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1287 Town Centre Dr ; ' CITY OF EAGAN ~ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH O N E: 454-8100 BUILDIN PERMIT Receipt # To be used for Est. Value ' •Date ,19 3ite Address OFFICE USE ONLY Lot Bf oCk SeC/Sub. '1 ` 7` ~1 On 5ite Sewage _ Occupency MWCC System _ Zoninp ParCel NO. On Site Well _ Type of Const City Water _ (Actual) a Narfte (Allowable) W . * O/ S10f1e8 3 Address , Length ° City Phone Depth S.F. Total , p Name Footprint S.F. ~ ~ Address APPROVAL5 FEES ~ City Phone Asaessments _ Permlt Water/Sewer 5urcharge ~ W Name Police _ Plan Review = o Address Fire _ SAC, City 0 Engr. _ SAC, MWCC `W City Phone Planner _ WaterConn. , Council _ Water Meter ' I hereby eCknowledge that I have read this application and state Bldg. OtE _ Road Unit that the information is correct and agree to comply with all applicable APC _ Treatment P1 State of Minnesota Statutes and City of Eagan Ordinances. Variance _ Parks Copies Signature of Permittee TOTAL A Building Permit is issued to: on thQ express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances Building Official _ Permit No. Permit Holder Date Telsphone it 7,/ 7/.. Plumbing H.v.aC. Electric seftefler , ~ ~ ~ 5 a 9/~ 7 ~ ° ° Inapectfon Date Insp. Comments Footings I Faotings II Foundation Framing farr a ~ ~l ZV. xfV Roofing e 7 Rough Pibg. f - . ~ ~ • ~ 'R gh Htg. Isul. Fireplace _ y T 7 leg)~ Final Htg. , 7 Final Plb~. ~ T g7 ; q+ Bldg. Final ~ Cert. Occ. . Temp. LP "~~~j~f'~ ~w<. Deck i tg. " Deck Frmg. . - Vliell 0 4 7 - 7+.s ~ Pr. DisP• ~v r~ !,lw~..f i•iGI .f ' :lw~? C. n.r ~ y ~ $'T,~,ij ,f~, ~r4 f~r~r r~`+s• . IPiv) TM • : . . . . , _ . . . . ~ ~ ,f,s.-j~r . • . ' PERMIT # ' PLUMBING PERMIT RECEIPT # CITY OF EAGAN c' ~ 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: f 7 COMTRACT PRICE I i J~e- PHONE: 454-8100 Site Address ~ C"'• BLDG. TYPE WORK DESCRIPTION Lot / Block Sec/Sub Res. New Mult. Add-on y Name Comm. -r Repair m Address ~ Other c City j~ '4„~.,,~ Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Name - Water Closet - $3.00 $ ` Bath Tubs - $3.00 ' 3 Address Lavatory - $3.00 O citY Phone Shower - $3.00 Kitchen Sink - $3.00 FEES UrinaliBidet - $3.00 COMM/IND FEE - 1% OF CONTRACT FEE Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES Floor Drains -$1.50 TOWNHOUSE 8 CONDO - RES. RATE APPLIES Water Heater -$1.5o MINIMUM - RESIDENTIAL FEE - $12.00 Whirlpool - $3.00 . MINIMUM - COMM/IND FEE -$20.00 Gas Piping Outlets -$1.50 STATE SURCHARGE PER PERMIT - .50 (MINIMUM - 1 PEli PERMIT) (ADD $.50 S/C IF PERMIT PRICE GOES Softener -$5.00 BEYjOAID $1,000.00) Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 ' SIC"iNATU E dE PERMITIE FEE: ~ ~i/ ~3, 1 STATES/C' FOR: CITY OF EAGAN GRAND TOTAL 1^'rT' 'Tl' 1Nt . _ 1` . ti _ S: .7 ~a.i..ir 4f . {i~7:, ::y• Y °T jl'~ . . , ~ . . . PERMIT # ' MECHANICAL PERMIT RECEIPT # 7 f GTY OF EAGAN ~ 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: s- 8 B? CONTRACT PRICE PHONE 454-6100 Site Address -2 rlv-C biL BLDG. T1fPE WORK DESCRIPTION Lot Biock Z Sec/gub , Res. New 4) Name Mult Add-on Address 4 Aldk~k E ~ ' Comm. Repair c City L. r96 145- Mw1. Phoney $UOa pther - .5 5/0q Name EAJ TI.Ac K t'9)E D CH 1c FEES ~ c Address aj ' RES. HVAC 0-100 M BTU -$24.00 p Ciry Ea~d /Y1 NPhone ADOITIONAL 50 M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00 ADDITIONAL 6 M BTU - 6.00 _NPE OF WORK GAS OUTLETS - 1.50 EA. i Erced Air,> M BTU COMM/IND FEE - Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00 LAir Cond. M BTU STATE SURCHARGE PER PERMIT - .50 CVent : CFM (aDD $.50 S1C IF PERMIT PRICE GOES , BEYOND $1,000.00) Gas Piping OuUgfs # Other ' " 70 FEE / S/C: ' SIGNATURE OF PERMfTTEE TOTAL: • FOR: CfTY OF EAGAN T er#if irate of (Orrupanry titp of (ilagan Erpartmptct of thrOmg lWrrtinn This Certi, ficate issued pursuant to the requiremenls of Section 306 of the Unifonn Building Code certijying that at the time ojisstrance this structure was in compliance with tke various ordinances of the City reguluting building conrtraclion or use. For the foJlowing.• UN aR366codm ~'F: '~'u;: I•.: _ • .i='T'~~'~ ~Y~ : ffiag. Pennk rb. - omupncy 7ype zooing oiatria Type Canu. Owmr of &ulding : MAMA' Jc IC. - Addraa e~,~ nm~ e? ~.C7i~!°i (~1"Ti i2t: IU!'.Ti'G IC7WPi iL~ Y~; _ " f• ptc 1ilTY 10,, )487 &Hlmme oacw POST IN A CONSPICUOUS PLACE DATE April 28, 1987 Your Sewer and Water Permit for 1287 Town Centre Drive cannot be completed for the following reason: Town Centre 70 7th has not been ok'd for hook-ups as of yet. We need three sets of Utility Permit Plans. When these two items are taken care of, I will complete the permit. Diane Downs ` City of Eagan, Water Department 1 454-8100 ~P' /7V KENTGGKY FR'!.ED CHICKEN CITY OF EAGAN . N o_ 13452 3830 Pilot Knob Road, P.O. Box 21 •199, Eagan, MN 55121 BUILDING PERMIT PHONE:454•8100 Receiptu 9a yW To be used for RESTAliRANT Est. Value $236, 900 Date APRIL 10 ,1987 Site Address 1287 TOWN CENTRE DR OFFICE USE ONLY 1 1 TOWN CENTRE 70 p`~ On Site Sewage Occupancy A3 Lot 81ock Sec/Sub. r MWCCSystem Zoning csc Parcel No. On Site well Type of Const City Water X (qctual) --Vn- a Name DELARIA'S KITCHEN, INC. (Allowable) Vn z Address 12 OAKS CTR. , STE 809 n of Srories } o WAYZATA 475-3700 ~engtn ~ City Phone oepth ~ S.F. Total p Name ANTCO CONSTRliCTION CO FootprintS.F. _2,632 Address 4175 LOVELL RD pppqOVALS FEES , City LEXINGTON Phone 780-1942 (Harold) qssessments _ Permit $ 914.00 Water/Sewer Surcharge 118.00 ~w Name H. CARLETON GODSEY Police _ PlanReview l.57_00 1311 S 3RD ST Fire _ snc,city 300.00 X. AddfeSS Engr. _ SAC,MWCC 1,575 00 aw City LOUISVILLE phone 502/583-6611 planner _ WaterConn. N/A ItT . Council Water Meter ~/A I hereby acknowledge that I have read thia application and state BICg.O(f. _ Road Unit 604•04 thettheinformationisCOnectendagreetocompl withallapplicable APC _ TreatmentPl 5W.00 State of MinnesotaStatutea n City a r es. Variance _ Perks 1,274•00 Copies SignatureofPermittee TOTAI ~5.782.00 A Building Permit is issued fo: ANTCO CONS CTION CO on the express condltion that all work shall be done in accordance with aMll plicable State/ f9Minn~esota Statutes and Ciry of Eagan Ordinance& Building Official ~ -51REQUEST FOR tLECTRICAL INSPECTION Es-ooooi-as Af§k Sae instruexiona for comoietiny thia form on beck o7 yellow copv ff.-,: f~ "X" Below Work Covered by This Request ' jNsv4AddI flBP. Typg OI BYlltling ApPlianCef WirsA Equipmenl Wire4 Home Range Temporary Service Duplex Water Heater Ligh[in,y Fixtures Apt. Building Dfyer Electnc He2tin Commeroial Bldg. Fumaca Silo Unloader Industrial BIAg. Air Conditioner Bulk Milk Tank Farm t er peci y (hpr (SOecify) ' t .r Uccify thCr Other ompute nspection Fee Below N Fee ServiceEMrenee5ize q Fee Faeders/5ubtaede.s # Fee Circuits 0 to 200 Am s 0 to 30 Am s 0 to 30 Am S- Above 200 Amps hnig!° 31 ta 100 Amps 31 to 100 AnVs Swimming POOI ~ Above 100-Am s A6ove 100_Am s Transrormers Irngation Booms So Panial-'Other Fee Signs Speciallnspection o S Pemerks~~9S TOT EE ' c 3 flauah-in ~ o~~e i. tne . ' ~C/' rl~p Inspector, hereby I certifv tM, the above Final ~ ~ sDection hee been da. tniarequesivoidlBmonlnsfrom ~ ihimanthsiromie ~ 96 544 Rdquast Date Fire No. flouph-in Inspectian Q R qu retl7 ~fleady Now ill NotifY. InsVec- ~~4 ~`D7 es ?NO tor When Ready Ckificens'ed Elecnical Comractor 1 hereb re y yuest inspaetion ot ebava Owner electrical work installad et: Sireet Address, Box or Route No. Ciry o~g OWY) C'([n~ .V~ GA '~'(1 ecuon o. Townshio Name or No. Ranee o. Comrty KoA . OccuOanIIPPINTI Phone No. €6,-1u Gl~ ~ ~ CN11c'~en Sa- 7 ower $upplier Atldress z:z c, Elecuical Conirector (COmpany Name) Contramor's License No. Standard Electric Co. 40837 Mailinw Address IContractor or Owner Makine lnsiailacionl 2672 Ma lewood Dre, Maplewood, Mn 55109 AuMorizetl SiB re oniraclor ner Making Installation) 1 Phone Number • 484-8044 MINNESOTA STATE 8 Of ELECTIIICITV TNIS INSPEGTION qEQUEST WILL NOT ~.~ipBS-Midway Bltlg oam N-781 BE ACCEPTED BY THE STATE BOARD UNLESS PPOPEP INSPECTION FEE IS 7821 Universifv Ave.. 8t. Paul, MN 56104 Phone (612) 642-0600 ENCLOSED. IEQUEST FOR EL•ECTRICAL INSPECTION es-ooooi-os j See inshuctions br completinp this form on back of yellow copy. ~ "X" Below Work Covered by 7his Request FtlA Beo. TVUe ol Buiitline Apoliancea Wked EQUiVn,ant Wire!f Home Range Tempprary Service Duplex Water Heater Lightiny Fixtures Apt. BuilAing Dryer Electric Heaun Commercial Bldg. furnace Silo Unluader Industrial Bldg. Air Conditionet Bulk Milk Tenk Farm Ome.t oe6 v mer (snpciiy) t .r ur.citv iner Other ompute lnspection Fee Below p Fee ServiceEn[raneaSize B Fae =00- eders tt Fea Circuits U to 200 qm s 0 to 30 Ain s Above 200 qmps. ps 31 to 100 A s Swimming Pool Amps Above 100_P.m ' Transiormers ms Nemarks $igns ct ion TOTAL P .n /~~e0 Pough-in, Dnta I.the Elactricxl - Insoeccar, herabV certily t1a1 the xbova Final ~ DaW 7e'rspectian has been ~aa. ThIerepueslvolEtemontMlrom~n9,~~~,/ • Y' (^.~.,ev 2 9/9 ? 7-1/08~2 r+ ,C l/'l ,i/~' I r/O "76 ai Reque. - IFire No, Rouph-in InsVeclion Ren~iretl? ~ ~eadY Nuw C]W~11 Notitv ~~spec- 4 ~ ?yes No ~nr When Featlv Licensed Electrical Contractor I hereby request inspection of ebova Owner elechical work inslalled aL Streat AAAress, Bo> ~or /Ra'ute No. Citv AoZ'g 7 p w'Y1 CEvOk 'E1r1 ectmn o. iownship Name or Nn. Range No. Cow~ly OccuGant IPNINTI Phone No. . /11~~ . -/37/ Power Suppliar Address ~ ~c/q G/ 5'00 0~0~ l.(.t~ fnK~ v Elecvical Convaclor ICompany Namel ConVar,mr's License No. Standard Electric Co. 40837 Mailing AdJress ICOntractor or Owner Making InstailatioM 2672 Ma lewood Dr., Ma ewood, Mn 55109 Authorized S. re tm~Ow Makine histallatinnl Phone Number 484-8044 MINNESOTA TE BOA OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-MiOwey Bidg. - oom N-191 BE ACCEPTED BY THE STATE BOARD 1627 Universitv Ave.. St. Peul. MN 55104 UNLESS PROPER INSPECTION FEE IS Phone(612)642-OB00 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION Ea-ooooi-os 1 See instructions for completinq this forry on batk of Yellow capy. D9 3'~ "X" Below Work Covered by 7his Reqaest gmi uil~ing AppliOncee Wiretl EqoipmeM Wire!f Range Temp orary Service Water Heater Liyhtiny Fixtwes in~ Dryer Electric Heahn al BIAy. Fumace Silo Unloader Bldg. Air Corxlitioner Bulk Milk Tank o~her 1ne" 5pr.c'fy1 ci y ~her Oth.r ompute lnspection fee Below p Fee ServiceEnlrence$ixe b Pee Fanders/Subfeetlers N Fen Ctrcuits 0 to 200 qm s 0 to 30 qm s ' 0 tn 30 Am s Above 200 qmps 31 to 100 Amps 31 to 100 qm s Swimming Pool Above 100-Amps Ahove 100_Amps Transformers Irrigation Boort~s Partial"Other Fee _ Signs Special Inspection grO TOT F errwrks f 6' NouBh-in Dn~e 1. the InsPeclor, Aereby ~ cartify that the above Final r Lr, nspectipn hes been N~j metle. TNa reQUest voiA 18 montha irom ,.est yola ~/S 7 7G ta mon~ns f,om D 19236 Rxquest Date I fire No. Rough-in InsUer,tion Renwretl? eatly Nuw Q Will Notity Inspec- ?~es ~No Ior Whe;n Ready Licensed ElecVical Contractor I heraby reauast inspection oi ebove ~ Ownef electrical work installed av Strent Address, 6om ar Route ~ n t .1 C/L~/AJ ecLOn o. Township Name or No. Range No. C ~y ~ Occu sntlPqlNTI Phone No, l-uG Power SupDlier Atldress Electrical Cnnvnetm ICo a y Name) ConVacmrs License Nn. ~~.1--L--~ 4t' 373 Mailinp AdJ ss (CO ctor or Owner MakinB Instailation) '41a~ ~l Authorizetl racto 1. ' g Insta lationl Phonr. JNumbor l~L ~YJ M A STATE BOAAU. CTR ITY iMIS INSPECTION REQUEST WILL NOT Grie9s-Midwey Bldg. - Boom N-197 BE ACCEPTED 9Y THE STqTE BOAPD 1821 Universitv Ave.. St. Paul. MN 56109 UNLESS PNOPEfl INSVECTION FEE IS Phone(612)642-0800 ENClOSEO. ~ es-ooooi-op-s'/ REQUEST FOR ELECTRICAL INSPECTION (LIV: ~ See instructlaSs for complRing this form on back of yellow copY. "X" Befow Work Covered by This Request Ne Add Rep. Type of Building ""RWIances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heatin Apt. Building Dryer Load Management Comm./Industrial Furnace Othar (Specif ) Farm Air Conditioner Other (specily) Conlraclor's Remarks'. h, ti !aA LLt^('j' 8U 1~.~ W Lt ZLa-t~~7CC n $ 4 Compute inspection Fee Belaw: rh {.p j~~ ,.L-4 ~ yL4 # Other Fee N Service Entrance Size Fea '10 Circuits/Feeders Fee Swimmin Pool 0 to 200 Amps o700 Amps Transformers Above 200-Am s Amps Signs Inspector's Use Onty: T pL ~o Irrioation Booms S ecial Inspection AIarMCommunication THIS INSTALLATION MAV BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector, hereby Roughin oate certify that the above inspection has Finai ~ oate YS'i 6een made. ~ OFFICE USE ONLY ~ This raquest vaitl 18 monihs irwn 0- 89 75 0 - /-J• - ~ ~or~~' Fequ Dat Fire . ough-In Inspection Requlretl Inspeaion Other Than Rauqh-In (VOU must call inspeclor when ready) Da ady Now ~ Will Notify Inspeclor ? Ves o Reatl I licensed contractor ?owner here6y request inspection of above alectrical work at: JoD Atldress (Sheet, Box or Route Na.) City $ection No. Township Name or No. Fenge No. Counry Occupanl(PRINn Phone No. u~.-~1..~..71 !~1 V/~ ~ lc-?.-CJl1 Pow , Supplier AtlOress Eleclncal Concracror (COmpany Name) Conrcector's License No. Altht, L Mailing Adtlress (ConVecior or Owner king Ins Ilaiion) AuMonzeC Signeture (COniractor/ er Making InsWllation) Phone Number _ -2s-1(y MINNESOTA ATE BOARU OF ELECMICITY I THIS INSPECTION REQUEST WILL NOT Grigga-Midvray Bldg. - Hoom 5-128 { BE ACCEPTED BV THE STATE BOARD 1821 Univeretty Ave., SC Paul, MN 55/0C II I. I~I III I II UNLESS PROPER INSPECTION FEE IS Phone(613) 2-0800 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION re^s/-ooo~o X-o/s Ece instmctiore tor compixlig n lhis brm on back of yellaw copy. ~ e- 1? 10. L~ y ~ V f~ ~VV ~~v "X" '8 /e ow VL'ork Covered by This Request Ne Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heating Apt Building Dryer load Management Comm./Industrial Furnace Other (Specify) Farm Air Conditioner other(speciry) ComracbrsRemarks p t',(~ ~~G : Q "l~ e~f..~M„^ A~ a Allit j Co'~LC.~eP Compure nspectian Fee Below: 9.'~ ~tP# ~e.w~dd yt~ ~1N4.d~~Co~ Jf Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps ~ 0 to 100 Amps Transformers Above 200 Amps . ou 100 -Amps Signs inspecmrs use onry: v~ TOTA ~ Irrigation Booms .Z, Special Ins ection Alarm/Communication THIS INSTALLATION MAyY BE Q D7E0 DISCONNECTED IF NOT Other Fee COMPLETED WITFJI MO 7 I, the ElecMcal Inspector, hereby Rough-in Date certity that the above inspection has Finai r oa~@~ ~ ~ been made. f OFFICE USE ONLY ` This requasl void 18 months tmm 0- ,7,002 Requ t Oa(e Fire o. Raugn-In Inspection Fequiretl Inspection Olher Than Rough-In (YOU musl call Inspedor when reatly) ~ Reatly Now [3 Will Notiry inspector ? Ves No Dfl~e Reatl 1 54 licensed contractor ?owner hereby request inspection of above electrical work at Job_40tlre1ss ($~Ireet, eox or R~oue NoJ Clly 1oC 97 ~ I n C #n/ SecVbn No. Township Name or No. Renge No. Counry Occupant (PRINT) Phone Na. ~77 PowerSUpplier Atltlress ElecVital Contractor (Company Neme) Coniractors License No. ! PY? cr~o - / 6 f Mailing Atltlress (Conlraclor or Owner Making Installation) 0 ~ Aulhonzetl SignaWre (COnlreclodOwner Making InstallaHOn) hone Number A .to' `fN -a < MINNESOTA STATE BOAFO OF ELECTpICRY THI$ INSPECTI REQUEST WILL NOT Griggs-Midway BIOg. - Raom 5-128 BE ACCEPTEO BY THE STATE BOARD 1821 Phone (6 R) 662 pgpp5t Peul, MN 55100 ~I UNLESS PROPER INSPECTION FEE IS ENCLOSED. • ` FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete seu of drawings and specifications cut sheets on materials and co onents to be used Date `Z / V~) Site Address: vZc?;l Tenant / Building Name: The Applicant is: _ Owner ~ Contractor Other PROPERTY OWNER ~~y l l I~1t 1 DEC 1 LUUJ ° Address: City: By State: Zip: CONTRACTOR MN License No. Address: \~"Zp ~ ~A • ~5.~ City: State: ~~1n Zip: 55\\p~ Phone#: ~Dr'J\ y~~'~1•sq03 ESTIMATED COMPLETION DATE: / / D~ _ FIRE PERMIT TYPE:x Sprinkler System of heads ~DZ) Fire Pump _ Standpipe Other: i'~ KCU~~Q- 61~) ~~(L~~~~~.CLS.S WORK TYPE: _ New Addition ~ Alterations _ Remodel Other: DESCRIPTION OF WORK: X Commercial _ Residential _ Educational Other: PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ x Al% _ $ PermitFee • If Permit Fee is $1,000 or less, add $.50 $ . J~ State Surchazge If Permit Fee is over $1,000, add $30 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ 5 L7 o I hereby apply for a Fire 3uppression System permit and acknowledge that the information is complete and accurate; that the wark 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. App canYs 'nted Name Ap ' e Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alann Drain Test Rough In _ Trip _ Pump Test Central Station Final Conditions of Issuance: Permit Approved by: `~J~A,~,pT~, ~ Date: ~ . _ , r . . i TO: ARNIE ERHART, SUPERINTENDENT OF STREETS & EQUIPMENT #1 S BOB KRIHA, UTII,ITY CONSTRUCTION INSPECTOR DALE WEGLEITNER, FII2E AZARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JAMIE VERBRUGGE, ASSISTANT CITY ADMINISTRATOR JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, SENIOR PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORK5 TOM PEPPER, CHIEF FINANCIAL OFFICER FROM: MIKE LENCE, SENIOR INSPECTOR DATE: JANUARY 4, 2003 RE: PLAN REVIEW - KFC REMODEL AND ADDITION 1287 TOWN CENTRE DRIVE LOT 1 BLOCK 1 TOWN CENTRE 73RD The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you haue any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• Indicate any fees that are to be collected with the building pernut: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required Signature Date lo.~.c', M 1 N N E S 0 i A ' DEPARTMENiofNEALiH Protecting, maintaining and impraving tbe healtb of ald MinnesoGtns December 31, 2002 Patrick McGeegan Architect P.O. 8ox 5845 810 South Vista Avenue Boise. Idaho 83705-0845 GentlemeNLadies: Subject: Food and Beverage Equipment at KFC Restaurant Remodel, Eagan, Dakota County, Minnesota, Plan No. 032017 We are enclosing a copy of our report covering an examination of plans and specifiications on the above-designated project. The plans and specifications appear to be in general compliance with the standards of this department. Please see the enclosed report for adtlitional changes antl/or comments. Also enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. It is the project owner's responsibility to retain the plans at the project location. 7his 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. Pamela Steinbach with our Metro district ofifice at 651/632-5147 in order to arrange fior a final on-site inspection. If you have any questions in regard to the information contained in this report, please contact me at 651/215-0862. Sincerely, S Steve Craig Public Health Sanitarian Environmental Health Services P.O. Box 64975 St. Paul, Minnesota 55164-0975 SJC:jIr Enclosure cc: Mr. Dirk House, Plumbing Inspector Ms. Pamela Steinbach, Minnesota Department of Health General Informadon: (651) 215-5800 e TDD/TTY: (651) 215-8980 + Minnesota Relay Service: (800) 6273529 m www.health.state.mn.us For directions to any oFthe MDH locarions, call (651) 215-5800 m M equal opportunity employer I MINNESOTA DEPARTMENT OF HE9LTH,,... Division of Environmental Health REPORT ON PLANS Plans and specifications on food and beverage equipment: KFC Restaurant Remodel, Plan No. 032017 Location: 1287 Town Centre Drive, Eagan, Dakota County, Minnesota Date Examined: Oecember 31, 2002 Date Received: December 27, 2002 Submitted by: Patrick McGeegan Architect, P.O. Box 5845, 810 South Vista Avenue, Boise, Idaho 83705-0845 Ownership: The following are corrections or requests for additional information necessary before construction of your project: 1. Food and Beverage service equipment must meet the applicable standards of NSF International. Evaluation to these.standards by ETL and UL are also approved. The proper sticker must be displayed. 2. Primary food preparation surfaces (tables/counters) must be of stainless steel construction in compliance with Standard No. 2 of NSF International. 3. Provide an NSF approved ventilation hood over cooking equipment which will capture and eliminate moisture, vapors, smoke, fumes and grease laden vapors. Also, the requirements of the Minnesota Uniform Mechanical Code(section 2000) covering commercial kitchen ventilation systems must also be met. Ventilation hoods must overhang the cooking line by at least six inches on both ends. 4. Provide a minimum of a three-compartment sink meeting the applicable standards of NSF International with two integrally attached drainboards ir the utensil washing area. Bar glass washing sinks are not acceptable for food utensil washing and sanitizing. Sink bowls must be large enough to accept the largest utensil to be cleaned. 5. Provide and routinely use a chemical test kit to determine the strength of the sanitizing agent in the final rinse water of the three-compartment utensil washing sink. 6. Wall surfaces in food preparation, dishwashing and storage areas shall be smooth, light colored, easily cleanable and nonabsorbent to the highest level of splash or spray. a. Sheetrock with an enamel paint finish meets the minimum standards for nonsplash and dry storage areas. KFC Restaurant Remodel -2- December 31, 2002 • Food and Beverage Equipment Plan No. 032017 b. Wall surfaces in splash zones or high moisture areas such as dishwashing, hand and janitorial sink areas, etc., must be finished with durable, nonabsorbent materials such as: 1) a fiber glass reinforced panel (such as Glasbord or similar product), or 2) ceramic tile. c. Stainless steel or equivalent materials should be installed behind the cooking line. 7. Approved walk-in flooring material includes: a. properly installed quarry tile or ceramic b. a factory provided metal floor 8. All equipment must be installed so that it is easily cleanable, that is, either easily movable, sealed in place or having sufficient epace surrounding the unit to clean in place. 9. All artificial lighting fixtures located in food preparation areas, food storage areas, dishwashing areas and walk-ins shall be effectively shielded to prevent glass breakage onto food or food contact surfaces. Install a sufficient number of vapor-proof light fixtures in the walk-in cooler and/or freezer to provide a minimum of 10 foot-candles of light throughout the unit(s). 10. Custom made food and beverage equipment shall be constructed to meet NSF International Standards, and be manufactured by an authorized fabricator. 11. Hollow base cabinetry is not approved. Cabinetry must be on 6 inch legs for easy cleaning, or on solid concrete pedestals. 12. Provide handsinks convenient to all prep and dishwashing areas. Approved: S eve Craig Public Health Sanitarian Environmental Health Services P.O. Bax 64975 St. Paul. Minnesota 55164-0975 Godsey Associates Architects August 6, 2002 Mr. Dale Schoeppner, Head Building dfficial C ity of Eagan 3830 Pilot Knob Road V1A Facsimile (651)681-4694 Eagan, Minnesota 55122 Dear Mr. Schceppner, Thank you for taking my telephone call today and talking with me. As we discussed, please allow Mr. Steve Saunders access ro the prints of the KenWcky Fried Chicken Store thut we designed many years ago in the city of 6agan. We have spoken with Mr. Suanders and we give you our permission to allow Mr. Saundars access to these drawings. Should you have any questions, pleasa let me know. Vary truly yours, iates rchitects, Inc. Rick Godsey Principal I 207 West Market Streat Louiaville, KY 40202-1333 Tel (502) 583-6611 Paz (502) 5844537 TO'd i00'oN T5~:ST Z0.90 BpG L~Sb-b8S-ZOS~~31 Sl,HDNd S.DOSStI t.3SQ09 L257 785 Za5 . ; ~ 1987 BIIILDING PE ~ RMIT APPLICATIO - CITY OF SAGAN SINGLE FAMILY DWELLINGS IACLDDi 2 SETS OF PLAPS, 3 CERTIFICATSS OF SQBVEY, 1 SST OF ENERGY CALCQLATIOHS NOT~: ADDRESSES FOB COHNER LOTS - CONTRACTOR/HOMEOiINEE MQST DESIGAITE WHICH ADDBESS ~ IS DFSIRSD. NO CHANGSS TdILL BE ALLOWED OHCE BIIILDING PERMIT IS ISSDED. MQLTIPLE DfdELLINGS - R&SZDENTIAL HSNTAL IIHITS FOR SALE OHITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SDRVEY - CHECg W'ITH BLDG. DBPT., 7 SET OF ENERGY CALCULATIONS COf4ERCIAi: INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIDNS 9ND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: Restaurant ValuaEion: $a36-1a66'0B Date: MarCh 24, 1987 Site Address 1287 Town Center Drive OFFICE OSE ONLY Lot ~ Block ~ On Site Sewage_ Oceupaney A•~j MWCC System ? Zoning LS G Parcel/Sub 1oWN6,L=j4 7n -7~ On Site Well Type of Const City Water ? (Actual) ~6J Owner DeLaria's Kitchen, Inc. (Ailowable) 'Z 0 # of Stories I Address 12 Oaks Center, Suite 809 Length 31 _ Depth aZ City/Zip Code Wayzata, MN 55391 S.F. Total 475-3700 Footprint S.F. 2(030 Phone 6PPROVALS FSgS Contraetor Antco Construction Co. Assessments 'Permit 4175 Lovell Road Water/Sewer Surcharge (11~. Address " Pnlice Plan Review 457, MN 55014 Fire SAC, City City/Zip Code Lexington, Engr J`SAC, MWCC I5"7S. J Planner Water Conn N/A Phone 780-1942 `h'~.20L~ ~hoSEKt~) Council Water Meter N P Bldg Off Road Unit 6;r4' - Areh./Engr. H. Cdr'letOn GOdsey APC Treatment P1 SqO. 1311 South 3rd.Street Variance Parks l2 Address Copies ' TOTAL Kentucky 40208 ~ SZ City/Zip Cade Louisville, Phone Ik 502-583-6611 '~L21 ~ °~.LZ1 ~ i~bo' x oc~Q2 ~ ~bS = ~ x ) >>Nn avc~ , a9 ( ~ xSzS ~l ~ ~;Z -b 1 Q5~ ' - • ~iW~~ 0,~r, e t+ re- tT / lYIJAN! D/).:/ •~~li/N) aY' ~'TM rqv 4~cY. 91Li5 /A . V cv i Rri.Ne/ Y5'i otl- ' ,wV M s v.~~. • 3.ei e . . Y9Y ~S ~i' nR / 7 y _ , , ~CI F~ARia !roo Tt ~ ~/O4 . . /0. Z 7e 6tna. ' Cq1CM R/I)~N 9'lL O . mN/co> arsi9iv c ,~b - , Ti^INOMU Pmrs vOOid O~V X~ , tiee/vnn w »Jo-A ~ cwer.,.~ . . . P~t l l KOIC: .lal JO~NIf ON ~ . . A tiv w11 , RcP >0 As nj0 ` m\p~ O• ~lo ~ . ~ . w~rn 14.. I.rci wed . ; ~ oy 0 r: I y'~ A~ ~ 1 . . I01o~1 10y v . p + ° - pcry~v t RE~OVCrO ~ NO 7 TD 1 ,o., CF41f( ^ . . . I~q"'"' (~{`vD f1'~y~`p~ja J/ ~ . ~,E /f ~ ~ L7 U O $ ~ W' ~ O\~, , - B g ,L ' KE~CNiec~ ' Date,~or-~,~$7 441 El1VA,[Y 1lLP~ = 4/•'i' ' ry. 'Ho rl y ~ I ,5 4 pp ' h~ .A ~L 8 • ~0~ ~ ~ . . (R^250~n "'~,.wfpsJpG~ ~ .a 10 Sl/ro1 ~ . ' I f ltl l Cai t y i ! . . . I Ta( - 7n7.K i'~ - . ' ~ ~ ~ P~ . ..~re 99. a~ • I n . ~ ~ ' , ' : o.ub ~~i' ~ • , ...'.r. ax~yf ~ V ~ :~~w ~ . . ~ . - ~~'tlrMolf of . ~ . - , . . 6,:._,~ ~ , . . . . , . . . ~ . . : t'~E..l ; . • . . . . _ • •wie~Y MM.%I. . ~ . - ~ LI 34~ ia' RCP iav i9f e3 . . )enoF .v7, . . . . . KEN7UCKY FR/Eq C17/CKC/l ~087 70 WN ccN7Rr /JRivc . r~9 s r1 iv, rn,v. QOo(~~o CGMMVd0~n Twin Ctes Rrea April 2, 1987 Mr. Dale Peterson Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Peterson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Kentucky Fried Chicken to be located at Town Centre Drive within the City of Eagan. It has been determined that 3 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: Restaurant (Fast Food) 62 seats @ 22 seats/SAC Unit 2.82 or 3 If you have any questions, please call. S' ely, L)A' 7922'-- Donald S. Bluhm Staff Engineer DSB:RWJ:blm cc: S. Selby, MWCC Harold Shoberg, Antco Construction Co. W. K. Johnson, MWCC 350 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 F~ t • 4! ' EXMM1~ ENVEL~~ ~~M "U^ ~~~~~K CWM [7eLaria's KFC, 809A Twelve Oaks Center, 15500 Wayzata 61vd., Wavzata, MN 55391 gZSg ADD~S 1287 Town.Centre Dri.ve, Eaaan. MN ~p~g Air Conditioning Associates DATE -4-1-87 PHO~ 488-0291 GENERAL CONTRACTOR: Antco Construction Company 780-1942 Determine vorkiag square footage of each. - 1. Toatal ezposed vaii area 2070 sq. ft. z• 2Z . 55-~~ - 2. Total roof/ceiling area 23Z0 sq. ft. a•/O : 23 Z , • . 6 87.YOTOTAL .Total exposed vall area above Braee . 2070 s. Wall (Above Grade) / 59 Z. b. Wall (Above Grade) - c. Wall (Above Gra+de)................................ - - - t d. Wall (Belrnr Grade) e. Wall (Below Grade)................................~ f& ClBSb Area 7"/8 g• DOOI A2C8s ooo*s.*&..o9 *a-eewooooo h. F1oos Area (Above Grade) i. F1oor Area (Belov Grade) ~ . t Deteanine °U^ value of eacL wali segment. . 8, /59Z x ..Lr. .032 . S0.9.4 D. ' % "U" ~ c. % "U" Q. X "U" s C• X "[7" ~ . f. 478 • x -u- .55 . z&,2.9 • ~ go x •v" . h. Y "II" . i. •Z "U" s s ...............................................iotal If item 03 is the same as# or less thaa item #1# you have met tbe intent of SBC 6006(02. ~ toial e~osed roof/ceilin8 ares • 2 3 ZO Total Smuss soof/ceiling saa m 23 2 D i. 8oof c~u z 32 a k. soof cB~ L. Eoof CC~ Detesmiae "0" value for ear3 roof/ceiliag segmmt. . j, z.~2a z..n.. o o4,5 K. a 'M ~ L. • % "U" ~ 4 .....................................2ota1 /sO• 8 ' ' If total of #4 is the same ass, or leas than #2# you have met tLe iatent of ~ SBC 6006(c)1. . _ ! To utilized the total envelope system methods, the valnes estaDlished by ihe ~ svm of itema #3 aad #4 ehail aot be greater thaa the sum of itema IF1 aad 020 . 1. ~f55.~F0 + 2.' :232 . Ce87-ik) 3/3-84 + 4. 150.8 . 4~G • ~~f ( s. ; . . /L C.~ i . i • , . . Eac..a.v /.~l.U. . V./aic. s O. A. - • l7 4 FACE ,B.e/~K - • -3 / 5 f+~.aT1-ri.vc - / . 3 Z 94,7(o ~BATT I^-/S4L ~NC~T•2ocl~ . ~2 A A " . fo 8 3/.~'f = ,032 K87'° 2•78 ~ooF O.A . ~ - 17 BLT. uP ,E~ooF - . 3 3 . i,-/Z uc.. - 13.32 5~8 /~GYWOOb - , 70 ~Si.~ ~ •~~S 7~87~- i _ `f7, 85 C~,oss . SS K 87 0 BL CITY USE OIVLY CO ~ L RECEIPT ffSUBD. ) RECEIPT DATE: 1997 f'LUM$INfi P£RM1T (COMbi£fiC1AL) C11'Y 0f EAHAN 3$30 PILOT KNO$ iiD EALfiikN, MN 55122 (612)6$1-4675 Please complete for: all commerciallindushial buildings mulu-family buildings when sepazate building permits are nat required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevazds Date: SEPTEMBER 11 1997 Work Type: New Bldg. _ Add-on Repair _ U.G. Sprinkler Is Water Meter Required? Yes No Water Flow GPM To inquire if Pressure Reducing Valve is required on new service, call 681-4646. F$£.S 1% of contract price or $25.00 miuimum Contra~t Price: s gnn : nn x 1% _ $ 25 . 09 COMPLETE THIS AREA IF INSTALLING LINDERGROIIND SPRINKLER SYSTEM Service: _ Existing (if coming offdomestic line) OR _ New Backflower Preventer Permit Fee$ 25.00 $ Water Meter 1" Qa $185.00 or 2" Turbo @$846.00 $ If "new service" add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Wa[er Treatrnent S 420.00 = $ City Installed Tap $ 300.00 = $ Permit Fee $ 25.00 State surcharge is $.50 per $I,000 of vermit fee or minimum of $.50 per pertnit State Surcharge $ ~ 59 Total Fee $ $25.59 I hereby acknowledge that [ have read this application, state that the infortnation is correct, and agee to comply with all applicable City of Eagan ordinances. It is the applicanPs responsibiliry to notify the property owner that the Ciry of Eagan assumes no liability for any damages caused by the City during its normal operational and main[enance activiues to the facilities consWCted under this permit within City property/right-of-way/easement. siTSnnnxESS: 1287 TOWN CFNTRF iIRTVE Fr,AN MN owrrERNAME: KENTUCKY FRIED CHICKEN INSTALLERNAME: O D K R PI IIMRTNG, FATTNG TELEPHONE#: 47~7 =1i~~L srREETnDORESS: 2905 GARFIELD AVE SOUTH MINNEAPOLIS, ^1N 5540$ CITY: STAT"E: ZIP: S[GNATURE OF PERMITTEE l`-' CITY USE ONLY COMMERCIAL PLUMBING PERMIT-1997 METER SIZE PRV _ Yes _ No Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLI) $ REVIEWED BY: 77 Building Inspector Date To determine meter size * See if it is indicated on back of Building Inspections cazd • Enter address in PIMS Screen 301 to obtain S&W permit # * Check PIMS Screens 110 (Remazks) * If gallons per minute are 2ess Than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consalf with Plumbing Inspector if Licensed Plumber does not know GPMs. Before sellin¢ meter ' • Check PIMS Screen 320 for aoornval of inspection resulu. No meter will be sold before all sewer and water inspections aze complete on a new service. If new service lines aze not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forwazd copy ro Utility Billing Clerk. * Enter meter size, type, receipt date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information ' The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventec The Central Maintenance Division may be reached at 681-4300 for water turn-on. • If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. JS/Forms.bld/plbg pcrmit(comm) 1997 . * ****#*********1*f*ff*i******f****Yaf C I TY O F E A A i~ i'AYMFNT OF FEM AT TII~ pF : *APPISCA7ZON DOFS IVprP QOIVSFI1STiE * * APPROVAL OF PERNIIT. * ~ APPUCATION FOR PERMIT * ~ . ~ IMrncrioca oF sEWM r,rm/ox Fm,TEt * ~ iNmuzaTTocvs wIIa. Nnr sE scf~n-n ~ SEWER AND/OR WATER CONNECTION ~ULED UNI'IL PEPMT HAS BEEN * • * lkpPitovID. * * . P ease Print 1) PROPERTY ADDRESS: f p~ .F'S rj ~Q w,u ,•FCx ~2 • LEGAL DESCRIPTION: , _ Lot Block Sub ivision or Tax Parcel ID ) IF EXISTING SZRCCZ[7RE, DATE OF ORIGINAL B[,'ILDIIVG PERMIT ISSL'ANCE: ' ~ PRESENT ZONING/PROPOSID tSE: (Mon Yeaz) - 0CCOtT+1ERCIAL/RETAIL/OFFICE ~ R-1 SINGLE FAHIILY . C] INIDCSTRIAL ~ R-2 DOPLEX (ZG,o Units) ~ INSTITL'TIONAL/GOVII2IZEM 0 g-3 My,NHOLSE (Three + Units) ( Lnits) . R-4 APARTmIT/CONIDOMINILfi1 ( Units) 2) NArE: l n w r•s s4~a-~' /~f;~~1 • . ADDRESS: /0,3 ~ . eat CITY, STATE, ZIP: PHONE: '-t-- • 3) • Km a• For City Lse - NAME: s oS -2 Plwnbers License: ADDRFSS: f~/~o,3 [J9~fH~en9 ~Y` r=1 ed CITY. STATE. ZIP:recorded PHorE: Q"~ ~ti h e ruAszm LicErrsa# sta~~'mit~ai : 4) • • ..;ni'~'~c~ / NAME: ~fn[7 4cfy. / . . ~IZLF(1 f.( GK/' . . ADDRESS: . CITY, STATE, ZIP: - PHONE: • -5) ~ vi r: :a - ~ - [}-cNrEcriorr TO ciTr sEWM ~ coNrnxTiorr Zv cizY wAzEa 6) n r• • r ~ PT,F,ASE HOLD APPROVFD PERMIT FOR PI K-UP BY ONE OF ABOVE E MAIL APPROVID PERMIT 7~D 10 2 3, 4, ABOVE . (Circle one) ' 7) r. u• a,g- . ' Y' ~ Y' • M ~ ' • • ~ • i' N • • • D IGY• . i~ P Y91• . 1 • • • • ~ ~ ~ r. • 1}. 1 1 ' M•/• •,(Y?~ 1 1 1 pl" • • ;f y . TOR CITY USE ONLY PERMIT # ISSUED Pd w/Bldg. Permit FEES: $ $ 0 SEWER PERMZT (INCLODE SURCHARGE) $ $ WATER PERMIT (INCLUDE SL'RCHARGE) $ -r' $ WATER METER/COPPERHORN/OCT5IDE READER $ $ WATER TAP (INCLL'DE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ` ACCOUNT DEPOSIT - WATER $ $ WAC $ 7 S^~ 0 0 $ SAC $ $ TRONK WATER ASSESSMENT - $ $ TRLNK SEWER ASSESSMENT $ $ ' LATERAL BENEFIT/TRDNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $ WATER TREATMENT PLANT SDRCHARGE $ $ OTHER: S Y/ S! ~ $ U~` 4-U TOTAL RECEIPT RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN POBLIC RIGHT OF WAY? Q YES IF YES, THEN A"PERMIT FOR WORK WITHIN P[!BLIC Q ROADWAY" MUST BE ISSLED BY THE ENGIIVEERING NO DIVISION. LIST AS A CONDITION. S(JBJECT TO THE FOLLOWING CbNDITIONS: APPROVED BY; TITLE: DATE: L ~ ' • ' ' ~ • 14031:'l rti ~~.dt.~:,~ r~c~ E t:~Jr TEMPORARY. CONSTRUCTION EASEMENT IN CONNECTION WITH EAGAN CITY PROJECT NO. 695 This easement, made this ~ day of ~(,0.~ , 1996, behveen CNL INCOME FTJND II, LTD., a Florida limited partnershi , herein referred to as "Landowner" and the CITY OF EAGAN, a Minnesota municipal corporation, organized under the laws of the State of Minnesota, hereinafter refened to as "the City". WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a temporary construction easement for site grading purposes over and across the following described premises, situated within County, Minnesota, to-wit: ~ A temporary easement for construction purposes over, . under, across and ~ through the following described property: Lot 1, Block 1, TOWN CENTRE 70 SEVENTH ADDITION, Dakota ~ County, Minnesota. ~ ~ ,~o. Said temporary easement being that part of said Lot 1 lying northerly of a line parallel with and distant 134.51 feet (41.000 meters) southerly of the north line of the Northwest Quarter of Section 15 Township 27 Range 23, Dakota County, Minnesota. Said :empora:;~ easement to expire Dece::tbe; 31, 194?. The grant of the foregoing temporary construction easement for site grading purposes includes the right of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct and inspect site grading and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. The Landowner, its heirs and assigns, does covenant with the City, its successors and assigns, that it is the owner of the premises aforesaid and has good right to grant and convey the easement herein to the City. RECEIVE~ Transier - ! red This / .?AW ~ 9 999~ davot > .~,~j Cou~ Tr ~ IN TESTIMONY WI-IEREOF, the Landowner has caused this easement to be executed as of the day and year first above written. CNL INCOME FIJND II, LTD., a Florida limited partnership / By: j---2twI'he- Its: GeliewtL Pa.r7'tYer' By: Its: STATE OFy~&J,~.~ ) ss. COUNTY OF U The foregoing instrument was acknowledged before me this g'Lk- day of 1996, by PDb-o-~ 4 and , *e c;F-KFUaT raxTNFn ard of CNL INCOME FiJND II, LTD., a Florida limited partnership, on behalf of the partnership. 10, ~ ~~r o .~ri-•~ 0 0-~iYIJZt/?,~ Notary Public ,,,,olll,,,, , '~4*"'"OFFICfAL SEAL" :.'.p....,~; ;,`Constance Lwraine Brown MyCommission'cxpires3Ji3,192 Commission qCC 355182 ,~OnM1IOf~ , . APPROVED AS TO FORM: City Attorney's ffice Dated: Z Z APPROVED AS TO CONTENT: 0/ 4~ lic Works Department Dated: . THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley MN 55124 (612) 432-3136 RBB/wkt 206-13463 Project No. 695 Easement No. 618 'r p ~ ¢ a wz ~pw ~ W 8 ~ a t- ¢ a-°' O~ w~ > a Wi O it cv ~ ~p V~ V W ~ i N 3N ~ G O $~i~ N ~ ~oi 0 w0 F- C~ ~ w~ro O ~ i <W- g ~W~ o c ~aF-~~ ~ m 1- o z ~ +~r+ ~Y°° ~ pZ$ 8 x 3 ¢ p ~ ~ 3 O Q w V V 0 ~ 7 LL ~ /..i; bti~~ ,iIUtlTSt ~..c~~ • ~ lIF2f0 T0: TOH COLBEBTs DIRECTOR OF PDBLIC AORBS JIIi STORM, PLANNING DEPARTHIiNT BILL 9SINS, ELECTRICAL INSPECTOR CRAIG SNODSENg ENGINEERING TECH FROH: DOIIG AEID, BOILDING INSPfiCTIONS DEPT DArs: The Proteetive Inspeetions Department will be performing a final inspeetion for oecupancy of an 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 responsibillty to eontact the construction firm with necessary requirements before final inspeetion and notifying the Building Inspections Department when all requirements have been taken care of. . Thank-you. ~DR/3s ; h , . . ' , : . . , . , . ; . i.' . . . . - ..•i-: : ~ . . . . . . . - . , , APPROVAL: DENIAL: • (SIGNAT R DATE) , (SIGNATURE & DATE ` ~ ' ' 41~~ .ilU~Il~/t L.cvv . - ~ lM0 T0: TOH COLBERT9 DIRECfOR OF POBLIC WORHS JIIS STDBH, PLANNING DEPABTlIENT BILL AgINS, S[.ECTBIC9L INSPECTOR CBAIG &NOD$fiN, ENGINEERING TECH FEOH: DOUG REID, BQILDSNG INSPECPIDHS DEPT DATE: • The Protective Inspeetions Department will be performing a Final inspeetian Por occupancy of /~5'/Y,rA~ - on Please return within 48 hours with your approval or denial. Failure oP response within that time frame will be determined as approval. It will he each departments responsibility to contaet the construction firm with neeessary requirements before final inspection and notifying the Building Inspeetions Department when all requirements have been taken care of.' Thank-you. . DR/js _ APPR L: ~ DENI9L: t ~ r NATURE & DATE) (SIGNATURE & DATE) . . . / ~ . . . - . . . - . ' - ' . . , . _ . . ' ~ ' , ' . . . . , . ~ . / f _ . . . . . ' . ~ ~ . / . . _ . . . ' . . . . . . . . . . . ' . . - mnesota departrri.ent oUbealth ~ 17 s.e. delaware st, ` p.o, box 9441. • minneapolis 55440 0 a 1812) 623-5000 f , . . , . ' . ' . : . , / . 1, 1987 ~ j.' . / b . . . . J I. - , . . ' . , Antva CondtruetTjrr tempatiy, 4275 Lovett Read . l+~in9ton, Mfna+~ta 55014 ses,tr~msanaat~= _ . : St1~J6~'fs R14~ l+Mr~ jie qaclos9ry e py ef eur repisrt emrerlNg an„lxMMlnatiaa af;pisas ' ansy spe¢tffcat4cns ~ the aboYe-destgAdtui projact. A13a amlesed is aeeAY of tlit rowrt,.'transn?1tta1 tetter to ba farwardN to the *roJect . qwmer. IT i~ ~E PRQaFCT OWIiER'S .RE5PON5I6ILITY 'f4 RfTAiPt THE PLANS AT 7NE PR0j6tT, OCATJ0It. . . ~ Ysur etteetton 11 d,1rlCted #bLhe atttched oRalMnent Wtalaing te . teapeCtla? of tN Atwp41hg. lt is 'iaportant that wr recefv4 the intermaElan 1ndl~Ee4 ir? ordtr that th4 nec"sary #napestfoR ea,y b! : ' med~. j; • • : " , The pians ar?d'sp~iticaltons ippear to hR SR qsnorai eonformu?rce M1th the xtanderd6 ofthls Cfopartment. Whert the Project is aomplated, ptoose , ceffinurtiEata Mttha,n Enriromnenta1 Nea3th aenitariAn in eur M¢tropoHtart Of°HCe 4n jftmefo;1s (6121623-5335), 1n order tkat tAey aay matce itaai insplctlerµ If yoa hwve lny rueStiOHS fn regarefi !e pt4ektng f9Sq4Ctfen3, pteue . ceatnet l1w?atd ~"Tay ai, 612/6E8-S328. . . % Tt you hovQ any~+extlona 4n re~ard to the tqlor~alton esntalned te Eh/s repirt,."teate dF?tect 8t?hn Borry at 612/6294357. • . . • . SSnaerety yoars, ; - Bary L. En01tmd. P.E,. Ekiet • . Sect9an M Yater SupPiy . and Ertllwaoring . SLE MB: J6tagh Enciosurai . . . . : ec. PrOaaGt ~r . . • • Mr, wtillp Adas, PIamAing Insppctor . . j . , an equal opPorp~ ~iYy employer . . . - ' . . . I` MINNESOTA DEPARTMENT OF HEALTR Diviaion of Environmental Health REPORT OF PLANS elans and specificactons on Plumbing for Kitchen Equipment for Y.entucky Fried Chicken Locaeion Eagan, Minnesota Date Examined May 29, 1987 Prepared and submtceed by Antoo Construction Company, 4175 Lovell Road _ Lexinaton, Minnesota 55014 uaee Recetved APril 17, 1987 Ownership - Scope - This examination is limited to the design of this particular project only insofar as the provisiona of the Minnesota Plumbing Code, as amended, apply, and doea not cover the water supply or severage system to vhich thia plumbing system is connected. The examina- tion of plans is based upon the auppoaition that the data on which the design is based are corree[, and that neceasary legal authority has been obtained to construct the project. The responsibiliey for cne deaign of structural featurea and the effieiency of equipment must be taken by the project deaigner. Approval is contingent upon satiafac[ory diapoaition of any requirements included with this report. Inapectione - Special care should be taken to insure tha[ the material and inatallation of the plumbing system are in accordance with the proviaiona of the Minneaota Plumbing Code. I[ is neceseary that the State Realth Department make roughing-in and final inapectiona of the plumbing system to determine whether it compliea vith Che Code. Provisions ahould be made for applying an air teet at the time of the roughing-in inapection as outlined in Minn. Rules p. 4715.2820 of Che Code. In order to Eacilitate this vork, there is attached a self-addressed card which should be re[urned, indicating the name of the plumbing contractor so that arrangements can be made Eor the State Health Department to be notified by him as to the [ime Chat the installation vill be ready for test and inapec[ions. No acceptance of the plumbing inatallation can be given until inapection and teat of the roughing-in work (Minn. Rules p. 4715.1820, subp. 2), finiahed plumbing (Minn. Rules p. 4715.2820, subp. 3), and inspec[ion of the completed installation by a representative of the State Health Department indicates compliance vi[h the provisions of the Code. Aequire'ents - NONE Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken vithin a period of two years. The Eact that plans have been approved does not neceasarily mean that recommendations or requirements for change vill not be made a[ some later time when changed conditions, addi[ional information or advanced knowledge make improvements necessary. Approved by: u&^AUk rt~A ti L l~y~~,~ ! Milton R. Bellin, P.E. John E. Barry Public Health Engineer Engineering Aide Section of Water Supply Section of Water Supply and Engineering and Engineering (612/623-5517) (612/623-5357) GME CONSULTANTS, INC. ~ CONSULTING ENGINEERS 2083 East Center Circle / Minneapolis, MN 55441 / 612/559-1659 Date: _Mav 4. 1987 Ancto 4175 Lovell Road L"exington. Minnesota 55104 Attention: Mr. Harold :;hoberg GME Project No. __124~-_ Structure iProject: K.eniu Location: Town C2nter_Lr1yTyE4gan Mi nnesota Gentlemen: _ X Enclosed please find 3 copies of Under separate cover _ Boring logs x Location Diagram _ A Laboratory compaction data X Field compaction data Dynamic Cone Penetrometer test data Static Cone Penetrometer test data Gradation test data Sealed jar samples Concrete test cylinder reports Mortar test cube/cylinder reports Masonry test reports Bituminous test data Remarks: Footing trench backfill has been observed and tested. Test results in icate that t ev are suitable for construction to continue. Copies to: City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Building Department Sincerely, GME CONSULTANTS, INC. i-, ~ uMl ~ Wyatt A. Gutzke, E.I.T. Soil Engineer ~ GEOTECHNICAL • MATERIALS • ENVIRONMENTAL SOILS WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA. P.E. WILLIAM E. BLOEMENOAL, E.I.T. . YfIMRE~ pooOtF OR ~ LY N ~ ~ 2Z - *Zf , zo *17 ~L6 ~t3 ~ ra ¦:i9 • n [ To~uN CSivTRE vR. I NUCLEAje DEAls,Ty TEfrs o ~e re fofta oE'NSity 7EtrtsaASranPY GME CONSULTANTS, INC. T 0G! pI ~ E,~ rAE D R, 2083 EAST CENTER CIRCLE EAG.rN, MoN~/eSOTA MINNEAPOtIS,MINNESOTA55441 LG G w/}~ APR/A F35 GME CONSULTANTS, INC. Geotechnical • Materials • Environmental 2083 East Center Circle Minneapolis, Minnesata 55441 [612] 559-'1859 MOISTURE - DENSITY RELATIONS OF SOILS AND SOIL - AGGREGATE MIXTURES DATE: 4-30-87 GME PROJECT NO. 1246 130PROJECT: ken urky Fried Chicken LOCATION:Ewdan Minnesota PROJECT NO. - SAMPLE N0. Z 125 SOURCE OF MATERIAL: Off Site O SOIL DESCRIPTION: Brown fine to coarse sand, O L6 120 little silt, aravel m ~ ~ UNIFIED CLASSIFICATION: SP-SM z W ' a y METHOD OF TEST: ASTM: D1557 Method C Q 115 - z NATURAL MOISTURE CONTENT: 7•2 % 0 aj OPTIMUM MOISTURE CONTENT: 6•5 % F 710 z MAXIMUM DRY DENSITY: 132.6 pCF w O > CLAY PREPARATION: - ¢ ~ 105 Zero air void curve for specific graveties of 2.80 ioo 2.70 2.60 95 7- -TIT-X-K 90 85 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT COMPACTION TEST REPORT GME GUNSULTANTS, 1~c Geotechnical • Mater,als • Enmronmental PROJECT AND LOCATION: <~~~fu FRJF"'Ltl+"r'GJf TnU~/J t'F.vTFE t?.Q FI1~fiN M2083 East Center C-rr_Ie ~ Minneapoli5, Minn05ota 55441 ' ARCHITECT OR ENGINEER: DATE; [612] 559-1859 CONTRACTOR: odA.J7•'Jf1 %~/:-~•~'Jr'.~~Y _ GMEPROJ.NO.: IZ~Ir3 OWNERIDEVELOPER: - SUB. CONTRACTOR: 14 ~-,"J` WATER OPTIMUM FIELU MAXIMUM SPECIFIED TEST CONTENT MOISTUNE MANK OENSITY OENSITY COMPACTION COMPACTION PASSEO NUM6ER OATE IOCATION OFUTEST ELEVATION (XI 1%1 (DcFl IpeO COMMENTS ~Cf::L UN'~ fFti77~!?S L ovF : cs.~f.cwiFU a H16 ?3 7 Na 1~ i 698 9, n ; q5 pN[. i'oKA!FAi`FQ ; ~ j y-za 6yr 513 z ~ i ~ 96 ~ ? ~ i ~ i j 13, y Q, 3 t l1~,6 t3~,3 9~ " % Campanion Based Oa ~ Melhad nf Field Oensity Meamremems: Th above cest locations: ~TM 0 1557791Moaifiea PramI) ~ ASTM D 1556 ISmA Coirc1 `Were selected hy GME Cansukams pSTM 0 69878 (SroMard Pramrl )(0.5TM 0 2222 (Nmleed Were not selected by GMC Cunsuhents GME CONSULTANTS, INC. ~ CDNSULTING ENGINEERS 2083 East Cencer Circle / Minneapolis, MN 55441 / 612/559-1859 Date: APril 22, 1987 Antco 4175 Lovell Road Lexington, Minnesota 55104 Attention: Mr. Harold Shoberg GME Project No. 1246 Structure/Project: Kentucky `Fried Cliicken Location: Town Center Drive, Eagan'; Minnesota Gentlemen: x Enclosed please find-1 copies of Under separate cover x Field Report +c Location Diagram Y Laboratory compaction data • Field compaction data x Dynamic Cone Penetrometer test data x Static Cone Penetrometer test data Gradation test data Sealed jar samples Concrete test cylinder reports Mortar test cube/cylinder reports Masonry test reports Bituminous test data Remarks: Footing 6ase soils have been observed and_tes±ed. ?es± resul,*__s indica`e that the base soils are suitable and adequate for proposed building loads. Copies to: City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Sincerely, Building Department GME CONSULTANTS, INC. l/ W Wyatt . 6utzke, E.I.~.IT,~~ Soil Engineer ~ J9-+-~ GEOTECHNICAC • MATERIALS ~ ENVIRONMENTAL SOILS WILLIAM C. KWASNY, P.E. THDMAS P. VENEMA, P.E. WILLIAM E. BLOEMENDAL, E.I.T. . GME CONSULTANTS, INC. GME Job No.' o- 2083 EAST CENTER CIRCLE MINNEAPOLIS, MN 55441 JOb Netie_Lee Va.U ~'/I/~~ Phone (612) 559-1859 Location TO ~ AMTCO DATE SUBJECT MESSAOE /r T 30 N~v6 T i v 77,rIv AEMf v FRo ~ - P F o N T!/ rs 1 T uAlof-g rH •F y A/6 AT p A 'SMt mv T S 0 f-MoOF," 6r hyme AA/ S~G = XC X 77l L p if- TxE 77 7a ""=W ~ A9 i Oe ~ Es E T r r-evn,riAr ,rz A At v~ 4" . SIGNED F-lr OATE . GME CONSULTAhI'1'S, INC. GME dob. No. I ZeI6 2083 EAST CENTER CIRCLE MINNEAPOLIS, MN 55441 - Job NameKFC T'VWMCrjM pR-- Phone (612) 559-1859 Location TO MT EN DATE Z-0 /h,s F,r t'AitATjNA N C SUBJECT S ;m MESSAGE s ALJY- A! Ls I° 0 T" 77I r/tG 7y LS N E D / LL. wks P N I FUL CL E iNF U t/ O D? fsE SIGNED REPLY SIGNED DAiE r R,u,rOF Y O O D L E . a x. AiK A~ 2 ~I3. 7 I /I /3 ~ Z. 1; ~ 1 6 1 ~ y AN NvC <E~Fe OENS~ry TesTs ~ ~ . I DYNN~r! ~~NE YEVC7AawtrEi[ TCtM b. Q STRT/d 09tA/E .iENE~OMETER YffT! AZ ~IJr 431 I 9 Q /0 y 0 Towr CEAr,f~R dR KENT? Q KY FR~s o eNfC N Tb"oN CENTER nRiuE GME CONSULTANTS, INC. FA6AN, /N iNlvFte f/I 4N 2083 EAST CENTER CIRCLE MINNEAPOLIS, MINNESOTA 55441 F/EL/~ TEST LOCAT/DUs (LL tvqb y-/7- 7 1ZY6 ,Qa GME CONSULTANTS, INC. Geotechnical • Materials • Environmental 2083 East Center Circle - Minneapolis, Minnesata 55441 (612) 559-1859 , . 135 MOISTURE - DENSITY RELATIONS OF SOILS AND SOIL - AGGREGATE MIXTURES DATE: 4-17-87 GME PROJECT N0.- 1246 730 PROJECT: Kentucky Fried Chicken LOCATION: Raaan Minnesota PROJECT N0. - SAMPLE NO. 1 125 SOURCE OF MATERIAL: on Site O ~ SOIL DESCRIPTION: Brown U. v 120 sarid, trace fine gravel m > 2.6 cla~y fine to medittm U ~ UNIFIED CLASSIFICATION: SC w a 0 115 METHOD OF TEST ASTM: D 1557 Method A ~ NATURAL MOISTURE CONTENT: 12•2 % 0 a ~ OPTIMUM MOISTURE CONTENT: $•7 ~ 110 z MAXIMUM DRY DENSITY: 130.3pCF w G a CLAY PREPARATION: - ~ ° 105 Zero air void curve for specific graveties of 2.80 iao 2.70 0 95 5 90 ' . 85 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT C4MPACTION TEST REPORT GME CONSULTAN.TS, iNC. Geotechnical • Materials • Environmental PROJECT AND LOCATION: N.TKC.I~ 4t6keQ) E/} pJ ;VAJ ~ 2083 East Center Circle l/~7 Minneapolis. Minnesota 55441 ARCHITECT OR ENGINEER: SOG. !t!f , DATE: [612] 559-1859 CONTitACTOR: f, GO GME PROJ. NO.: JZ~G - OWNER/DEVELOPER: ~ N SUB. CONTRACTOR:_ eTM ,~j EXG . WATER OPTIMUM FIELO MAXIMUM SPECIFIEO TEST CONTENT MOISTUpE MARH OENSITY DENSITY COMPACTION COMPACTION PASSED NUMBER ORTE LOCATION OF TEST ELEVATION I%1 1°b) Ipcfl (pcfl l%) (%I ? COMMENTS 1 -n se€ / )z,3 9,7 I/zy.y 130.3 99 95 ? 611 Z /`/1 5 /z;'o y7 L~ Z ~ co•e.r~d.Ea: i /y, 5 /z73 99 3 691 )3.1 IzZs 98 ? Y 6 9z 1,8 ,3s.c ~~t ,i 6 9 Z ~s 6 13y o /an t t/ , 6 6~3 17.4 I2614 97 ? 6 3 12.9 13yt ant v S 693 171 lz7.7 qa v 6 P Y )31y ,;?s, a /00 69`f l3,7 1277 y8 ? ll G yY 1 y, D 1~•2 98 r/ 12 -Zo 6 5 M.3 1z5•7 96 v CiZ bf5 I9.3 12sa 97 13 6 95 J9.o Iz70 9 7 v 696 to.s ~zAL 98 ~ 15 6`~6 l3.b lza,3 95 v % Compaclun Based On: MMOd af Fietl Oensty Meeauremenic The above test lacations: Vi ASTM 0 755778 lMadified Pmctorl ? ASTM 01556 ISanE Conel Were sefected by GME Coneukents ? ASTM U 590 78 (StaMerd Pmctad ~ RSTM 0 2922 INuclearl ? Wera not selacted by GMC Consuka'rts GME CONSULTANTS, INC. Geotechnicel • Materials • Environmentel 2083 East Cerrcer Circle . ~ Minneapolis, Minnesota 55441 (612) 559-1859 GME PROJECT N0. DYNAMIC CONE PENETROMETER REPORT PROJECT AND LOCATION .9FC 70u7AI LF-a/TEA DQ ~A~rlN. ARCHITECT OR ENGINEER "SFY A5SoCi47F7s lQ,L(',fl/7-FCYS LD ui5 1//LLF 9'F/1T4r'Kl' CONTRACTOR A~~~ ~/I'1•S" 'A-Fii'CAyAAAf- DESIGN SOIL BEARING PRESSURE 7-6'"00 psf. GENERAL AREA TESTED SLAB FOOTINGS l)<] UTILITY TRENCHES PAVEMENT FIELD TEST DATA REPORT TEST pA~ TEST ~CpTION SOIL DESCRIPTION PENETRATION ADEQUATE REMARKS -NUMBER ELEV. DEPfH BLOWS FOR DESIGN S~',~ <OCA77VNDI46fA/r s/LTY S 'VO /O l y-17 0 ~orrzE,o 0-6" 6-12° 3cl 18-24" 24•30" Z N-i7 6 0 P „ 0_6„ Z 6-,2° z7 iz-is~ 3s 18-24° 3g es 24-30" n u 3 y-i 7 a °-s" 9 6-12" ~s 12-18° z 7 18-24° 33 es ~ 24-30" NOTE: THE DYNAMIC CONE PENETROMETER IS AN INSTRUMENT CONSISTING OF A 10 LB. FiAMMER FALLING 24" DRIVING A 1 'h" CONICAL STEEL TIP. , GME CONSULTANTS, INC. Geotechnical • Materials • Environmental 2063 East Center Circle Minneapolis, Minnesota 55441 r (612) 559-1659 GME PROJECT NO. !z `/6 STATIC CONE PENETROMETER REPORT PROJECT AND LOCATION KEN n c~r FRIED CHIC,tEN TOUJ,V CENlE,e V/~ ~R6AN ARCHITECT OR ENGINEER 6: o05P' y ASSOC#Are s RRCN rCers CONTRAC'TOR lQ"97-04 Z J M S DESIGN SOIL BEARING PRESSURE psf. REQUIRED PERCENT COMPACTION GENERAL AREA TESTEQ SIAB FOOTINGS [>q UTILITY TRENCHES PARKING LOT FIELD TEST DATA REPORT TEST DATE TEST TEST LOCATION SOIL DESCRIPnON PENETROMETER ADEnUATE REMARKS NUMBER ELEV. REAUING FOR DESIGN 6 S~E 8 SA-ua y C~AY `I-17 90 ~aA~ioN n,A~,e, 1.5 z, o es ~ Y-17 Z S 3.5 es y`I7 3,0 3s es y y_~~ 5 3• o es GME CONSULTANTS, INC. ~ ' CONSULTING ENGINEERS 2083 East Center Circle / Minneapolis, MN 55441 / 612/559-1859 Revised May.ll, 1987, Date: M_ ay 4. 1987 Ancto 1387 4175 Lovell Road Lexin.g~on, Minnesota 55104 Atter.;ion: ""ir. Harold Shoberg GME Prujec'L No. _1L4.6 5tructure/Project: Kentucky Fried Chicken Location: Town Center Drive Eaoan. Minnesota' Genilemen: X Enclosed please find 3 copies of Under separate cover Bpring logs X Location Diagram x Labaratory compaction data X Field compaction data Dynamic Cone Penetrometer test data Static Cone Penetrometer test data Gradation test data Sealed jar samples Concrete test cylinder reports Mortar test cube/cylinder rsports Masonry test reports Bituminous test data Remarks: ting Crench Sackfii i has been ~rbser~ved ar~ci tes,ed. ~est reau'.ts . icate at t ey are suzta e for construction tn cantinue. Copies to: ~ City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Sincerely, Building Oepartment ~ GME CONSULTANTS, INC. Wyatt A. Gutzke, E.I.T. Soil Engineer GEOTECHNICAL • MATEPIALS • ENVIRONMENTAL SOILS WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA, P.E. WILLIAM E. BLDEMENDAL, E.I.T. COMPACTION TEST REPORT GME CONSULTANTS, iNC. cp~ Geotechnical • Materials • Environmental r W L]l PROJECT AND LOCATION: • 2~K~-it m/~,~ 2083 East Center Circle ` r Minneapolis, Minnewta 55441 Wal ARCHITECT OR ENGINEER: TOCJ~ 6~~ D. DATE: [612J 559-1659 CONTRACTOR: 'lNTW ' - ~ ' GME PFOJ. NO.: OWNER/DEVELOPER: TuCKy FZ/Eb CN/69E4) SUB. CONTRACTOR: ;J5~YS GTIC1a(/~J]~~/VE WATER OPTIMUM FIELD MAXIMIIM SPECIFIED TEST CONTENT MOISTURE MARK DENSITY OENSITY COMPACTION COMPACTION PASSED NUMBEN OATE LOCATION OF TEST ELEYATION 1%1 I%1 Ipcfl (pcf) 1%) ? COMMENTS /d y-z7 0o s+r~{ 6 8-6 P. 3 1/0, 130, ~ 85 D ,v.~ C 6 4dWff 'ee r~'e d y g ~ o, l /4g, y g~ Nn ?Z~t4s 4„ AAd CoNE I-7 L 0C.4 /ON bYA oFA/'yl 6 4Q J rq . 97 ND 18 E y~ 91 z l O, ~ 9 ~ e es~ 4,17 698 9,0 /iGy'z 95 C~ g 9, I / izy y 9S " saPI CaNC- bf9 13t Z ~ I h 86 t~o 7-1 ~ 9q g, y / 3z,~1 /oo Y Zz ~Zo 6 99 ly~l / 1/5,5 8 0~- z 3 ~~za F yy 5,3 122 73 u/ ~99 5, z 3,z 9 9 ~ Z5 (fl Z I17, / 9 b ~ 26 ~ 9 , b Z ~n, s ''~E ~ 9 .o z~tt,/ , z SR•.d coNE % Compaclim Bued On: Melhad ol field Uansity Measuremenis: above test lacations: A~STM D 755778 IMadified Pmnotl C~] ASTM 0 1556 ISand Conel T E~Were selectetl by 6ME Consukants STM 0 69878 IStantlad Pratnd ~ASTM 0 2922 INucleatl ? W¢re not selected by GMC ConsuNante \ - ypNKEg pooOLF oR ~ Z'l r z z gv&5+ D ~t3 1 ,s I~o.taS~' i ( Towiu c E~vrRF oR / NUCLEAC DEA+strr TEfrs o /o te FIEAp osNStrr TEtri*cArraAps GME CONSUITANTS, INC. k FAtTi/ 6 AC Y F.41EA d N/CkEA~ ~ 2083 EAST CENTER CIRCLE TowAl eF,v rAE p/E. MINNEAPOLIS, MINNESOTA 55441 EAd:eAu. AINMESOTA ~,~c w*d- AP LA i9 7 ~zv6 ,ao GME CONSULTANTS, INC. Geotechnical • Materials • Environmental ~ 2083 East Center Circle Minneapolis, Mirnesota 55441 [612] 559-1859 135 MOISTURE - DENSITY RELATIONS OF SOILS AND SOIL - AGGREGATE MIXTURES DATE: 4-30-87 GME PROJECT NO. 1246 130 PRQJECT ` KPnrnckv Fried Chicken _ LOCATION:'Eagan MinnaGnt.a PROJECT N0. - SAMPLE NO. 2 125 SOURCE OF MATERIAL: Off Site O SOIL DESCRIPTION: Brown fine to'coarse sand, O U- ~ izo little silt, aravel m ~ ¢ UNIFIED CLASSIFICATION: SP-SM v W p 15 METHOD OF TEST ~'PM; D1557 Method C 1 z NATURAL MOISTURE CONTENT 7•2 % 0 a OPTIMUM MOISTURE CONTENT: 6.5 aL F 110 Z MAXIMUM DRY DENSITY: 132.6 pCF w O y CLAY PREPARATION: ' ¢ ~ 105 Zero air void curve for specific graveties of 2.80 100 Z•7o 2.60 95 90 85 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF ORY WEIGHT ~pC)516<2~ - LS~1~ Z~ = L17 raG~ lid n'7v7~ N~ ~r-ddMG~~ N Z ~1 dri1.~ ZQ62) =Z"Z x I~ oL MEMO T0: JAY BERTHE - POLICE DEPT. CRAIG SNUDSEN, ENGINEERING TECH. • TOM LBERT, DIRECTOR OF PUBLIC WORKS STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG BEID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: ~j Z(o •~j7 The preliminary construetion ? , plans for V-WTt1GIL`( ~FPED CHIGKg=-.I - tZb7 7OWN Ig--NTIzE_ D9-'. are in our plan review seetion for your review and comments. Please return this form to Steve Fianson with your initialed comnents and the date oP review. Failure to return form to Steve vithin five (5) days vill be Consldered your approval. If you have any objeetioas to approval of these plans, it is qour responsibility to notify this department aad resolve any. ~ T. prohleis. Thank you. ' ~p O.a^^^r~""- /JS - r . . . . , _ . . , . . . . .aA..- MEMO T0: JAY HERTHE - POLICE DEPT. CRAIG KNODSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURMp PLANNING DEPT. JON HOHENSTEIN* AIkiINISTRATION HZLL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLYt WATER DEPT. FROM: DOi1G REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: 3 •'L.(D -b7 The preliminary construetion ? plans for VGf•! TUGIL`f IFPED GH IC-K-L=JJ T uu EN~EPP-. are in our plan review section for your review and comments. Please return this form to Steve Hanson with.your initialed comments and the date of review. Failure to retura form to Steve vithin five (5) daYs will be considered your approval. If you have any objections to approval of these plans, it is your responsibilitq to notify this department a d resolve any. ' problems. Thank you. /JS ' , ANTCDCONSTRUCTION C0. 4175 Lovell Road 780-2942 Lexington, MN 55014 _ LETTER OF TRANSMITTAL TO• City of Eagan Date• Septem6er 1, 1987 3830 Pilot Kno6 Road RE: ~Kentucky Fried Chicken -Eagan, MN 55112 ~'.4585 Erin Lane Attn• Mr. Steve Hanson Eagan, MN I 6entlemen: 'I We are sending you the following: ~ Drawings Shop Drawings P1ans Invoice ' i Specifications X Copy of Letter x Other Samples I ff"of CoDies Date No. Uescription of Attached/Enc osed Documents 1 08/23/87 6 pages Transmittal from GME Consultants, Inc. ~ Remarks• The tests that didn't pass were recompacted, ' These are transmitted for the following reason(s): Approval Field Dimensions x_ Your File Fa6rication Field Use -T Your Return to Antco Construction Co. -Correction Payment/Handling X Review & Lomment Other If the attachments/enclosures are not as noted, please notify us at once. THANK YOU: ANTCO CONSTRUCTION C0. 7 cC• Ray Hansen. ~ BY. Harold S. Shoberg, Presi A FA4~ ~Y e7 Don DeLaria Junek Excavating ~ ` 1 ~ ~ ~ 1~..~ 1 l;`.:i'. GME CONSULTANTS, INC. ~ CONSLILTING ENGINEERS 2083 East Center Circle / Minneapolis. MN 55441 / 672/559-7859 Date: August 23, 1987 Antco 4175 Lovell Road Lexington, Minnesota 55104 Attention: Mr. Harold Shoberq GME Project No. 1202-A Structure/Project: Kentucky Frietl Chicken Location: frin Lane - Eagan, Minnesota Gentlemen: x_ Enciosed please find_3._copies of Under separate cover x Field Reports _x_ Location Diagram Laboratory compaction data x Field compaction data Dynamic Cone Penetrometer test data Static Cone Penetrometer test data Gradation test data Sealed jar samples Concrete test cyfinder reports Mortar test cube/cylinder reports Masonry test reports Bituminous test data Remarks: Copies to: - Sincerely, GME CONSULTAIVTS, INC. n Wyatt A. utzke, P.E. Soil Engineer GEOTECHNICAL • MATERIALS • ENVIRONMENTAL SOILS WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA. P.E. WILLIAM E. BLOEMENOAL E.I.T. GME CONSULTANTS, INC. GME Job No. ' 2063 EA51' CENTER CIRCLE MINNEAPOLlS, MN 55441 Jnb Name L-(~' - _ Phone (612) 559-1859 Location To OATE SUBJECT MESSAGH ~ 7,7K7'O 7`7- 114V E.E' - '4 f• (V-FF. s I, F~,) . . _ u - s ti•D r in~r~ ~ - ~ ~ i ,z,o r yF~'~ YHE _ -T 1i? E-A L, ~ r> Z, P n _ c/; - f - ni^ ; -I ~A" SIGNED ~ FtEPLY 241, ' % ~ SIGNED OATE i GME GONSULTANTS, INC. GME Job No. ' 2063 EAST CENTER CIRCLE MINNEAPOLIS, MN 55441 - " ~+~~~L~ Phone (612) 559-1859 Job Name Location DATE 5~ ~ ,u 5UB,~ T I 1 rMESSAGEE cy F; s~ I'G' S;• ,r2o v ~vD %~/F v:s., ; l-~F d%~!/~~ ' - _ ~ , ~ ` ~ S ! ~ 17-5 Sl ~ k 9 SIGNED i REPLY SIGNEO DATE ,GME CONSULTANTS, INC. GME Job No. 2083 EAST CENTER CIRCLE MINNEAPOLIS, MN 55441 Job Name ~e~ ~~!)_lt r , r 1d - Phone (612) 559-1859 C +,r- hcM Location Er~~ LN• F A.H TO 7 z9 87 DATE SUBJECT i'l Co u? ~btn a-C H't ~ MESSAGE e ~,L".5) r~e of AQa~t~ f.?G~-~ ~ Ll E VI w ~ e~ e~5. ~'1a.`o~ vec.4~,., ~ ~fve o °L VA GT L'I I r1 I -J' G5. SIGNED 13 RF-PLY v XW` SIGNED DATE r ~ , . . ~z ¦9 ~ ^ I ~ I 13, ~ ; ~r 7 F~f~pD_Ff~s~~ '-a43 GME CONSULTANTS, INC. 2083 EAST CENTER CiRCLE ~Z/" ~f MINNEAPOLIS, MINNESOTA 55111 LL. ~~~b' J f -,fj C O M PAl! 1 I O N TE S Y RE1- ORT Geocechnical • Macerinls • Envirorimencal % - ~A~ q i ~ I,~,y,~ ~ 2083 Eaet Center Circle ' PROJECT ANO LOCATION: ~ K F~ ~I ~ LAIJ~ ~ MmnPapo6s, Minn_sota 55441 Z<{ I6121559-1859 , . ARCHITECT OR ENGINEER: ^ DATE: q ' - CONTRACTOR: AJTc.D ( GME PROJ. NO.: ~ZOZ- 7Z - OWNERIDEVELOPER: 'Keh7uCk4 FfZI~G ~K~r IL) SUB. CONTRACTOR: ~ WATEB OPTIMUM FIfLa MA%{MUM SPECIfIEO TESi CONTEHT MOISTUHF MARK DENSITY OENSITY COMPACTIOH COMPACTION PASSEO NUMBER DATE LOCATION OF TEST ELEVATION 1°~1 1%1 Ipcfl Ipefl I%I 1%) ? COMMENTS I -1-0SL-E DIA ~rw~ At • IZ° 1 !zz /3 , -0 `?Z 9Z ? Z Ge,~uE II$ I ir97 9b ^'o 3 ro' 1 lzzy gz ? !z3 1 Ia3' 93 v $ ~-3d i~61-r-5 T o ~z 3 9 3 ? l0 75 ~ 1355 /oo ~ 7 7 /303 RS ? 7 5 1 /3Z.8 /oo ? 7 ! 133s loo ~ / ~d X~2P~or lif~A'C¢/~ 7 151 rf ~ 1 u se~~ e~ s7 iz, n Sev-.)e-~ 7 -7 ~ 131 7 q`I 'i 13 Z+v-~ar~ar- 5eu.rQ~ S 1 1131 SS No ,t~Lc~H Rt'T ~ ~i v.wer 5~ / 1z2Z 9Z S Comyoliw Bued On Ma1h,.-d al FieM 9enaly Mauurtmmb: The nhove teft locatinne: ASiM 0 155748 IMnlifod Pmcw.l ^ RSrM 0 1558 ISnd Conel YLNerv salxcted by OME Conauhents ASTN 0 590 16 ISIU,Jmd Pmolorl X xSTM 0 2922 INur.lead Y.'ore iwc enlectetl by CMC Consullenb A N T C O C O N S T R U C T I O N C 0. 4175 Lovell Road 780-1942 Lexington, MN 55014 LETTER OF TRANSMITTAL T0: City of Eagan Date: July 29, 1987 3830 Pilot Knob Road RE: ` Kentucky Fried Chiclen Eagan, MN 55112 ' Erin Lane, Eagan, MN, Attn: 5teve Hanson - Building Inspector 6entlemen: We are sending you the following: Drawings 5hop Drawings Plans Invoice Specifications X Copy of Letter Other x Samples ~ of Lopies Date No. Description of Attached/Enclosed Documents 1 07/23/87 8 pages Soil tests from GME Consultants Remarks: All tests passed. ' These are transmitted for the following reason(s): Approval Field Dimensions -_T__ Your File Fabrication field Use Your Return to Antco Construction Co. Correction Payment/Handling __T- Review & Comment Other If the attachments/enc}osures--are-not a -pleas e...notify-us-at once.-THANK YOU- ANTCO CONSTRUCTION C0. ~ - cc: Don DeLaria - Owner ay a gy; aro S. o erg, r;lip"rE nsen - uperin en John Berguetski - Superintendent . GME CONSULTANTS, INC. ~ CONSULTING ENGINEERS 2083 East Center Circle / Minneapolis. MN 55441 / 612/559-1859 Date: Julv 23, 1987 Antco 4175 Lovell Road Leicinaton, Minnesota 55104 Attention: Mr. Harold Shoberg GME Project No. 1909-A Structure/Project: Kentucky Fried Chicken Location: _-Erin Lane• Eagan Minnesota ' Gentlemen: X Enclosed please find 3 copies of Under separate cover x Field Renorts X Location Diagram ' x Laboratory compaction data x Field compaction data x Dynamic Cone Penetrometer test data Static Cone Penetrometer test data Gradation test data Sealed jar samples Concrete test cylinder reports Mortar test cube/cylinder reports Masonry test reports Bituminous test data Remarks: Copies to: Sincerely, GME CONSULTANTS, INC. ~ ~ y ya A. uze, . . . Soil Engineer GEOTECHNICAL • MATERIALS • ENVIRONMENTAL SDILS WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA. P.E. WILLIAM E. BLOEMENDAL, E.I.T. 1 GME CONSULTANTS, INC. GME Jo6 No. IZd Z-A- 2083 EAST CENTER CIRCLE - MINNEAPOLIS, MN 55441 `1- Phone (612) 559-1859 Job Name 4FL Locationrtf/N.LN ~A6,9V/h& To 77~~ DATE ZO 8 7 SUBJECT " 7G' 111517- MESSAGE - s O //bv v s L 6'. ~ TPFA,Cd CL E ,2 S & G gelfgjEi 7 F NC A g S N O j 7f/fk S y, k4 1 E % T I rJ C '..N 1Ne Z F-r NSUL Tlo~v w ~TX w G v T4e t,u o ow 7290 06-N f 6 / N~s i S m UEk ~ Xc~o-v n~-~ WYLL lR-47 ` fjp `(.L 7-0 lN~ Tf! G ~ U ON J Xf _ n P ? : - r ~ R_ ~.~C' 0 p. VY ~r; ) F /zr 4 4•%4 REPLY ON~ y p/ E t~OkIV" , f1S XC.PrV S! L F /V --e2 SIGNED tA- !R. r DATE . GME CONSULTANTS, INC. GME Job No.)7,OZ-A 2083 EAST CENTER CIRCLE MINNEAPOLIS, MN 55441 Job Name KENrUU~Yf~iEtl (~/iC,~EN Phone (612) 559-1859 Location 6A4AI MIU ro 7 Z/ $ tir e) CQ1 o DATE SUBJECT ME55AGE /51I-FA TRE 5 T~plqy 0 O SEed /~JO L - oVE b IN 50rmvto sOi'!f. D d L LLO"S THE k N f}N N e L rYt f?CTEQ E 49,11- ENSi * r N 7 4 TED FOL-L N E P}FSS/ * M OCTD i E Nss .4A R f NT sOr- 0 7W a ~~l5T7.<~ ! REPLY SIGNED DATE ,QO GME CONSULTANTS, INC. Geotechnicel • Materials • Environmental ~ 2083 East Center Circle Minneapolie, Minnesota 55441 (612) 559-1859 135 MOISTURE - DENSITY RELATIONS OP SOILS AND SOIL - AGGREGATE MIXTURES DATE: 7'22-$7 GME PROJECT NO. 1202-A 130 PROJECT xP.,tnrkv Fried Chicken LOCATION: Eaaan Minnesota PROJECT NO. SAMPLE NO. 1 125 [it SOURCE OF MATERIAL: o~ SOIL DESCRIPTION: Brown fine to coarse silty 0 U. c> 120 sand with aravel m ~ v kA CLASSIFICATION: ~ ~ W a ASTM: D 1557 Method C Q 115 OF TEST: ~ L MOISTURE CONTENT: 5.4 0~ O aj UM MOISTURE CONTENT: 6•$ % ~ 110 Z MAXIMUM DRY DENSITY: 133.0 pCF W ~ y CLAY PREPARATION: X ~ ~ 105 Zero air void curve for pecific graveties of 80 J2.70 ioo .60 95 4+ 90 85 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT ~ 4L A y I i 5 z !~3 ~ ~ rvuUE~t v~'~3l~y r~sr d, 0yA1e=Jm)C edhe r---r-~ k0 SCdL~' ,(FIEY 0 TE57 ~~C°A77r~.ar ~?+A~dArN Lil GME CONSULTANTS INC. rp. N7?JGACY F~~El~ C~/iCKE=f` 2083 EASTCENTER CIRCLE 1G~F~~ ~~~E MINNEAPOLIS, MINNESOTA 55441 r~lr~•a~~:=;~ 1~-~- w~G Jzvz~ 7u< b. COMPACTION TEST REPORT GME CONSULTANTS, iNC. Geotechnical • Materials • Envirormental ^ PROJECT AND LOCATION: ~~rUC~Y Fie/ED CyeCEN EX/N AANE. 6J4G~.~5t/ /f1~J2083 East Center Circle ~ , ~ f ~ Minneapolis. Minnesota 55441 ARCHITECT OR ENGINEER: DATE: SU~Y I9S7 (612] 559-1859 _ CONTRACTOR: hNTG10 c4ONST/Q0 0 7-A4N GME PROJ. NO.: ~71J2A OWNER/DEVELOPER: 4EAIr(~e-leY bX1E0 C111C4EN SUB.CONTRACTOR: T(JAIEK. EXC/I'(X/7~~s WATEB OPTIMUM FIELD MAIfIMUM SPECIFIED TEST CONTENT MOISTUBE MAHK DENSITY OENSITY COMPACTION COMPACTION PASSED NUMBEB DATE LOCATION OF TEST ELEYATION 1%1 (pcfl (pcf) lYol ? COMMENTS 1 7 Z/ S~' Di 9 7 S Z ~O ~ S ls~6 /oU 3 Z 13/ 8 y 9 v yo % a zz/ b 6~8 /z,~, y A77Dt'rro-~+4L O~ coM ,~TOv s 7/0 6 9q~ /z8,6 v EF Sr 3 ~FIeFO •~'~E ' 'rEST/t"n- cv R 6 co p rE % Compacfion Besed On: Method of Fieltl Density Maasuramanb: The above test locations: IK FSTM D 155778IMaditied Practorl ? ASTM 0 1556ISend Conel XWere selected by GME Consuhants ? ASTM 0 698 78 (StaMard Pranar) 111111ASTM D 2922 INuckarl ? Were not selected by GMC ConsWtants GME C0111SULTANTS, INC. . Geotechnical • Materials • Environmental ~ 2083 Eest Center CirGe Minneapolis. Minnesota 55441 (612) 559-1859 GME PROJECT NO. 1001f 19 DYNAMIC CONE PENETROMETER REPORT PROJECT AND LOCATION ZCKFje~EQ nj/1CF~,~tl 6/~1Ai L~iNE EfJ6AN ~liNUESOTN ARCHITECT OR ENGINEER CONTRACTOR AMMOZ SUN"K DESIGN SOIL BEARING PRESSURE 30~ ' psf. GENERAL AREA TESTED SLAB FOOTINGS pL] UTILITY TRENCHES PAVEMENT FIELD TEST DATA REPORT ~N MB~ER DATE E~ V TEST LACATION SOIL DESCRIPfION PENETRATION ADEQUATE REMARKS DEPTH BLOWS FOR DESIGN 80J/Oi1" pF flksic 54,va 0-6" 10 soFr ,r 6-12" y 12-18°Nz ~/Es is-za~ 24-30" z 7-20 o 7 5~'ED~~aKhm 'ejAe,c sarr o-sw ~Aao 6-'2" 12-,8° LD ,8-24° 3Z 24-30" 3 -z.o os sEc A RAm BRr-e n 0-6° 39 6i2AuEL tTd 6~ZN `/E3 iz-ie~ i s-2a ~ 24-30" NOTE: THE DYNAMIC CONE PENETROMETER IS AN INSTRUMENT CONSISTING OF A 10 LB. HAMMER FALLING 24" DRIVING A 1 '/e" CONICAL STEEL TIP. ~ i GME CONSULTANTS, INC. . Geotechmcal • Materials • Environmental 208`3 East Center Circle Minneapolis, Minnesota 55441 p [612] 55&1859 GME PROJECT NO. /Z Lf~ i DYNAMIC CONE PENETROMETER REPORT PROJECT AND LOCATION MENTUCk yF.eiEa /FrN ARCHITECT OR ENGINEER CONTRACTOR Au'M4 /T UNE/L DESIGN SOIL BEARING PRESSURE 3000 psf. GENERAL AREA TESTED SLAB FOOTINGS [K] UTILITY TRENCHES PAVEMENT F I E L D TEST DATA REPORT ~N MB~ER DATE E~~ TE5T LACATION SOIL DESCRIPfION PENETRATION ADEQUATE p~qqKS DEPTH BLOWS FOR DESIGN ~ Z"Zl 907 SEE 0~/~iefinr ~C F- C S/ S.g 0-s ~ 13 6-72" L/3 ,2-,8° 37 ,s-za•• L16 YBs 2430" 0-6" 6-12" 12-18" 18-24" 24•30" 0-6" 6-12" 12-18" 18-24" 24-30" NOTE: THE DYNAMIC CONE PENETROMETER IS AN INSTRUMENT CONSISTING OF A 10 LB. HAMMER FALLING 24" DRIVING A 1ye" CONICAL STEEL TIP. A N T C O C O N S T R U C T I O N C 0. 4175 Lovell Road 780-1942 Lexington, MN 55014 LETTER OF TRANSMITTAL Tp; City of Eagan Date: May 19, 1987 3830 Pilot Knob Road RE; Kentucky Fried Chirken Eagan, MN 55112 ( Town Centre DriVe Attn• Steve Hanson - Building Inspector Eagan, MN Gentlemen: We are sending you the foltowing: Drawings Sfiop Drawings Plans Invoice Specifications Copy of Letter Other Samples # of Copies Date No. Description of Attached/Enclosed Documents 1 05/18/87 4 Page From GME Consultants, Inc. Remarks: Steve, as per GME remarks - test results indicate we have suitable compaction. These are transmitted for the following reason(s): Approval Field Dimensions X Your File Fabrication -T Field Use Vour Return to Antco Construction Co. Correction Payment/Handling X Review & Comment Other If the attachments/enclosures are not as noted, please notify us at once. THANK YOU' ANTCO CONSTRUCTION C0. CC: ppn Del_aria - Kentucky Friari f.hirkan By: Harold S. Shobert, esident ~ Rav Hancan 3a7•87 ~ . ~ _ MAY I$~~ GME CONSULTANTS, INC. ~ CON5ULTING ENGINEERS 2083 East Center Circle / Minneapolis, MN 55441 / 612/559-1859 Revised May 11, 1987, Date: _Mav 4. 1987 Ancto 4175 Lovell Road Lexinoton. Minnesota 55104 Attention: Mr. Harol d Shober(i. GME Project No. 1246 Structure/Project: _ Kentucky Fried Chicken Location: Towr ' r.ter Drive, Eagan, Minnesota Gentlemen: x Enclosed please tind 3 copies of Under separate cover Boring logs X Location Diagram -L_ Laboratory compaction data X Field compaction data Dynamic Cone Penetrometer test data Static Cone Penetrometer test data Gradation test data Sealed jar samples _ Concrete test cylinder reports Mortar test cubeJcylinder reports Masonry test reports Bituminous test data Remarks: Footing trench backfill has been observed and tested. Test results in icate at t ey are suita e or construction to cont,;ntie. Copies to: City of Eagan 3830 Pilot Kno6 Road Eagan, Minnesota 55122 Building Department Sincerely, GME CONSULTANTS, INC. { Wyatt A. Gutzke, E.I.T. Soil Engineer GEOTECHNICAL • MATERIALS • ENVIRONMENTAL SOILS WILIIAM C. KWASNY, P.E. THOMAS P. VENEMA, P.E. WILLIpM E. BLOEMENDAL, E.I.T. COMPACTION TEST REPORT snne coNSULraNTS, iNC. Geotechnical • Materials • Environm=ntal . q~ mW 2083 East Center Cirde PROJECT AND LOCATION: ~ 2!zCCK AN 61. / qp~ Minneapolis, Minnesota 55441 ARCHITECT OR ENGINEER: ( TOQyI? GNE ~D DATE: & I/ D7 ~ (612) 559-9859 . CONTRACTOR: RN/W GME PROJ. NO.: I o~ J/[O OWNER/DEVELOPER: iKEdT96/<19"' /7IElJ CdlCKEljj SUB. CONTRACTOR: ~rI7S ~C1~(/~JT~N~ WATER OPTIMUM fIElO MAIfIMUM SPECIFIEO TEST CONTENT MOISTURE MARH DENSITY DENSITY COMPpCTION COMPACTION PASSED NUMBER DpTE LOCATION OP TEST ELEYATION (96) (pcn (pefl 1%1 1%7 ? COMb1ENTS y-z 7~t 6 F'f 8-6 9,3 iro,y i3o, 3 85 a Ret s w. C/b iAdI 0 4 6 f' ¢ /o, l I08, 5' 93 Na pAd coNE 1-7 Z otA .oN AeA7f4m i9g y, o i01 v. 97 No ! g E y s' 9, z I 1z6, 7 ,9 ~ 9 e e-I !4,17 698 9,a 1 $ 9,/ SRJ CoN& 13, Z ! l/7 86 00- ~ /DD f °r zz 6, s' ~ I az 3/3Z6 Z Z3 '7'Zg F y9 5,3 ~ ~99 5, Z 3, Z 91 zs ~ 9 ~ iZ~,i 9b ~ 26 G 9 , 6 Z izz, 8 ~ ~~0•3 9~ )3, H 5,3 I l/94 % Campactian 8asetl On: Method ol field Oansity MeasuremeMS: T above test locations: ~ASTM 0 15577A lModified Pramrl Cq 0.5TM 0 7556 (Sand Cone) ~Were selected 6y 6ME Consultants ASTM 0 69878 4SUMard Pmcmr~ ~(p$TM 0 2922 (Nudead ? Were not selected by GMC Canwltama \ yqpxEg pooOLE OR ~ Z ~ rts zL a ~u ~~J9 ~ 17 / f ToWN C ENTRE vrP. / NUCLBAR DE~vs~Ty TEfrs o io ro ?~E~A o~NS.rr TElTL~QA>io~ GME CONSULTANTS, INC. IC FAITU6 K y FiR/EO CN/CkEAI 07-7/-2-7 2083 EAST CENTER CIRCLE TowN eFNTitE pR. MINNEAPOLIS,MINNESOTA55441 EAFA~u. /l1#MNESesN wAd- APRiAi9 >>zy6 ,ao GME CONStILTANTS, INC. y 6eocechnical • Macerials • Environmental ~ 2083 East Center Cirole Minneapolis, Minnesota 55441 (612j 559-1859 135 MOISTURE - DENSITY RELATIONS OF SOILS AND SOIL - AGGREGATE MIXTURES DATE: 4-30-87 GME PROJECT N0. 1246 130 PROJECT• Kanfiurkv Fried Chicken LOCATION:gdgan Minnacntd PROJECT NO. - SAMPLE NO. 2 125 SOURCE OF MATERIAL: Off Site O SOIL DESCRIPTION: Brown fine to coarse sand, 0 LL L) 120 little silt, aravel m ~ u Q UNIFIED CLASSIFICATION: SP-SM w ~ ASTM• D1557 Method C p 115 METHOD OF TEST: ~ NATURAL MOISTURE CONTENT: 7•2 % O a OPTIMUM MOISTURE CONTENT 6.5 ~o F no Z MAXIMUM DRY DENSITY: 132.6 pCF W ~ > CLAY PREPARATION: - x ~ 105 Zero air void curve for specific graveties of 2.80 too 2.70 2.60 95 5 90 I~Lj 85 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT G / KENruc.KY f.cia~l'a +icAcE,t,/~-L I _ - _ _ _ /.x87 Tow.v Ce~7Eie .eo.an • E~ac.a.v ti/.u. Li - ~/?A L C. 5 O. 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W p TQU S ~ ~ - Noca rMille: ;obno.: g`I1go3 ;ob date: ~I - 7'1- 8 ~ office: M 1 N N~~.p~.i K R bY 77 Pj checked: approved: description: S-,LruCLu'rA ~,eUaeW ~ N~~U ~e~.at` Oes;o,N, CO~aTEt~T S • ~o~NOf,~"~or~ I~SSF«MEN7 1''`' • ~q~~pA1.- l.o~~~ As~~~sr~rNr a-~5 ~ M1c~;o-1~AM QFAt''` D~si~r.i 6 . 1r~~~,1, ~„T~D D~S1G}J 7,g q -~2? ~ Col.Ut~,bl G~=,S~ cct-dt~~GTlntd D~~AtI, ~'g 9 <~rf,~-R~G~o F'RA~^~ DFTF~t'..r 29 TAI,__• e SUP~MF~R`r 3~ I hereby certify thrtt ihi_ plf,l. specifi;ation. or YeC7ort %yas prCpared uy mc, ur uau~vr i:.;~ clire.ct super~ieiun anti tl~st 1 sm a ciuly i~e;4i,~ered 'FNGITIE57P, tznder ihc 1u-ws uf the 5<aeeof Aiiun- esc,a. n~ice v'a7-~'] ~xeg. ivo. 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GME Job No. -'7 ? T 2083 EAST CENTER CIRCLE - MINNEAPOUS. MN 554d1 " Job Name LEL GcJAI 1^hone (612) 559-1859 Location TO /1 _IV T G d DATE SUBJECT ME55<?+GE l ,jp i b j' t v 77v0 u ,on FRo -1 - PE F o NA- TN TS N / T D 7;ec ry ° 6 d A*X l+r TN ,u E -xlM mv X s L AI SEL Z XG 77l L FXlEwOM o[-A~ ~ 6-- TWE 7x ya S - [s 4 I J r ~4- 4 Rt SIGNED P-Ir DATE WE CONSULTANTS, INC. GME Job No. IZy~ ' 2~'J83 EAST CENTER CIRCLE ~tINNEAPOLI5.MN55441 Job NdmexFC T17WNCCNqR DR fi!rone (612) 559-1859 Location TO NTLL~ Y ENP1Ae C~ffA/U.~d P_7D~S DALE z'O F_,r UNrAVN% Z nl e SUBJECT ST MESSAGE s A-AAQ v i i o.v. AI Gs 0 r T7Y F/tG IAI / AjAlvAAZ Ls ,v o ot i eevks- PMalF,Q 4V N ~ FUL CL e ~ iNF U LreT/O D? O E SIGNED REPLY SIGNED DATE ~'RNK~f 'DeDLE Dl~ »i4 N3 2 Il3 - 7 A3 42. IT rs 41 Ap 6 M a y ~m ~ NuC.~Ed,e oENStrY TESrs 1 ( . ? AYNAw'e e•ArE P"tntew.treR r[-rrs .cQ S7qTie eowE pE'vErAOMfT£R tEStf -~R t-/S • Ar ~9 sCq E ~ p ie yo TewM fEN.f~ER nK KENrvcKy F/~.~to eN~ N TeWN CENreR VRfvE GME CONSULTANTS, INC. FA6RN, /Yl iNN£Se 7h ~N 2083 EAST CENTER CIRCLE ~ MINNEAPOll3, MINNESOTA 55441 F/EL/> TEST LOCAT/O~IS [LL G7R6 y-/f- 7 ~Lyb y ,ao GME CONSULTANTS, INC. Geotechnical • Matervais • Environmenfal 2083 East Center Circle Minneapofis. Minnesote 55441 [612] 559-1859 735 MOISTURE - DENSITY RELATIONS OF SOILS AND SOIL - AGGREGA7'E MIXTURES DATE: 4-17-87 GME PROJECT NO.. 1246 130 PROJECT: Kentucky Fried Chicken LOCATION: F.agan, Minnesota PROJECT NO. - SAMPLE NO. 1 125 SOURCE OF MATERIAL: on Site O ~ SOIL DESCRIPTION: Srown clavy fine to medium LL 120 sand, trace fine gravel m ~ v UNIFIED CLASSIFICATION: SC ' z W a Q 15 METHOD OF TEST ASTM: D 1557 Method A z NATURAL MOISTURE CONTENT: 12•2 °k 0 a ~ OPTIMUM MOISTURE CONTENT: $•7 % ~ ito z MAXIMUM DRY DENSITY: 130.3 pCF W 0 r CLAY PREPARATION: - ¢ ~ 105 Zero air void curve for specific graveties of 2.80 ioo 2.70 2.60 95 90 • 85 0 5 10 15 20 25 30 35 _ MOISTURE CONTENT - PERCENT OF DRY WEIGHT COMPACTi~N TEST REPORT GME CONSULTANTS, INC. t Geotechnical • Materials • Ernironmental PROJECT AND LOCATION: M.TKG~G 4fG(f.@Aj 2083 East Center Cirde Minneapolis, Minnesota 55441 ARCHITECT OR ENGINEER: SOG~ AtG , DATE: (612]559-1859 CONTRACTOR: GO - GME PROJ. NO.: OWNER/DEVELOPER: ~ SUB. CONTRACTOR:~T~"~ S EXG • WATEB OPTIMUM FIELO MA%IMUM SPECIFIEO TEST CONTENT MOISTURE MARK DENSITY DENSITY COMP0.CTIUN COMP0.CT10N PASSEI) NUMBER DATE LOCATIOM OF TEST ELEVATION (pcfl (pci) l%) ? COMMENTS ~ -17 S E / ?2, 3 817 ~ z9. y/3d. 3 77 75 ? z ~y, 5 12740 q 7 Co~E PY uuwE r a C z i ~y, 5 127 3 98 ~ 3 69 13•i ~v,s 98 ? y 6 9Z !,8 Ijs6 /a~f ? 69 Z ijY.o l00t ? ~ 6 ~3 17,b 14•6 97 ? 6 3 /2.9 13Y,z /as t v S 693 171 iv.7 78 v 69Y ?j,y 8 loo 9 9v 13,7 1277 u 6 9y ~Y, 0 1 zs,z 98 1 z -Zo 6 S ~`~3 izs.7 96 v ONE < Z C~z 695 19.3 lZSa 97 ? l3 6 95 19,0 Jz70 9 ~ v 10,3 1z7.e y8 ,i is 674 l3.6 ,~3,3 7.6 % Compxlion BasM On: Mtlhod ol Field Oensity MeazurameMa: The abave test lacatione: . 4SASTM 0 1557d0 IMOdifred Fronod ? ASTM 9 1556 lSend Cone) ~Were eelected 6y GME Conauhena ? RSTM B 69878(SIanEard Pmetw) A ASTM 0 2922 INUdearl ? Were not selet[ed 6y GMC ConsulUnta GME CONSULTANTS, INC. ' Geotechnical • Materiels • Environmencal 2083 Esst Center Circle ~ Minneepolis, Minnesota 55441 - ~ [s12] 559-1859 GME PROJECT NO. DYNAMIC CONE PENETROMETER REPORT PROJECT AND LOCATION XE^ 77Ju7AJ QEe/7t'•C Pde PA6AN ARCHITECTORENGINEERfdO~SFY ASSoC/AT~s oli.C!',/!/T J`S 410 v15 uLLF~Y-F4~77.r CONTRACTOR~N~p /T~Yis _57.rc.av.#nA* DESIGN SOIL BEARING PRESSUflE Z&-60 psf. GENERAL AREA TESTED SLAB [ j FOOTINGS lx] UTILITY TRENCHES PAVEMENT [ 1 FIELD TEST DATA REPORT TEST pA~ TEST LpCqTION SOIL DESCRIPTION PENETRATION ADEnUATE REMARI".S NUMBEIi ELEV. DEPTH BLAWS FOR DESIGN s~'.~ ~Oc'ATroNAIAs,?A,x s/~7Y 5"~D l y-/~ 0 AorrzEp O g„ IO s-, z • _7tl ~2-118° S'~ eS i s-za ° 24-30" 11 n Z N-l7 6 0 0-6° z s-is^ Z7 12-t8" 35 18-24° 98 es 24-30" 3 y-~ ~ 0 0-6„ 6-i2' i2-1s, Z -7 _ i a-za ° 33 es 24-30" NOTE: THE DYNAMIC CONE PENETROMETER IS AN INSTRUMENT CONSISTING OF A 1018. HAMMER FALLING 24" DRIVING A 1 ye" CONICAL STEEL TIP. . GME CONSULTANTS, INC. . Geotechnical • Materials • Environmental 2083 East Center Circle Minneapolis, Minnesota 55441 (6121559-1859 GME PROJECT N0. la y6 STATIC CONE PENETROMETER REPORT PROJECT AND LOCATION KE,v ru ckr FRIE"D CHICkEA/ TOWN CENTE'k l7~, ,FA6AN ARCHITECT OR ENGINEER GDOSf y RSsacIArrS 490-H rcr_7s CONTRACTOR A"NTCO / J M S R-1YCq-LA7tIRS DESIGN SOIL BEARING PRESSURE ZO'e& psf. REQUIRED PEFCENT COMPACTION GENERAL AREA TESTED SLAB [ 1 FOOTINGS f>I UTILITY TRENCHES PARKING LOT [ 1 FIELD TEST DATA REPORT TEST DATE TEST TEST LACATION SOIL DESCRIPTION PENETROMETER ADEnUATE pEMARKS NUMBER ELEV. READING FOR DESIGN 9-17 110 S~E 4 xA-V70N v/v#* $~-.+NO y e.4nr s z. o es z L,4-17 2 5 3•S e3 y i7 3, a ~s es ~.o Ps y y~~ 1.5 ~ MECHANICAL (COMMERCIAL) j ~ Permit Applicarion City Of Eagan ~ Li 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for. commercial/industrial buildings ~ multi-family buildings when separate permits are not required for each dwelling unit ' Date nti l/b l O 3 SiteAddress ~287- TMAry) C-t,~ T) R,ve., Unit# Tenant Name (if applicable) FG • Previous Tenant Name Property Owner Telephone # ( ) Coutractor C6MP4ff_F-1f4A'lJ TLUN$,9 *6f?-7jl16- Street Address a4_~ O arG~°t~xa w ae City State f n Zip U 45 Telephone #(O~?i) 4o4- 2Qn The Applicant is _ Owner ~ Contractor _ Other Work Type New construction Underground Tank _Install _Remove X Interior Improvemen; Call for inspection during installatioNremoval of tank Processed Piping Nature of Work: TAfST131J ) Ne6k) Tyel ! EXh~~rf}aa~s~2) r~srF~. M~x~vr~ A-IR uaV ~r UZaEP )Dvct Rje- P¢nTUf F¢C $50.50 Mtnimuin Fee (includes State Surcharge) Contract Value $ 1a ° x .Ol% _ $ / ~ • /v permit Fee • If permit fee is $1,000 or less, add $.50 $ '50 State Swcharge If permit fee is over $1,000, add $.50 per $1,OOOPermitFee ~c!~' $ Tota~Feei ~ G n I hereby apply for a Commercial Mechanical Permit and aclrnowledge that the information i complete and accurate; that the work will be in confortnance with the ordinznces and codes of tbe City of Eagan and with the Mec cal Codd es;~hat- - d this is not a pernut, but only an application for a permit, and work is not to start without a pernut; t6 e work will be in accordance with the ed p n e case of wock which iequues a ceview and approva] of plans. ~ Applicant's Printed Name Applicant's Signature Approved By: "l ~ , Inspector Date: CITY USE ONLY PERMIT J~ 9 RECEIPT DATE: APPROVED BY: /7 P 2-"q' b'?' , INSPECTOR CObIMCIi4L MECRlkNICA1. PFAM1T ALPPI1CATION CrrYoF EAsM s$QO PLOT KNOS itD EMAx, bfN 55rsQ 651-6$1-4675 Please complete for: ail commercialrindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: _ 1-30-O 3 SITEADDRESS: 1187 `~own -G~ Drive OWNER NAME: PHONE (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): 61FC WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAME: INSTALLER: _ O(J?1 IP-OUCx d RUtYtbll'o CLnC) {-textiDQ , .a-rtc anDxESS: )~DF GrenWCw O,ue PHONE#: 651 - 4o4- 0q8'$ (AREA CODE) CITY: ForeS + I-aI-Ae STATE: m n ZIP: t37c WORK Tl'PE: New conshuction Install U.G. Tank ~ Interior Improvement _ Remove U.G. Tank _ Processed Piping Specify Nature of Work:~9K A-bTUJJ { n750 FX1S -r .SimrC'nS -pz"n--AZFs When instal[ing/removing underground tank, call 651-681-4675 for inspection by Fire Marshal and Plumbinglinspector. Fees: i% of contract price OR $50.00 minimum fee, wtrichever is greater. Underground tank removaUinstallation = minimum fee Contractprice: $ (p~ SD.o'x1%=$ .50 (BaseFee) State surcharge .50 calculate at $.50 for each $1,000 Base Fee TOTAL $ (()7.- I 'FP RM11P SIGNATURE OF PERMITTEE Updated 1/01 By - Ld~' 1 Q I GCt ) COMMERCIAL `1O*V!UX12 BUILDING PERMIT APPLICATION CITY OF EAGAN ~ 651-681-4675 ~ a Y~~ Foundation Onl New Construction Interior Im rovement . Structurel Plans (2) sets • Architeclural Plans (2) sets • Architecturel Plans (2) sets . Civil Plans (2) • Structural Plans (2) . Code Analysis (1) ^ • Certificate vfSurvey (1) . Civil Plans (2) . Project Specs (i) • CodeAnalysis (1)'• . LandscapingPlans (2) • KeyPlan (7) • ProjectSpecs (1) • CodeAnalysis (1) . MasterEbtPlan (i) • Spec. lnsp. & Testing Schedule " • Certificate of 5urvey 0) • Energy Calculations (i) not always" • Soils Report (i) . Spec. Insp. & Testing Schedule (1) " • Elec. Power B Lighting Form (1) not always" • Meter size must be established • Meter siae must be established • Meter size must be esta6lished -if applicable , • Project5pecs (1) d • EnergyCalculations (1) 1• Eledric Power & lighting Form (1) " i. 1 • Master Ebt Plan (1) 1 1 • Emergency Responsa Site Plan (1) 1 • Soils Report (t) 1 . MC/ES SAC determination letter • MC/ES SAC determination letter . MClES SAC determination letter call 657-602-1000 catl 651-602-1000 call 651-602-1000 Food & beverage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. Contact Building Inspedions for sample. Permit for new buildings oradditions will not be processed without Emergency Response Site Plan. Ask Building Inspections for requireinents. DATE: ~2/20~L72 WORK TYPE: _ NEW ~ REMODEL CONSTRUCTION COST: :~2 r SITE ADDRESS: / 2 S 7 70U-h) C,ENi;e6 P~? TENANT NAME: KFc A,6,31,4uIZ-~ SUITE NfA FORMER TENANT NAME, IF APPLICABLE: GAM7G41}/S DESCRIPTION OF WORK)e-A`MO.%,i`L 4_':"X152`711l4 /L95`721t4'~AN7 'Zo L/`C SZIW-W~S, Name: S$R NG, Phone ( 541 ) 273' 4& S'y PROPERTY Last First O WNER Street Address: Z4060 LcJo4S1`iffU/1N G?~47 571r 2 5 0 Ciry: )eL.qMAZW F<}'uS state: OR, zip: 974903 ce,rl. Company: S1~YJ4 4s 0wA1e,9_(T'inc t3ef(ia7o)ph e~r- ~0837..._ CONTRACTOR Street Address: L City: State: t ~ ~n^~Zip; ~ I U~----- By ~ ~ ARCHITECT/ ~ FNGINEEK Company: ~f3TielCA_ /Y/Gk~iy 4,Clhl?7'~`G7 Phone#: ~~-$(a0~ _ Name: Registration Street Address: g(O S. kII57A i4 City: ,8D75z State: :7;0 Zip: b'370~ Licensed plumber installing new sewer/water service: Phone I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable Slate of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: UOdated 7102 OFFICE USE ONLY SUBTYPE u Ol Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ~ 27 CommerciaUIndustrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse D 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon . WORK TYPE ? 31 New ? 35 Tenant Impr ? 42 Demolish (Foundation) ? 46 Windows/Doors Ee 32 Addition ? 36 Move Bldg ? 43 Reroof ? 47 Repair MI 33 Alterations ? 37 Demolish (Bldg) 0 44 Siding ? 48 Authorization ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code 432 Zoning sq. ft. SAC Code 36 # of Stories sq. ft. No. of Units Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) ~ Basement sq. ft. MC/ES System (Allowable) ~ First Floor sq. ft. City Water U BC Occupancy ~ sq. ft. Fire Sprinklered ,I _ r~enn~ ow~ MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation Q Plumbing ? Stucco/Stone APPROVALS Planning Building Aile l-. Engineering Variance Permit Fee VALUATION $ ~ OQO Surcharge 115.00 Plan Review f, 1 IT .(4 MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication . Water Quality Other Copies Total ' T4- a 6 W'v` C_e kK~~ 7() 2002 UILDING PERMIT APPLICATION CITY OF EAGAN `9 Is 651-681-4675 Foundation Onl New Construction Interior Im rovement . Structural Plans (2) sets . Architedural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • CertifcateofSurvey (1) . CivilPlans (2) • ProjectSpecs (1) . CodeAnalysis (1) " . LandscapingPlans (2) • KeyPlan (1) • Project Specs (1) • Code Analysis (1) • Master Ebt Plan (1) • Spec. Insp. 8 Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (i) • Spec. Insp. & Testing Schedule (7) " • Elec. Pov.er & Lighting Fortn (1) not always" • Meter size must be established • Meter size must be established • Meter size must be esta6lished -if applicable . ProjedSpecs (1) ! • EnergyCalculations (1) " L 1 • Electric Pouer & Lighting Form (1) L . Master Ebt Plan (1) ' 1 1 • Emergency Response Site Plan (1) d 1 • SoilsReport (1) 1. . MC/ES SAC determination letter • MC/ES SAC determination letter • MGES SAC determination letter ca11651-602-1000 ca11651-602-1000 ca11651-602-1000 Food & beverage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. Contact Building Inspections for sample. Permit for new buildings or additions will not be processed without Emergency Response Site Plan. Ask Building Inspections for requirements. DATE: WORK TYPE: _ NEW X REMODEL CONSTRUCTION COST: ~ Q30.) Ont-) SITEADDRESS: /,)&-7 :T4_J.r~YI rPt'1~~&Lrf'~ TENANT NAME: ~fe- 20A"f,2uAA":J SUITE 4144_ FORMER TENANT NAME, IF APPLICABLE: DESCRIPTION OF WORK.- 4)p,,m() A~J rn..x' ~ Name: 5IA n 11L Phone#:( S~ 1) 07-73 PROPERTY Last First OWNER I f ^ Street Address: a u ~j o W Q"44)t.y> ~K~ c>)c City: t'0.kol State: 0 2 Zip: Qr7(.Q(rJ ~ - Company: ~ ~ OLLD")7 Phone#: ( ) CONTRACTOR Street Address: City: State: Zip: A RCH ITECT/ - LNGINGER Company: QktJlJU_bPhone#: g& _ Name: ]U 1(Y%C"CAn Registration _ Street Address: (1 ~ t l a,L}t', _ City: T~J,~L State: Zip: Licensed plumber installing new sewer/water service: Phone ( I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ~ ~T Updated 7l02 OFFICE USE ONLY SUBTYPE ? 01 Foundation ?26 Public Facility ? 30 Accessory Bldg. ? 14 Aparhnents 27 CommerciallIndush-ial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse . ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae 0 35 Ext Alt - PF ? 37 . Nail Salon WORK TYPE ? 31 New ? 35 Tenant Impr ? 42 Demolish (Foundation) ? 46 Windows/Doors ? 32 Addition ? 36 Move Bldg ? 43 Reroof ? 47 Repair ? 33 Alterarions ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization ? 34 Replacement Vo~ 38 Demolish (Int) ? 45 Fire Repair GENERALINFORMATION Census Code Zoning sq. ft. SEiC Code # of Stories sq. ft. No. of Units Length sq. ft. No. of Bldgs. Width sq. fr. Const. (Actual) ~ Basement sq. ft. MCBS System (Allowable) First Floor sq. ft. CiTy Water UBC Occupancy sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation ~ Plumbing ? Stucco/Stone APPROVALS Planning Building Engineering Variance VALUATION $ Permit Fee rf$'. Od Ax ~ .l Surcharge Plan Review MC/E5 SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total ~ 7~Sd ' PLUMBING (COMIVIERCIAL) Permit Apptication City"Of Eagari 3830 Pilot-Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 , , Date /1 /~l 02 Site Address ~ Zg7 TOWN CEMffZ• Z`JP_WE Unit Tenant Name 1(I=G E(QeMaOE(,) Former Tenant Name W('(?.o ' _ , .v,:.,... c., : ; Property Owner Telephone'# ( ' , ) ' Confractor (~MhtQQClA~ (~U,F'Y~~Ik1G f H~j'F/AYi,• IlJ~i..: ;,r ; ~vr iAddreas r.2~Z.T ,G~JfgLA'! /q«UUC, FuleF1' CI4K,~., , - State 7rp .55025 Tele0ho"e'#"(!051) I-Ibcl-29P'e-' TheApplicantis5~ ~i^,•Owner ~ Contractor Other WorkType _'NewBldg _ Add-on' X Repau RPZ PVB Irrigationsystem* ~ ! Jer Wobschall to calculate fces. R u.ired meter size is 2" Nrbo uoles smsll¢i &ize ermi@ed b Public Works , F i . . . . . . i _ „ . ' n ~ . i . . - , ~Description of Work g.,e a/!a TB~inqu've if Pressure Reducing Velve is ree/aired dn new service, ca11 65 1-6755646 " • • ' . . . . . . . . _ . _ ' . . , . . , . „ G . . . . V Metera - Call 651-675-5300to verify that hydrostaric, conduc[iviry, and bacteria tests passed urior to nieldne uo mMer Irrigafion Size & „Type, Avg GPM ` . . ' , Fue Size & Price 3/4" disolacement 8156.00 . ' Domes6c Size & Type Avg GPM ` Includes higti demeud devices? Yes No . . Flushometers _ Yes _ No PRV Required Yes_,;; No : Permit Fee $50.50 mirsimum (iucludes State SurcLarge) Contract Value Ol% I9 9. Base Fee . , - $ Meter(s) , Required on al( new buildings &boulevard irrieation 'svstems " - . Radio Mete[ Read : . . . . . . . . . r - . . . . ~ . If base fee is $1,000~ or less, su'rehsrg,<e Is 5.50"'" ° $ `Sf8te SwchaTgC If base fee is over~S1,000; aurch5rge is 5.50 per $1,000 of the Base Fee • . . . . . . . , . . Followiog fees apply onty wheu installing uew irrigatlou system~.: . ' . 1'. . . : - Water Pernrit Contact Jeny Wo6scha1l at 6517675-5024 for requireA fee amounts . ' $ Treatment Plant . $ Water Supply & Stozage $ State Surcharge - - - r, J $ Total Fee ' I hereby apply for a Commercial Plumbing Pemrit and admowledge tha[-the information is coaqile[e and,accutate;,tha[,[he work will be in confonnance with theordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand tliis is not a permi[, but only an applicadonfor a pertnit, and work is not ro s[art without a permit; that the work will be in accordance with the approved plan m the case of work which requires a review and approval of plans. Applican4s Printed Name pplicenPs SignaNre . t ' '_.1 . j ' , , ' • !4 a ciTY. usE_oNLY; REQUIRED INSPECI'IONS: ~ U.G. i%:'" _V__Air Test+ GasTest. Rough In ~ Final - . . . - . t . . : . . E PLANS SUBMITTED APPROVED BY: S P ! ~ 3 r~ 3. BUII,DING INSPECTOR GeneralInformation, ...tA.o :}rt,:.•' . ' .;s:-•.-: • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $157.00 ; • RPZ's mustbe rebuilbevery five yeazs. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper hom/shainer, remote wire, and touch-pad meter GPM . METERS USE PRICE GPM METERS USE ~ERICE . 1-20 . 5/8" - tesidenrial $121.00 4-120 1-1/2" irrigation syst .•781.00 displacemeM sm commeicial turbine** . must TeCeive maximum , continuous. approval lo - from Public : Works- . . . . : , r. , . , . . . , , " lawniiii 6on $156.00 4-160 2 turbine 1 atio'n syst $ '982.00 irrigation 2-30 dis3/4~?lacement residetial ~ _ conbnuous sm commercial bduction . ii lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 ,,63; umits,: inaximnm SIIICOIIIIIlCIC121 $Z continuous & Ig comm 'bldgs 25 irri ation s stems i i 5-100 , 1-1/27; bldgs,25,64;units; J$484.00 ma~cunum displacement ,,~continuous md§fcommbldgsSQ - - - ~ : : . _ i . ~ METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM t METERS _,,t • USE PRICE GPM METERS;i~ USE PRICE, 5-350 turbine.:;< „very lg irrigation $1,328.00 6-500 4" compound;, +300.unit bldgs,8c,,; $3,702.00 syst & production ,,yeryJg;comm bldgs . _ lines - _ . . . j 1l2-320 3" compound ~+200 unit bldgs $2,411.00 10-1000 61!rcompoundz 4,+;400 unit bldgs l, %,$6,100.00„ . very Ig comm bldgs y: :ve'ry ]g comm bldgs -:t .r 15-1000r 4!' Surbiqe- .-,,very Ig irrigation $2,329.00 SYst ' & production lines . - - - Comments • To, schedule_inspeetion of the inside wafer line and backtlow preventer, call 651-675-5675. • " To~arrange'fot water tiicri-on, ca11 651 675 5300 , . , i. . . . i.. >r f-,,. , . ~.d- . . . M. ivtaintenanceDiVisionClencalTwhiucian' UPdy. u hdl/03 . ' : .....'t. - .r . PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 DateA?~-3 0 ,/U,~ Unit # Site Address /W9 TQW.(/ L'z&7V-Z-7Z 41Z Tenant Name /~1 (f. Former Tenant Name Property Owner Telephone # a0g) 863 -9/ 7a Contractor /tl0 7 P Z-" AA// l ".bC / Address 07l// City0.O'LUi4 z State ^.vx) Zip,jJ/-79 Telephone # (&1) 77,9 - 9a3a 65/ ~3 ~33~ C.~CL T6e Applicant is Owner Contractor _ Other Work Type _ New Bldg Add-on _ Repair RPZ PVB Irrigation system " * Jer o6schall [o calculate fees. Rc uired meter size is 2" [urbo unless smaller size ermitted b Public Works Description of Work G(At1~"!Z ~U~t2 /.(if'7,V/1 -,bNETi,fO le-OI) , To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Ca11651-675-5300 to verify that hydrostatic, conductiviry, and bacteria tests passed prior to oickine uo meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" dimlacement $156.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) ~ ContractValue $C;2 7 !/gS x 1% UL BaseFee $ Meter(s) Required on all new buildings & boulevard irrigation svstems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ State Surcharge If base (ee is over $1,000, surcharge is $.50 per $1,000 of the Base Fee Fallowing fees apply only when installing new irrigation system ~ $ Water Permi[ Conmct Jerzy Wobschall at 651 {75-5024 for required fee amounts 1, ` Treatrnent Plant 1) rn1) , 'WaterSupply&Storage S' ate Surcbarge $ By Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the informarion is complete and accurate; that the work will be in conformance with the ordinances and codes of [he City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a pertnit, and work is no[ to start without a permit; that the work will be in acwrdance with the approved plan in the case of work which requires a review and approval of plans. ^ ApplicanPs Printed Name Ap IicanYs Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: 6 , BUILDING INSPECTOR General Informatiou • Radio Meter Read (required on all new buildings & boulevazd irrigation systems- $157.00 • RPZ's must he rebuilt every five years. A minimum Fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and rouch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE I-20 5/8" residenflal $121.00 4-120 1-1/2" irrigation Syst $ 781.00 displacement sm commercial turbine** maximum must receive conrinuous 8ppCOV81 10 from Public Works 2-30 3/4" lawn irrigation $156.00 4-160 2" hubine Ig irrigation syst $ 982.00 maxunum displacement residenrial g continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuaus gL lg comm bldgs ZS irri arion s stems 5-100 I-I/2" bldgs 25-64 units $454.00 maximum displacement & continuous most comm bldgs 50 1~ I I Ll METERS REpUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs lines [1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very lg irrigation $2,329.00 syst & producNon lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated 1/03 ~ 4909265 . PROF. ENGR_ CONSULT. 4909265 P.01 . , ana uin46 CArAbA AOAD 601Te JBO SAINT PAUL MflifdESOTA 33119 T6L: 631-490-9266 fAX: 631-A90-9065 /ROF£SSIOIVAL EIVGINEERIIVG CONSULTANTS INCOwroxnl'v,p February 11, 2003 Mr. Todd Stesaart S & H Inc. 2650 Washburn Way, Svite 250 Klamath Fal.l., OR 99603 3ub,j: Excavation Observation Add'n to Kentucky Fried Chicken t 2117 Town Centre Drive PEC *5602 a , ~ Aear Mr. Stecaart: . This letter concerns our observations of foundation soils exposed by excavation Por an addition to the existing Kentucky Fried Chicken buildiag at the above referenced address. On February 10, 2003, Tim Bellino, project manager for the project, recauested our services to make obaervations of the foundati.on soils and provide an opinion vn t3ie suitability of the foundation soils to SupPort t}ze intended foundation loadings. We understand the addition will add a walk-in freexer and trash enclosure on the northside oP the exiating building. Plans for the addition were available on site for our reference. Tt is our apinion Youndation soils exposed at the bottom of the trench foating excavations are competent to suppart the intended foundati.on loadings. The excavation extended through fill~ topaoil, and disCurbed clayey sand SOj.l9 and terminated on naturally deposited stiff sandy lean clay soils. We were able to bear our full wei.ght over,the tee handle of our hand auger tipped with a 2" diameter spiral bit without adv$ncing the auger. The bottom of the footing excavati.on terminated appraximatelp 52" belnw exiating grade. We encountered stiff sandy lean clay in very shallow Frobes into the underlyiag foundation Soils• We judged these soils competent Lo supPOrt a minimuaa of 2000 psf contact bearing pressure without base alnear failure or detrimental settlement. PosPit' Fax Note 7871 Dam va°geyP, To From Co.fOept Co. PhOnex PhO~C» `JI.-CJ~! 7 ~ FeR M 4 C'i F~ k c/~C ~ MECHANICAL (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for: commercial/industrial buildings multi-family buildings when sepazate pemuts aze not requ'ved for each dwelling unit Date N, / jo / 0:3 Si[eAddress l986 /pWni Ce-0,17M 1-VL1I/L° Unit# ~pp Tenant Name (if applicable) 0_ qRAqJ,4 "rA~ Previous Tenant Name Property Owner Telephone # ( ) Contractor giYL O-7rJD AS 5OC . Street Address (v gl`~ gc./LCir, lh U 7L£/l .97 City 57 A61L State g /L/ Zip Telephone #(fpSt The Applicant is _ Owner _ Contracror _ Other Work Type / Newconstruction UndergroundTank _Install _Remove V Interior Improvement Call for inspection during installationlremoval of tank Processed Piping Nature of Work: Zc,~i=TeP EXNR57 r1.4 S Permit Fee $50.50 Mlnimum Fee (includes S[ate Sumharge) OG O~ ConhactValue $ S, Go(?~ x Al% PermitFee ~ • If permit fee is $1,000 or less, add $.5 G~~`--.a~ 'I $ . 5 State Surcharge If permit fee is over $1,000, add $.50 e $1,OOOPermitFee ~ [7~(' ; a $ 3-~ Total Fee By ~ I hereby apply for a Commercial Mechanical Pemnt an ac ow e at the information is complete and acwrate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a pernnt, and work is not to start without a pe t; that the w k will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ApplicanPs Printed Name 76nt's Signature 0 ApprovedBy: Inspector !Date: l6'~~}~f0 ~ 7s 40~ , 2006 COMMERCIAL MECHANICAL rEUMiT arrLicaTioN City Of Eagan , 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commerciaUindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date 5 31 2006 \ CCntle Site Street Address 1287_Town 6ertter Drive _ Unit # Tenant Name (it applicable) Kentucky Fried Chicken previous Tenant Name Property Owner Telephone # ( ) Air Conditioninp Associates inc. Contractor Street Address 689 Pierce Butler Route St. Paul _ State Mn Zip 55104 Telephonek 651 488-0297 ( _ Bond Expires: The Applicant is _ Owner ~ Contractor _ Other Work Type New Construction Interior Improvement _Install Piping _Processed _Gas J Under/Above ground Tank ~ Install Remove When installing/removing fank(s), call for inspection by Fire Marshal and Plumbing Inspector Natufe Of WOrk: Replace Existing Rooftop Unit With The Same Size Serving The Kitchen Area. Peimit Fees: $70.50 Underground tank installatioNremoval $50.50 Minimum (indudes State Surcharge) or $85.00 ContractValue $ x 1% = $ PermitFee $ .50 State Surcharge $ 8,500 .00 $1,000, add $.50 If permit fee is more than $1,000, surcharge 15 c cn f- e..e.., ei nnn ow,ed. $ $ 85 .50 Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the infortnation is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Mechanical Codes; [hat I understand this is not a permit, but only an application for a permit, and work is not ro start without a permit; that the work will be in accordance with the aporoved olan in [he case of work which reouires a review and approval of plans. JohnMatthews <4~ ~ -Applicant's Printed Name ApplicanYs Signa[ur Approved By: , Inspector Da[e: Required Inspec[ions: _ U.G. _ R.I. - Air Tes[ _ Gas Service Test - Infloor Heat - Final , ' t 1 '� � tF j • y r;.1 ' » 3. i, 't �,t " } ,+. ' ,,x Le � r `= ,, f > .: :': • fi -. _ • ry "^ = "x ° M e rl �.. , . t t x ,. a ,d, *. s A� is . r ar Kt ." : `mo t" '', ;.4 d d _ ¢ sky .. �' � .11. r'" y � } _ �! 'f t n r"a • 2? >,t' ; . ., =4 1 ' s � y f 4 Use BLUE or BLACK Ink For Omce Use City of Ea ~n ~ 3830 Pilot Knob Roa RECEIVED j PermltFes: ~ t . Eagan MN 55122 Phone: (651) 675.5675 MAY 2014 j Date Received: j Fax. (651) 675.5694 ~ Staff: - 2014 COMMERCIAL` BUILDING PERMIT APPLICATION Date: / Site Address: l a V -T~✓I Cew4e ~jt/ t V c Tenant Name: (Tenant is:1 New / )CExisting) Suite FormerTenanr TTT Name:. anP.~.. f Q1Qg- r-. Phone: O Property Owner Address/ City t zip. l0 5a &0 -S'A&Jfyt W a(4 Applicant is; Owner Y- Contractor Q Type of Work Description of work Construction Cost: a /1. c NameADalikew: v&A License Contractor Address; City: State: L~ Zip; Phone: 5f w'7~~ Contact: ca (t Email: t UA <t' 1!`C e d yyl Name: AIIA- Registration Architect/Engineer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber Installing new sewer/water service: Phone NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit.the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utillty damage. Call 49 hours before you intend to dig to receive locates Of underground utilities. www.oonhersleteonecall ore 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 r uires w and approval of plans, x I`cd x Applicant's Printed Name pplic nt's Sig ure Page 1 of 3 DO NOT WRITE BELOJ PHIS LINE SUB TYPES _ Foundation Public Facility _ Exterior Alteration-Apartments Commercial /industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments Greenhouses Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New Interior Improvement Siding _ Demolish Building" Addition _ Exterior Improvement ✓Reroof _ Demolish Interior _ Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage _ Fire Repair _ Retaining Wall Salon Owner Change *DemollGon of entire building ^ Alva PCA handout to applicant DESCRIPTION At, Valuation 2d OQp Occupancy MCES System Plan Review dNL` Code Edition SAC Units (2a%---19BR/y Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final I C_O_ Required _ Footings (Addition) Final I No C.O. Required Foundation Other: Drain Tile Pool: _Footings -Air/Gas Tests ,_Final Roof- _Decking ./Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick _ Framing Windows - Fireplace: -Rough In `Air Test -Final Retaining Wall Insulation Erosion Control _ Meter Size: Final CIO Inspection: Sche//pule Fire Marshal to be present: ,Yes ✓ No Reviewed By: l ~1Lf► I V Building Inspector Reviewed By: , Planning COMMERCIAL FEES c~ Base Fee 33q• Z 7 Water Quality Surcharge J<o • Aw Water Sampling Fee Plan Review s •d`~ Water Supply & Storage (WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trun k S&W Permit & Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant (Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL 3 • Z S~ Page 2 of 3