLEAK FROM: DOUG REIDp BOILDING INSPECTIONS DEPT / DATEt s/o2/1,?r The Protective Inspections Department will be performing a final inspeetion for occupancy of J30? s Dwn ( 2n rre J)fl; V P on Please return within 48 hours with your approval or denlal. Failure of response within that time frame will be determined as approval. It will be each departments responsibility to contact the construetion firm with necessary requirements before final inspeetion and notifying the Huilding Inspections Department when all requirements have been taken care of, Thank-you. DR/js APPROVAL: DENIAL: (SIGNATIIRE & DATE) ' (SIGNATURE & DATE) L c~IG-7 cc. S ~1 v~~L~G( P/ ~BI°9 T'7rti[ YO?- G$ rd' ,(.I) .7`~l1 lown e.enfrt 'ID g - MEM0 T0: TOM COLBEAT, DIRECTOR OF PQBLIC WORKS JIM STORM, PLANNING DEPAETMENT BILL AKINS, ELECTRICAL IHSPECTOR CRAIG KNUDSENp ENGINEERING TECH SOE SHERIDAN, OTILITY BILLING CLERK FROM: DOUG R£IDp BUILDSNG INSPECTIONS DEPT DATE: S/oZ/1Br The Protective Inspections Department will be performing a final inspeetion for occupancy of 1,3aa)` pwn ~gh~-~e >r, V on 9/as/8Y Please return within 48 hours with your approval or denial. Failure of response within that time frame will be determined as approval. It will be each departments responsibility to contaet the construetion firm with necessary requirements before final inspection and notifying the Building Inspections Department when all requirements have been taken care of. Thank-you. DR/,js APPROVAL ` IAL: GNATURE & DATE) (SIGNATURE & AATE) / 13l, 2gvC~ ~D 9Y~ twin citti+ testinq corporation SUITE 220 1355 MENDOTA HEIGHTS ROAD MENDO September 26, 19$$ TAP ONE672l452-9490 Tech Builders, Inc Box 317 Fairmont, MN 56031 Gentlemen: Report of: Observation of Soils and Compaction Tests Pzoposed Pizza Hut Restaucant Town Centre Drive Eagan, Minnesota #4112 88-135 This report discusses our recent excavation observations and crompaction testing for your Pizza Hut Restaurant project in Eagan, Minnesota. Ouz work on this project was done in accvrdance with the August 3, 1958 verbal authorization of Mr. Dennis Habisch of Frattalone Excavatiag and in coordination with Clyde MuYphy of youz firm. On August Sth we arrivad at your site to look at the footing excavations, but wozk had been halted at the project due to rain. Mr. Muzphy called us to the site again on August 8th. He was concerned about a layer of black lean clay encountered by Frattalone, near footing level. He also wanted some interpretation of the pavement section in the soil boring report prepared by our firm. We observed the soils exposed in the exterior footing trench excavations along the west and north sides of the restaurant. We found about 4" of topsoil fill over 3' to 4' of mixed silty sand and sandy lean clay fil]. and 6" to 1' of buried topsoil. Occassionally the excavation terminated in natural lean clay or silty sand. Also, we xeviewed the soils ceport prepared for this project and in accordance with the report and the Pizza Hut drawings we provided the following recomnendations to Mr. Mazk Ryan with Frattalone and Mr. Murphy: 1. Any old fill or topsoil below footing level should be replaced with compacted fill compacted to 95% meciified Proctor density. 2. Under the floor slab the topsoil fill should be replaced with new compacted fill. In our judgement the mixed silty sand and sandy lean clay fill and black lean clay topsoil could remain in-place provided they meet 95% density. 3. Vegetation and topsoil fill should be stripped from areas to be paved. The exposed soils should be proofrolled and subcut where they are found to be yieiding. We also discussed potential frost activity in soils beneath sidewalks and paved azeas. We judged that around 2" of frost heave could occur in all of the soils present at or near existing qrades. This potential movement has been provided for at the building entrances, according to Mr. Murphy. ~ /~~l/ AN EOl1AL OPPOWUNITY EMPLOVER Tech Builders, Inc September 26, 1988 Page Two We returned to the site on August 9 and 10 to further observe and test the soils at foundation level in the exterior wall footing trench. Areas where soil replacement was done were tested for density and found to meet the specified 95$. Most soils exposed at founx3ation level were sandy lean clays, clayey silts or fine silty sand which were probed using a hand auger and judged to have adequate strength for support of the exterior footinqs. Please contact us if you have any questions regarding our work on the pxoject at 452-9490. Very truly yours, Kevin N. Ryan Sr Engineering Technician ~n e~e''. .,J/~ Ronald A. Shaffer, P.E. Manger, South Metro Office cc: 1-Erattalone ExcaVating Attn: Mr. Mark Ryan 1-City of Eagan Attn: Mr. Bill Sruestle Ro twin cittir testinq corporation Z~ 1355 MENDOTA HEI6Hf8 ROM MENDOTA FIEKiNfS. MN 56120 ~ REPOR7 OF: DENSITY TESTS OF COMPACTED FILL PROIECT: PIZZA HUT DATE: September 9, 1988 TOWN CENTRE DRIVE COPIES TO: REPORTED TO: ~GAN, MINNESOTA 1-Tech Buildera Inc Box 317 Frattalone Excavating Fairmont, MN 56031 3066 Spruce Street St. Paul, MN 55117 LABORATORY No. 4112 88-135 TEST NUMBER: 1 2 DATE TAKEN: 8-9-88 8-9-88 UNIFIED SOIL CLASSIFICATION: Clayey sand Clayey sand (Moisture-Density Sample Number) with a little with a little gravel, mostly gravel, mostly fine grained, fine grained, brown, brown, (SC)-1 (SC)-1 LUCATION: 241 w of NE 22' W of SE corner of bldg corner of bldg DEPTH BELOW FOOT2NG GRA?E: 6" 1' DEPTH BELOW EXISTING GRADE: 6" 6" FIELD DENSITY DETERMINATION: Method Density in Place in Nuclear Densiry Method "B", ASTM:D2922-81 (#4 Basis) Dry Densiry (pco 127 125.5 Moisture Conrent (°k) 8.8 9.1 Plus #4 Material (°h) 15 14 LABORATORY MOISTURE-DENSI7Y RELATION OF SOIL: Method ASTM:D1557-78, Method "A", (-#4 Basis) Maximum Dry Density (pcfl 127.5 127.5 Optimum Moisture (°b) 10.5 10.5 COMPACTION TEST RESULTS: Compaction (°h) 99.5 98.5 Specified Compaction 95 95 ATTENTION: Density tests aie valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. These tests were perPormed by K. Ryan. AS A MUTUAL PROTECTION TO CLIENT3, THE PVBIIC, AND OVRSELVES, ALl REPORTS ARE SUBMITTED 118 TME CONFIOENTIAL PROVERTY OF CLIENTS AND AUTXORM 2ATION FOfl GUBLICITION OF STATEMENTS. CONCLUSIONS OR E%TRRCTS FROM OR PE6AROINO OUR RE70RTS IS RESERVED PENDIN6 OUR WNITTEN APVROVRL. Twin Clty Testing Corpore/ti%on SM222 (6185) BY %2 ~ 4~ V . _ Q twin cit4+ testinq corporation su~ zzo Ci 1355 ME NDpTA HEIGHT3 ROAp MENDOTA NqOMB, MN 6512p f ~ REPORT OF: DENSITY TESTS OF COMPACTED FILL PROJECT: pIZZA HUT DATE: September 9, 1988 TOWN CENTRE DRIVE COPIES TO: REPORTED TO: ~GAN, MINNESOTA 1-Tech Builders Inc Box 317 Frattalone Excavating Fairmont, MN 56031 3066 Spruce Street St. Paul, MN 55117 LABORATORY No. 4112 88-135 TEST NUMBER: 3 4 5 6 DATE TAKEN: 8-16-88 8-16-88 8-16-88 8-16-88 U NIFIED SOIL CLASSIFICATION: Clayey sand Sand with silt Sand with silt Sand with silt (Moisture•DensitySampleNumber) with a little and a little and a little and a little gravel, mostly grav-al; mostly a7ave1, mostly qravel, mostly fine grained, fine grained, fine qrained, fine grained, brown, brown, brown, brown, (SC)-1 (SP-SM)-2 (SP-SM)-2 (SP-SM)-2 LUCATION: 1' N& 20'W 11W & 151N 141W & 211S 151S & 11E of SE corner of SE corner of NE corner of NW corner of bldg of bldg of bldg of bldg DEPTH BELOW FINISHED FLOOR: 2' 1' 1' 1' DEPTH BELOW EXISTING GRADE: 6" 6" 6" 6" FIELD DENSITY DETERMINATION: Method pensity in Place lil Nuclear Density Method "B", ASTM:D2922-81 (#4 Basis) Dry Density (pcfl 121 117 115 118.5 Moisture Content f%) 8.5 4.5 5.3 5.8 Plus 84 Material 10 13 13 12 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D1557-78, Method "A", (-44 Basis) Maximum Dry Density (pcO 127.5 118.5 118.5 118.5 Optimum MoisWre 10.5 7.0 7.0 7.0 COMPACTION TEST RESULTS: Compaction (°k) 95 98.5 97 100 Specified Compaction 1°k1 95 95 95 95 ATTENTION: Density tests are valid at the location and elevation oF the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those rested. These tests were performed by K. Ryan. AS A MIITUAL VROTECTION TO CLIENTB, TXE PUBUC, AND OURSELVE8. ALL REPONTS 11PE BUBMITTEC A8 THE CONRCENTIAI PROVlRTY Of Cl1ENT8 1,NC AUTXORb ZATION FOR PUBIICPTION OF STATEMENTS. CONCLUSIONS ON E%TRRCTS FROM OR NEOAROINO OUR REVORTB IB RESERYED PENDINO OUR WRITTEN APPROVAI• Twin Clty Testing Corporation Sfi-222 (&85) By L-' ~i 0m, ~ twin citti+ testinq COfPOfslClOf1 SUITE 220 1355 MENDOTA NFIGMS ROAD MENDOTA HEpFlfg, MN 55120 REPORi OF: DENSITY TESTS OF COMPACTED FILL PROIECT: PI2ZA HUT DATE: September 9, 1988 TOWN CENTRE DRIVE COPIES TO: REPORTED TO: EAGAN, MINNESOTA 1-Tech Builders Inc Box 317 Frattalone Excavating 3066 Spruce Street Fairmont, MN 56031 St. Paul, MN 55117 LABORATORY No. 9112 88-135 TEST NUMBER: 7 g 9 DATE TAKEN: 8-16-88 8-16-88 8-16-88 UNIFIED SOIL CLASSIFICATION: Sand with silt Sand with silt Sand with silt (Moisture-Density Sample Number) and a little and a little and a little gravel, mostly gravel, mostly gravel, mostly fine qrained, fine grained, fine qrained, brown, brown, brown, (SP-SM)-2 (SP-SM)-2 (SP-SM)-2 LUCATION: 12' E& 1' N 20' E& 12' N 15' S 5 10' w of SW corner of SW corner of NE corner of bldg of bldg of bldg DEPTH BELOW FINISHED FLOOR: 1' DEPTH BELOW EXISTING GRADE: 6" 6" 6" FIELD DENSITY DETERMINATION: Method Density in Place 111 Nuclear Density Method "B", ASTM:D2922-81 (#4 Basis) Dry Density IPco 114.5 116.5 114.5 Moisture Content 5.2 5.0. 5.4 Plus i14 Material e(%) 11 10 11 LABORATORY MOISTURE-DENSITY RELATION Of SOIL: Method ASTM:D1557-78, Method "A", (-#4 Hasis) Maximum Dry Density (pco 118.5 118.5 118.5 Optimum Moisture (96) 7.0 7.0 7.0 COMPACTION TEST RESULTS: Compaction (°~6) 96.5 98.5 96.5 Specified Compaction (°k) 95 95 95 ATTENTION: Density tests are valid at the location and elevation of the test oniy. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. These tests were performed by K. Ryan. AS A MUTURL VROTECTION TO CIiENTS. TNE VUBLIC, ANO OURSELVES, ALL REPORTS ARE 8UBM17TED A9 THE CONFlDENTUIL PROPENTY OF CLIENTS AND AUTHORI• TATION FON PueIIGATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REOI.RDINO OUN NEPONTB IS R68EXYED PENDINO OUR WRITTEN AiPROVAL. Twln City Testing Corporatlon sa222 (aras) By ~ a twm attir testinq COfpOr2tlOll SURE 220 ~ r~~+°O~•o,, " 7355MENDOTA NEIGHTS ROAD MENDOTA HEIGHTS, MN 55120 PI2ZA HUT MOISTURE-DENSITY CURVE sAMPLE 140. ~ PROJECT: TOWN CENTRE DRIVE DATE: September 9, 1988 R@ORTW TO: F-AGAN, MINNESOTA CA%K TO: Frattalone Excavating -LABCRATORY NO. 4112 88-135 METFIOD Of SEST: AsTM:D1557-78, rtethod "A" TYPE Of MATERIAL: Clayey sand, mostly fine grained, brown (SC) MAXIMUM DENSITY: 127 .5 lb./cu. ft. OPTIMUM MOISTURE 10.5 % ~..,y_.~ }-t-t-~ -r+-}-~ t j p • . ri t:..}-~.. r . r r ~ . . ~ + L. { - j-F . ~-j- 4. : L ~ - r + . ~T'f-L^!' 1 t ~ l ~ t :"Y .y..i-~-TT• ^T t' ~ Y ~ 1.. T Y. T..~. ; i.ri • _ : : ~ . • , : r ....,_.r. i. 4 ' 128 + ~r 1-~ ~ . 1-tT r +T 7- t .1 ~i-++~r ~ ~t -I-t ~.-rr r t '~r-~-t '"~~-.--~-t r- 4 r. + +-r~ ' °r ~t 27 V ~_f-. „'j-~.l' -tY 'T` y-r••. t 1--}-t .F ~-f-; 4t '-~-Y }-r-L, ~ ~-}-l- ~ ~-Y Lt r " +Y r - --F-' -r -'~-T ~ 1- ~ '"'y.*" , ~ . ~ + . . T ••.~r-. i ' , T ' t 1 ~ i.f~.y~ }i~~ ~ t+T 'r~+ l . F A 1--T'r ~ _T. . •,.y~• ' 1+ ~12 6 r -'+r .•-T- N t r- +-r ~^-h r ~ r` . ~-T +-t T ~~I-Fr•~-• . Z t ~ .i ,a-r;- • } •-i + ~ ~ . ~ ~ ,--~T . 7 " W F1 ~.--r+r1r+~ -+-r ~ '~'rt 4 Y I _ ~.25 ~ , * ~ 1'i"-t'Z'--i ~ .i..~ Y ~ . -~-.-t-. •-•-t . i . ~-j t . r-+ ` 1 ~-ti i ~ r ~ . .-r +ti . ~ i..L. ~r ~ . t-, - •-t _ ~ . T ~ _ : . ~ ~ . +r-«.L : . , ~ .f . . . ~ ~ ~ i ~ , ' ~ ~ , . ~r...-r-. ~ _....-.-.-...r.`.,-. . f 124 « ~ . ; i. , ~ . ~,.,-T . ~-•-rt ~ . °-:-T. s""~ .,..7 i .~.t.;.., .r ~...:.r...:..j_.*. a-.~.:+«.l-I-}- ~i-""fi-j~~;.' , i--F-•.. 8 9 10 w11 12 13 MOISTURE CONTENT % Twin City Testing Corporation By SG-232(2/84) . ! twin citti+ testinq comorarion sUrrE 220 RP 1355 MENDOTA HEIGHTS ROAD MENDOTA HEIGNTS, MN 55120 ~ F. MOISTURE-DENSITY CURVE sAM.LE No. z PIZZA HUT September 9, 1988 PROJKT: TOWN CENTRE DRIVE DATE: R@'ORTED TO: EAGAN, MINNESOTA GOMB TO: FId ttd 1 OP16 .UIBORATORY NO. 4112 88-135 METHOD OF TEST: t+sTM:o1557-78, Method "A" TYPE OF MATERIAL: Sand with si1t, mostly fine grained, brown (SP-SM) MAXIMUM DENSITY: 118.5 lb./cu. ft. OPTIMUM MOISTURE 7.0 % i- 1 i ~ ' 'r r7~T~}----., ' ' ~ . _ .;-l-• -r * * L 1 ~ ++T1t! ~r 4 r. 1_._ .r~~. r ~ .t.. .Y a-t-+•1 i-;, ~ -Z-~r * ~r.fI~.-~~~1-~} ~ .t r ~ y. r f ~ + J.... . y } t.. . . ~ r I rrt- + ~ -t-t + 11 ~ , . . - {}-.~--~~-~.•.•--~'_~-rrt-.+^-~: . . .3 _T~~'~f't'.;..i.i.~ . : ~ . -L-'- • ~ L 'T r r+-rt -r -i-. . -i-+-•-~-'F ._...T.y. . r ; +-r- ..1 ~ ..i.* r--... ~-}-r•~+-t+ r'f T~ t~r Y ~ ~-r t ~t ~ ~'i t rA .-r- ~ }-'f- ~-~-fi• ~--r'-r-~--r ' •--r} -r i.-..- I +--r7. -r .'_r »-•-1-r ~ - ^r . . t ~ i -F- . ~ 11 ~ r . . c~- . . } ~ ~ --r:-., ~ - +~-F-t ~ r ~ .--~T ' r~~ t r - . -r~e j r+r 1 . ~ • ` r' . r~~ ~ + Z G 1 t•_ ' i-~t i * t~ r*"-1 ~ ~ i' ~ rr +.T 11 ~ . . . . . ~.y ' ~ f Q ~ ~--r Y I r ~ . T t . trr ~ t~t. . ~ ' -•-'~f-~.`-i.•--•-• 4-i-a • ~ ~ +.r ~ ~ ~ rt - ~ ? + ~ 4 . . « ~-i-F +F^ ~L-~ ~ _,.T.. ,.t t i Y j"-t 7-' .~+t •-+-y-" " _ _ • r ~-T..•+J- ? r...i .ft..T r+-T-~ L. . - 4 . F ~ F~ i L • t tr"'..:. "'T' .it.j' j.~"'i" I 1 .i' _ .T.. _ . _ _r-T-i-•-~~.; T:_~:.,.:.: : ~ ' ~-i+..`.:-. .~riy..~...' ~ . . . ^!T' ~-~~...I it 5 6 7 8 9 10 MOISTURE CONTENT o/, Twin City Testing Corporation gy ZOZz~ _1--= - - SG-232(2184) . ~ ,t. . City of Eapn Mike Maguire January 29, 2009 MAYOR . Paul Bakken Jim Busscher Peggy Carlson Commercial Plumbing & Heating, Inc. Cyndee Fields 24428 Greenway Ave , Forest Lake, MN 55025 Meg Tilley COUNCIL MEMBEFS RE: 1325 Town Centre Dr (Pizza Hut) rnomas Hed9es Dear Mr. Busscher: CITY AOMINISTRATOR The City of Eagan has completed its review of the information regarding the Gi es Ventless Hood, Model FSH-2 proposed for the Pizza Hut at 1325 Town Centre Dr in Eagan. After discussion with other municipalities, as well as the Chief Building Official and Fire Marshal for Eagan, we have decided not to allow the proposed system. The 2007 Minnesota State Mechanical Code requires a Type I hood for all commercial MUNICIPAL CENTEft food heat processing appliances that produce grease-laden vapors or smoke to exhaust to the exterior (Section 507, Minnesota Rules Chapter 1346). There is an exception in 3830 Pilot Knob Road 507.2 that states Integraf recircufating (ductless) hoods listed, labeled, and installed in Eagan, MN 55122-1810 accordance with UL 197 and Chapter 13 of NFPA 96-2001. The exception does not 651.675.5000 phone apply to the Giles Ventless Hood because the proposed vent system is not integral to 651.675.5012 fax the cooking appliances. The proposed system also requires a strict maintenance 651.454.8535TDD schedule from the manufacturer to operate safely, efficiently, and as designed. Please submit an application and plans for a hood and vent system that will comply with the Minnesota State Mechanical Code. . MAINTENANCE FACILITY sso'i coacnman Poinc Please call me at (651) 675-5677 if you have any questions concerning this letter. We Eagan, MN 55122 sincerely apologize for any inconveniences. 651.675.5300 phone Sincerely, 651.675.5360fau ~ 651.454.8535 TDD Scott Peterson www.cityofeagan.com Building Inspector Cc: Dale Schoeppner, Chief Building Official Dale Wegleitner, Fire Marshal THE LONE OAK TftEE The symbol of strength and growth in our community. ~ , ~ F~'Office,~tlse I City of Ea~aIl ~ ~ Percnit p: ~ I Permit fee: ~ p \ I 3830 Pilot Knob Road l, Eagan MN 55122 I Date Receiv . ~ Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: ~ 2008 MECHANICAL PERMIT APPLICATI N Date: Site Address: Tenant: Sufte RESIDENT / OWNER Name: 1 ZZCL. Phone:Lo51- AddresslCiry/Zip: CONTRACTOR Name: ~)l.cars-\V% ti- License n°~'~~I P('7l % nn Address:'- City: State:V)-W~ Zip: Phone: - Contact Person:61M TYPE OF WORK - New _ Repla ment _ Additional _ Alteration _ Demolition Description of work: ~.5 VCX1 'c-SS NOC~ NOTE; Both roof mo nted and ground mounted mechanlca/ equipment is requlred to be screened by C_Code. -Please contact the Mechanical Inspectoror one of the Pla ers for informafion on rmitted screenfn methods. PERMITTYPE RESIDE TlAL COMMERCIAL Fumace _ New Construction _ Interior Improvement Air Conditi er _ Install Piping _ Processed _ Air Exch ger _ Gas _ Exterior HVAC Unlt ' HVAC units must be screened _ Heat P mp Under / Above ground Tank Insiall Remove) Oth " When installing/removing tank(s), call for inspeclion by Fire Marshal and Plumbin Ins ector RESIDENTIAL FEES: $50.50 Minimum Add-on or al ration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (rePiace eurn out appliances, ductwork, etc.) (inCludes $.50 StBte SUfChdfge) $ TOTALFEE COMMERCIAL FEES: $70.50 Underground ta installation/removal OR Contract Value x t% $50.50 Minimum (incl es State Surcharge) Pertnit Fee - If Permit Fee is less tha 1,000, surcharge is $.50. C - If Permit Fee is >$1,00 surcharge increases by $.50 for each • J~ State SufCharge $7,000 Pertnil Fee (i.e a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). I L.'rJ ~ TOTAL FEE I here6y acknowledge t t this information is complete and accurate; that [he vrork vnll be in conformance with fhe ordinances and codes of the Ciry of Eagan; that I underetand this is not permit, but only an application for a permit, antl work is not to start without a permil; ihat lhe work will be in accoNance wi[h the approved plan in the case of work which requires a review and approval of plans. . x j.- I~rJ~~CI ~ x ~ ApplicanYs Printed Name plicanYs Signature FOR OFFICE USE' Revlewed By: . ~ I- Dat¢s . Required Inspections:~; _Under Ground 'Rough In Air Test ~_Gas Service Test In-floor Heat Final i-----------------, Clty of Eap I Permit#: 3830 Pilot Knob Road j Permit Fee: ' j Eagan MN 55122 - I Phone: (651) 675-5675 ~ Date Received: ~2 a ~ Fax; (651) 675-5694 ~ StaN: 2009 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 2- l~1 Ul SiteAddress: TOYJn Certh'2. C Tenant: Pi3;2A ~k1.'~ 4 13~)1Ll Suite PROPERTY Name: i7Cff{Er Tcici& Phone: OWNER CONTRACTOR Name: l.Vl'YIfV1L'fCi'cil P i °I' tl License 59 Li rool PM Address:L*fZ l".W _ City: ~'OrP~v~LL State:MN Zip: 5~5 Phone:&51-`7L0LI',2_9M ContactPerson: / TYPE OF New Replacement _ Repair _ Rebuild l~ Modify Space _ Work in R.O.W. WORK - - Description of work: PERMIT TYPE COMMERCIAL , _ New Construction Modify Space _ Irrigation System ( yes no) L_ RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to pickina up meter. Domestic: Size & Type Flre: Size & Price 3/4" meter 203.00 Avg. GPM High demand devices? Yes No Flushometers _Yes No COMMERCIAL FEES: d $50.50 M (includes State Surcharge) OR Contrect Value $ I SDU x 1% .T- _ $ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4_$ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 Meter(s) - If Permit Fea is >$1,000, surcharge increases by $.50 for each $1,000 $7,000 Permit Fee (i.e. a$7,D01-$2,000 PertnR Fee requires a$1.00 surcharge). L. 00 State Surcharge Following fees apply when installing a new lawn irrigatlon system. $ water Permit Call ihe Ciry's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ Siate Surcharge TOTAL FEES $ .S O I hereby acknowledge that this infortnation is complete and accurate; thai ihe work will be in conformance with the ardinances and cales of the Ciry of Eagan; that I untlerstantl this is not a partnk, 6ut onty an application tor a permit, and work is not to starl without a permit; [hat 311 work will 6e in accordance with the approvetl plan in the case of work vfiich requires a review and approval of plans. _ 6enw,k skp~- _ AppllcanYs Prlnted Name Appllc Ys Signature ~f °3s,; it s~ i(!!{IIiR1f+i i, FOR UFFICE U E'!C-° ~~k ~ kialE f'~.:a° F t 1~f~~~iH~~i33' d~ W14 3 Requiied Inspe ~an$ "nd~ Gmund ~iough Imf Air Test^„: ~aE 01 - F , < P.RV,,~tequireQ Page 1 of 3 LS V IS Ftd J. 7 2009 ~ , Clty of EaEdIl I Permit#: ~ ~ Permit Fee: zlo. 5b ~ 3830 Pilot Knob Road Ea an MN 55122 ~ 9 j Date Received: ~ Phone: (651) 675-5675 i Pax: (651) 675-5694 ~ Staff: j 2008 MECHANICAL PERMIT APPLICATION Date:JZ Zl'Or SiteAddress:,baJ-VF1S9L"~Sl Tenant: Suite#: J RESIDENT/OWNER Name: t \2'7-0-Phone:kriS1-6W-SK4~A Address / City / Zip: Ot'.? Y1 Cq'f'~Vre_ Z)r. CONTRACTOR Name: 'P il '4- License ; Address:°~~t ~T~e~~'•t~ , Ciry~r'e_S~ ~ 4 StateP _M Zip: Phone:ll,4251"'~)RFSB ContactPerson:C ~t`f1ILL i.CGC-NLr TYPE OF WORK - New _ Replacement _ Additional _ Alteration Demolition ec'°~t~'~aptper~ ~ls7i"e ~e ~t1 lea~ a f ~h%1 ' a~a~ca ns=eo mo PERMITTYPE RESIDENTIAL COMMERClAL Fumace _ New Construction _ Interior Improvement Air Conditioner Install Piping _ Processed _ Air Exchanger _ Gas _ Exte(or HVAC Unit ' HVAC units must be screened _ Heat Pump Under / Above ground Tank L Install / Remove) Other " When installing/removing tank(s), call fa inspecUon 6y Fre Marshal and Plumbin Ins ector RESIDENTlAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 FIfB fBp81f (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTALFEE COMMERCIAL FEES: $70.50 Underground tank installatioNremoval OR Contract Value 0> x 1% $50.50 Minimum (includes State Surcharge) _ $ ~ ~ Cl~ Permi[ Fee - If Permit Fee is less than $7,000, suroharge is $.50. - If Pertnit Fee is >$1,OOQ surcharge increases by $.50 for each .50 State SUrChafge $1,000 Permit Fes (i.e. a$1,007-$2,000 Pertnit Fee requires a$7.00 surcharge). - $-,kQ.SO TOTALFEE I hereby acknovAedge that this inFOrtnation is complete and accurete; that the work will be in confortnance with tfie ordinances and codes of the City of Eaqan; that I untlerstand this is not a pertnR, but only an application for a permit, and wak is not to start wkhoui a permR; rtiat the work will be in accmdance with the approved plan In the case of work which requires a review and approval of plans. . - xJ! Wj X t_ t ApplicanYs Prioted Name plicanYs Signature Q, C~iJS: ieQt t ` ~ afe R pec~" TC" .e.~~~~'..~_~ d'~; b/+ ~C ~ City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: /CC& Permit Fee: �6- t✓( -, Date Received: Staff: 2011 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date: ( 7- f Description Of Work: City Sewer City Water 14lc\t`C� Repair Disconnect Street Address for Proposed Work /3-).'c C..70,,n Name: Phone: OWNER Address / City / Zip: Applicant is: Owner Contractor Licensed Pipelayer k' Master Plumber X f , J Name: f g-f� 5 r c -►s' 4' Address / City / Zip: IS '� jam..,}r7 /lip/ 5 Pipelayer Training Certification Card #: Property Owner Phone: 6 I2 - - a' or Master Plumber License #: I 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. Applicant (Print Name) f nature CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq 416° CityofEaaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 OCT 1 1 2211 Use BLUE or BLACK Ink Fort#: a UsgC)( Permit #: Permit Fee: Date Received: Staff: 2 11 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: /0/11 11 Site Address: 1 3 Z.5 ' 04.1N Ce.N7R� (z - Tenant: Pt co g c- CZ Suite #: J PROPERTY OWNER Phone: Name: 1 A\ C b O ,c< Address / City / Zip: Applicant is: Owner Contractor ;TYPE OF WORK Description of work:-/VST,9 t -L IqeLJ ANS 01- SqSY4i`A 1" k< < t4 liclo Construction Cost: a, 00.0* cre. Estimated Completion Date: 10 1 1 ( CONTRACTOR _ Name: IJO0 11L4 V Fr2E C}' iLIT.N( License #: Address:11O LON d. OA k i City: Ea 6 A State: /1/4"-k. ' Zip: Jr"S 12.. k Phone: 651 "CA S7- es -ss - 5SSContact: Contact: G a.c.. 70t14, C:43 Email: ; 0 u. J - • — /Yl AJ . C.o/Yt FIRE PERMIT TYPE Sprinkler System (# of heads ) WORK TYPE ✓IVew_ Addition Fir mp Standpipe_ 12./ o 7_ Alterations Remodel _ Other: AtAJ St., L _ _ Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES $55.00 Minimum (includes State Surcharge) OR $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) Contract Value $ (.9`, 0 40. d 1% - If the Permit Fee is Tess than = $ 50 •ilz--) Permit Fee Fee - If the Permit Fee is > $10,010, (i.e. a $10,010-$11,010 Permit = $ v-" Surcharge = $ J5S-'• TOTAL FEE 3/4" Displacement Fire Meter - $204.00 = $ 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 a approval of plans. Applicant's Printed Name /own 0c -n'% Dtz_, /6)/547 CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.org FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Cl1�c�- -666-(v6_( C!tyofEaau f41 5 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use / Permit#: / C/6 z-4, Permit Fee: Date Received: Staff: J 2011 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 10/11/11 Site Address: 1325 Town Centre Dr. Tenant: Taco Bell Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: Add sprinkler head in trash room Construction Cost: $800.00 Estimated Completion Date: 10/11/11 iCT Name: Escape Fire Protection Address: 3020 Centerville Rd. State: MN Zip: 55117 Contact: Brian Weber Phone: License #: C-086 City: Little Canada 651-771-8874 Ema I: brian@escapefire.com FIRE PERMIT TYPE X Sprinkler System (# of heads 1 ) Fire Pump _ Standpipe Other: WORK TYPE New Addition Alterations Remodel X Other: add head off domestic (non sprinklered bldg.) DESCRIPTION OF WORK: X Commercial _ Residential _ Educational FEES $55.00 Minimum (includes State Surcharge) OR - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee, (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Contract Value $ x 1% _ $ Permit Fee _ $ Surcharge = $ TOTAL FEE 3/4" Displacement Fire Meter - $204.00 =$ _ $ 55.00 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 Brian Weber Applicant's Printed Name Applicant's Signature / � 2 5 loom Ce4te& 0�-- /6/6W CALL BEFORE YOU DIG. Call Gopher State One CaII 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 Date: City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED MAR 232012 Use BLUE or BLACK Ink For: e `C` --P Permitit ##: Ce - 3 -23-120E1 Permit Z - Permit Fee: Date Received: Staff: 2012 COMMERCIAL BUILDING PERMIT APPLICATION Site Address: 13 LY, e ft P1.4 iit. Tenant Name: 1 to gel( J (Tenant is: New / /' Existing) Suite #: h/W Former Tenant: ARCHITECT/ ENGINEER_. Name: (Jet RZCi& Phone: ~163-42°7- 2 of CS- -Address / City / Zip: q(p'.J Deu-}U ✓ Av i e N told l V EL141,0 551127 Applicant is: Owner Contractor Description of work: (n5 11 9,i of $' tii5h Q1b», (wiser of Construction Cost: 4 a 60 '� Cf+1 Name: ,c9f Ur 111 F.emui 3uthor 171°1 MOdIS A 5 r&f Ne City: Phticapous State: r10 Zip: 5-511.3 Contact: 4 Ili 012€ - - Email: Address: License #: Phone: C 12- • 7 ' $ -417-1 rtoI.cot Name: `y ,� IA!moi Registration #: Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Il/o Phone #: _ NOTE: Plans and supporting documents that you submit are considered to be public information. Portions o the information may be classified as non-public if you provide specific reasons that would permit the City conclude that they are trade secrets CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in codes of the City of Eagan; that I understand this is not a permit, but only an application permit; that the work will be in accordance with the approved plan in the case of work x nay) f)avis Applicant's Printed Name x ormance with the ordinances and and work is not to start without a a review and approval of plans. Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE /03'13 SUB TYPES Foundation /Commercial / Industrial Apartments Miscellaneous _ Public Facility Accessory Building _ Greenhouse / Tent Antennae WORK TYPES New _ Interior Improvement Addition X Exterior Improvement Alteration Repair Replace Water Damage Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100%%*) Census Code # of Units # of Buildings Type of Construction 4000 0 0 ✓B REQUIRED INSPECTIONS _ Footings (New Building) _ Footings (Deck) _ Footings (Addition) Foundation Drain Tile Occupancy Code Edition Zoning Stories Square Feet Length Width _ Roof: _Decking Insulation _Ice & Water Final Framing _ Fireplace: _Rough In _Air Test Final Insulation Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: Yes /No _ Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair _ Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant U (vee) 6.07 11145e. MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: Footings Air/Gas Tests _Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Erosion Control Reviewed By: COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality , Building Inspector Reviewed By:— /P5.2 -Ar Z.• -e G7. FI Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 4/ 7 7 . 3.6 , Planning Page 2 of 3 «us t .v E v 2 � G � , s s q i=tilk d r n t w h9 " C Z4n4ng t fir. 4, _WAT, _ ;bv,. r - + .,3 ,!;. _. { t t � ? -dig;. A� 8 6 My kce/ « +try . a , _ . - , z a. 1�K1Ar1: +e�i. ti 4- f Y r R 4 Use BLUE or BLACK Ink r O F l For Office Use '4 Permit u 90 .0 0 Permit Fee: o r * Date Received: /,?-6 Staff: 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I buildinginspections(Wcityofeagan.com 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 11/30/17 Site Address: 1325 Town Center Drive Tenant: Taco Bell 27586 Town Center Suite#: Property - Owner Name: Border Foods CompaniesPhone: (763)489-2915 Name: Legend Mechanical, Inc. License#: PC643650 Contractor Address: 12467 Boone Ave,Suite 1 City: Savage State: MN Zip: 55378 Phone: (952)818-8500 Email: scoff.danielson@legendcompanies.com Type of Work ✓ New Replacement Repair Rebuild Modify Space _Work in R.O.W. Description of work: Install(2)RPZ's COMMERCIAL New Construction Modify Space Irrigation System( yes/I no)(I RPZ/_PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller sizeallowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to pickina uo meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes No COMMERCIAL FEES Contract Value$3390 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) =$ 60 Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 60 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 _$60 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.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and cod 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 witho ermit;tha work will be in ordance with the approved plan in the case of work which requires a review and approval of plans. x Scott Danielson x 6 Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved By: Date: Required Inspections: _Under Ground _Rough-In Air Test Gas Test Final PRV Required:_Yes_No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3