The URL can be used to link to this page

1340 Town Centre Dr INSPECTION RECORD °CITYi OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: O' i e`1 1"t., (612) 681-4675 SITE ADDRESS: APPLICANT: 1. r? 1% i si u4 r i ir,LAIN rrNrri r nr. J<vrr.t' Jr4 ralt,.t s~ 1. ;11 PERMIT SUBTYPE: TYPE OF WORK: S I N+~N I I I td 1,1# INSPECTION DA • DA i t,tl1 l 1J1, V I Illfyll I N 1 f f, r?lll.l?t r N 111 11 t I N11! r' r 1! i ~11 nI ,t iri ~ rNni ~ ~ Pertnk No. Permit Holder Dete • Telephone # ` . ELECTRIC ; PLUMBING HVAC InspecUon DaU Inep. Comments FODTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS TEST VC x L(. ! INSIIL - GYP 8(KD FIREPLACE ti M ~ FIREPLACE , AIR TEST FINAL PLBG FINAL HTG OFSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: f:?~ j~~~ + r;~, 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: i i; t: ,I APPLICANT: I-!1"1.JN i:f'NlRF OR PERMIT SUBTYPE: TYPE OF WORK: INSPECTION TYPE DA • DA ~ r I I P4;, . r~lltll;,~ I i'. i ltllM I N4, 14t, i~•,Ill..ei t(~+ta f'rltJ~~tf I N r'I tci; I;n111,~1 tl'1 illi~ t INf1) k'1 f'•li t!l1AI li f~, f 1('4Ai MA fth t1 t l.;f; . i ~ F ~ = ~ Pertnit No. Pertnit Holder Date Tefephone # ELECTFiIC P~ ~ . ~ ~ ~3-93sv PLUMBING HVAC /27 ,Q~j~7 InspecNon Date Insp. Comments FOOTINGS ~ ~ QG FOUND FRAMING ~j „/fQ ~a 6 ROOFING ROUGH 01,1 P UMBING 7~ PLBG /l K AIR TEST ROUGH HEATING GAS SVC TEST INSUL !p ~ r,tl, GYP BOARD ' FIREPLACE FIREPtACE AIR TEST FINAL PLBG FINAL HTG 30~~•6 / ORSAT TEST BLDG FINAL BSMT R.I. I BSMT FINAL DECN FfG h S'E LtlGK~ Ter z7~i+- DFCK FINAL gt~ 1 1it 9,4 "40C1 7--,0'~~l (~l~ -~i o-K. '.3.~'D •4ixr~~ y~N~.?. SCHLOTSKYS 4 %evoticate nf iccc"anc~ (FU4 of Cfasim ~art~tcar o~ ~~(ii~tg ~u,~yection This Certijcate issaed parsuant to the neqWirerqents oj the Uniforn+ $uilding Code certifying thar at t/re tinte of issuance this stnrcture was irt compliance with the various ordinances of t1u Ciry rrgularing buelding construction or use. For t/re following: use ~OMM 1MPR BMg. Permk No. 28209 Ooa"mcy 7ype Zoning Di,suip rype Const, o,,,,.f&,;mjng RELIANCE DEVEL LLP Ad*.. 527 MARQUETTJ, MPLS., 1~N 1340 TOWN CENM DR % ;,,yy. L1, Bl, TOfiN CENTRE 70 17TH . , _ ~ , ; ~ o.k: ~ P06T IN A CXkVSPICl10US PLACE / ~ r. • ~ . t_ _ - • . . J ._....~.........-.~m.~.^.-- ' ) . . ....«.Y.a ,m,-.-... . . . sertat # 5-! 3a~i~1(7 ` niP # d Co ~oal6~/ - 77 Permit Address: 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANC Signature. se+a-#• ~33 ~Sa (o cniP # os i y R Sa~ Permit # 10 Address: 1 3~~ I~t-Un r- 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: ~ 1 Serial # _ $^0 (0 chip#_ 0 (na0g>~ Permit # ~ Address: /3y0 7-owr2 Ce,.tx., I AGREE T OMPLY WITH CITY OF EAGAN ORDINANCES ~ Signature: Pnv ThINP.!. " IIII III II II I~I IIII II I III I II I~ QUESJ FOR ELECTRICAL INSPECTION Q Mi~3'ate Board of Electricity 7821 Uiverelty Ave., Rm. 5-028, St. aulMN 55104 * 0 2 7 3 2 9 7 2 Phone (612) 842-0800 Home Duplez Apt. Bldg. Other: New Addn Commercial Induskial form Remod Re air Air Cond. Htg. Equip. Water Hk. Load Mgmt. Other: ' D er Ran e Elec. Heat Tem . Service "k' above the work cwered by this request Enter remarks in this space and on fhe bock of the white copy only. ~ I Calculafe Inspecfion Fee - This Inspection Requesf will not be accepled wifhouf the correct fee: Olher Fee # Service EMrance She Fee # Ciraiih/Feeders Fee Mobile Home Park Stall 0 to 200 Amps 0 to 100 Amps Sfreet Lfg./TmHic Sig. Above 200 Amps ve 100 Amps ransformer/Generator INSPECTOR'SUSEON T~3_A~ SO Sign/Outline Lig. Xfmr. ~ CllOi~1 Alorm/Remote Conirol Swimming Pool I hereb ~em ihai i no~ daoi6~d heni~ o~ M~ dme:.mnd Irrigation Boom Ro„eh-i„ ooro Speciul Inspedion Fiml ~ Investigafive Fee THIS INSTALLATION MAV BE ORDER SC N ED IF NOT COMPLETED WITHI . THS. 2^f ~ ~ OFFICE IISE ONLY, T his reqoas1 void 18 manlhs irom wlidafian dare pnnred in fiis box ~ ~ w Ib I (,np,bb ~Cy PLEASE PRINT OR TYPE ~qb I Q f V1 ~ Reqoesl ~am =-7 Rough+n inspMion required2 ? Yes o Inspenion OtherThon Roaghin: 0 Readr Nowl ill Call 42 ~ 4 (You must call the inspecrorwhen ready) Dak Ready: ~ I, licensed conimcior 0 owner here6y requesf inspedion of the above eledrical work at: i 1 Address (Lreer, Box, or Roure No.~ Ciry ZiP ~de I 3 `f I ev iiia, r Section No. Tawnship ame ar No. Rnnge No. Fire Na. Cowy I n Ocwpo ~ Pho - L3 ~c 04 7- k ' PowerSupplier I Address I i EI 'wl Contrador (Comporry Nn Contm r licer" No. /d~ Maskr lic. No. 11lant Ekn. Only) C1~- 7 Malli dre Confr'adoror Perfo Ins1 a onl ,r M~ou A 3- ~ ~0 lwlf~a' Nrt (C ~ aetnr ner PeAoemiig Inmoll¢NOnI Ph e No. EB-Ob001A-10 6/95 ~ STATE ARD COW-SEEINSTRUCTIONSON6ACKOFYELLOWCOPY I I II I II I II IIIIII IIII REfiUEST,FOR ELECTRICAL INSPECTIONS~N,,,. ~ n Minnesota ~+ate Board of Electriciry ~ II 1821 University Ava., Rm. S- 28 t. Paul. MN 55104 * 0 2 2' 8 6 4* Phone (612) 642-0e00 (p/ f'& in_ Home . Duplex Apt. Bldg. -Ofher:' ew Addn Commercial : Indusfrial Farm Remod . Re air Air Cond. ~ Hfg. Equip. Wafer Hfr. Load Mgmt. Other: 0jer Ran e Elec. Heaf Tem . Service "X' above }he wark crnered by This requesf. Enter remarks in tliis space and on the back of the white copy only. ~ I ' I Colculote Inspecfion Fee - This Inspection Request will nof be occepred without the corced fee: OlFier Fee # $ervice Enhance Size Fee # Circuils/Fceders Fee Mobile Home' Park Stall 0 to 200 Amps 0 to Amps Sheet Ltg./TrdHic $ig. Above Amps ~p bove 00 Amps Tmnsformer/Genemtor INSPECTOR'SUSEONLV T})TAL Sign/Outline Ltg. %fmr. ~ ~/Zyy s_0 Alarm/Remofe Control Swimming Pool i he„ ~,n; Iho~ I' d the el oi smll 'an descnbed herein on ~he da ~mrod Irrigd}ion Baom RovgWn $pecial Inspeciion ~ Imestigative Fee Final D.k THIS INSTALLATION MAY BE ORDERED UISCON IF kWdbkgCtfWwITHIN-18 MONTHS. ax ~ 2/~ Q~[~ c/~ ~ OFFI E US ONLY ihia requesf yoid 18 monlhs Irom validofion dole pnmed in b~/ L O O J L (p8'/!'(P (p~7r'(/ PLEASE PRINT ORTYPE Req est k Roogh-in impecfion rpvired2 ~ Yes ? N. Inspeclion Othar Than Rough-In: ~ Ready M. ~ Will Cnll Y Q, ~ (Yav must call the inspedor when ready) ~ale Reody: I, ;licensed coritrador ? owner hereby request inspedion of }he above elechical work at: Job Mdresx (51ree1, Bor, or Rauk No.) Ciry Z~G ~~a yD r~_, Secfion No. Townahip'Nama or Na. Rarge No. Fire N. Counry i I I p.pant Pho.e No. ' 2 s"ty S / PovrcrSoppliar I /Wdresz Y/kI 'cal Conkocbr (Company Name~ Convocror limnse No. Moster lic. Na (Plonl Elatl.Only) l C__. Sl7S hbilinglddros(Conhnctoro Performiig smila r n ~ \ . <au-J, mY1 ;S Aulhonxed SigmNn (Conhatlor or Owner Pe orming I oNOn) Phone No. i / EB-0OOO1h106/95 I ST 60AfiOCOPY-SEEINSTRUCfION50NBACKOFYELLOWWPY ~ i'~'~ COMMERCIAL L~ w~ C~ I(`70 2002 BUILDING PERMIT APPLICATION CITY OF EAGAN 651-681-4675 New # after 12/10/02 651-675-5675 Foundation Onl New Construction Interior Im rovement • Structu2l Plans (2) sets • ArchltecWral Plans (2) sets • Architecturel Plans (2) sets • Civfl Plans (2) . SWclurei Plans (2) • Code Analysis (1) " • Certificateof5uroey (1) . CivilPlans (2) • ProjectSpecs (1) • Code Analysis (1) " . Landscaping Plans (2) • Key Plan (1) • ProjectSpecs (1) . CodeAnalysis (t) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " . CeAificate of Survey (1) • Energy Calculations (1) not always° • Soils Report (1) . Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighdng Form (1) not always" . Meter size must be eslabfished • Meter size must be established • Meter size must be established - if applicable • ProjedSpecs (1) 1 • EnergyCalculations (1) " 1 1 • Electric Powar & Lighdng Form (1) 1 1 • Master Ecit Plan (7) 1 1 . Emergency Response Slte Plan (7) 1 1 • SoilsReport (1) 1 • MC/ES SAC determinafion letter • MC/ES SAC delermination letter . MClES SAC determination letter call 651-602-7000 rall 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 Inspections for sample. Permit for new buildings or additions will not be processed without Emergency Response Site Plan. Ask Building Inspections for requirements. DATE: ~ 2 J~0 1~Z yyORK TYPE: NEW X REMODEL CONSTRUCTION COST: SITEADDRESS: Ce~2t- ~y~?~ fyc,n..,r Ss~t3 TENANT NAME: AAy.7 0 '-t-.s 9 CD' SUITE FORMER TENANT NAME, IF APPLICABLE: Name: 2tu.^w~t ~E?r~wR^~wre.o_ Phone#: ~o( t z ).~3~-/00~0 PROPERTY Last First OWNER StreetAddress: TaA"'T2- City: State: Zip: Company: r^'~~ !a .,s Cn_.~ ca~ Phone ) S 9 S"ZhS''6 CONTRACTOR StreetAddress: -?sLS- G X/ City: 4o+^^sc.%-H' State: Zip: ARCHTTECT/ ENGINEER Company: )-7e-s Phone ( 3 1-3 -7" Name: Registration SReet Address: b o S~~i+ l~'a ~U-4 City: /~;)dvve fL- State: zip: ~ ~y Licensed plumber installing new sewerlwater service: Phone I hereby acknowledge that I have read this application, state that the information is correct, and agree to com th all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: Updated 7/02 OFFICE USE ONLY SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments X 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 15 L,odging ? 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 Alterations C 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization ? 34 Replacement 5Z 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMAT,ION Census Code 3'z Zoning CJ~ sq. ft. SAC Code *5 0 # of Stories sq. ft. No. of Units o Length sq. ft. No. ofBldgs. Width sq. ft. Const. (Actual) ~ Basement sq. ft. MC/ES System (Allowable) ~ First Floor sq. ft. City Water UBC Occupancy A-sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation El Plumbing 0 Stucco/Stone APPROVALS Planning Building Enaneering Vanance VALUATION $ Permit Fee Surcharge Plan Review 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 -7 CJ COMMERCIAL aO ) S7 Cn ~ 9 2002 BUILDING PERMIT APPLICATION CITY OF EAGAN 651-681-4675 New # after 12110/02 651-675-5675 Foundation Onl New Construction Interior Im rovement • Structural Plans (2) sets- • ArchiteGural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) . Structural Plans (2) • Code Malysis (1) " • CertiTCate of Survey (t) • Civil Plans (2) • Project Specs (1) • CodeMalysis (i)" • LandscapingPlans (2) • KeyPlan (1) • ProjectSpecs (1) . CodeAnalysis (1)• MasterExitPlan (1) • Spec. Insp. & Testlng Schedule • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must be establfshed • Meter size must 6e established • Meter size must be established - if applicable • Project5pecs (1) 1 • EnergyCalculations (1)'" 1 1 • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 6 • Emergency Response Site Plan (7) 1 • SoilsReport (1) d • MClES SAC determination letter • MC/ES SAC determinatlon letter • MC/ES SAC determinatlon letter ca11651-802-1000 ca11 6 51-6 02-1 000 ta11651-602-1000 ' 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: I L/ro%o i WORKTYPE: NEW ~ REMODEL CONSTRUCTIONCOST. ~0D'ou , SITEADDRESS: 1 3ko TbLJnX GeJTtLe- P R-•~f. r~qL,^.,~,~~,,,,.? .rS-i Z3 TENANT NAME: 7 D~F ~ SUITE FORMER TENANT NAME, IF APPLICABLE: Sctl-t.,oTZ~~+ ~s C U ~k-fc~C~~ 6~ Vi Name: 11-4<L. ^~i°Z I-)CVta,.or'^.tA-7r Co~++~ y Phone b~ z 3J 8- l o0 0 PROPERTY Last . First . , , OWNEA ' TL StreetAddress: S~~'`~ T~A+_ . ~City: State: Zip: Company: Mh0-~w~+? ~pnx"ta~..c~~~'~ Phone-#:,( 74 S ) 5"45-05'-f CONTRACTOR ' StreetAddress: ke~-^^ Zbi- GA~t City: e..rw State: i+^~? Zip: 3-SLl, r1 GINEER Cornpany: S~^^~~k D,tawr? r~L3~m~v Phone#: 3a3~~~_-'S'3-I-tit?~ i N T/ Q 2r^? Name: Registration l J J~ SheetAddress: 1~ $iFv'r,+ l=G 1>2lyz _ City: D'i A/V#-V- State: 4<s Zip: Sa 2-0%4 Licensed plumber installing newsewerlwater 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:~~ ~ Updated 7102 OFFICE USE ONLY SUBTYPE ? Ol Foundation ?A Public Facility ? 30 Accessory Bldg. ? 14 Apartments V 27 CommerciaUIndustrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New Ir?'35 Tenant Impr ? 42 Demolish (Foundation) ? 46 Windows/Doors ? 32 Addirion ? 36 Move Bldg ? 43 Reroof ? 47 Repair ? 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code Zoning sq. ft. SAC Code ~SO # of Stories sq. ft. No. of Units / Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) Basement sq. ft. MCBS System (Allowable) First Flooi sq. ft. City Water UBC Occupancy A3 sq. ft. Fire 5prinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation p Plumbing 0 Stucco/Stone APPROVALS ~ Planning Building Engineering Variance VALUATION $ /SO 0O0 Pertnit Fee 7-r -I Surcharge Plan Review MC/ES SAC / f . 00 % SAC City SAC /~OoD .OiO SAC Units IO Water Supply & Storage Meter Size SNV Permit SNV Surcharge Treatment Plant ? .DO Park Dedication Trails Dedication Water Quality Other Copies Totai ' I Mechanical Compliance Repurt M?nnesota Commercial Code COMcheck-EZ SoBwarc Vc[sion 2.3 Rekbse 1 Dam flename: £:Wctive\2002102200204.15102200204.]5.CAT.1N(:Fa ganMAi.cck I hereby certNy that tMs ptan4 aped(icefion, or aapoA was PrePereQ 3ection 1: Project Information by me or unaer my dtrect supemsmn and ftl i aml e amy ueeased T~xoject Name: NoodIes & Co. Englneer umfer i laws of 1?ie Stete Eagan Town Cenrer ~ P.agan. MN C er " DesignedContractor: L,emon Biaktey Inc. ' Daument Aurhor- Lazsoa Binklcy Inc:. i y Section 2: Geners?1 Information oete f°' saanon »o, 21e35 Building LocaAon: Dako[a, Mimesota Clinuu 7.0ne: 16 Hearing Degree Days (base 65 degrces F): 8048 CooIinQ Degree Days (base 65 deerees F): 590 Buildmg Lse Mtihod i f Conpliance: Activity Type Medtod Project Description (check oae): New Consttucdon Addition Aiteration linconditioncd Shcll (File .9.ffidavit) Section 3: Mech i ical5ystems L9st v$~,~gg'Fy Sve%am Tvee & Descrintion ~ FNAC Systom 3: Fieating: Ce~nl Fumaeq Gw / CooFing: Rooftop Paeksge Uait, Capxiry ~90 -<135 kBtulh. Ait-Caoled C:ondanaee' 1 Single Zeme ~ 1 HVAC System 4: Hrrting: Cenval Pwmau, Gaz / Cooliag: Rooftop Packyqe Unit, Capaciry I'65 kBwlh, Air. Coulcd Coudevsec / Biugle Zone 1 HVAC Systcm 5: Heatmg: Centrsl Fumace. Gas / Caoling: RooRep Pacbge Unit, Capacity -65 k8m/h. Ait- Cooled Coadenser / Single Zooe I Wa2r Heating 3: Servite Wates Reatex Sectlou 4: Reqninotenu Checkl5st C cric Rcquireme I te: Must be met by all systems to whieh the requirennent Is nPP»eahte [71. Load ceiculatiutts pes 1997 ASFIILAL Iundaaxnmla , (rJ 2. Plaut equip:i¢at aad system cnpacity no geater than needed to mect loads - Exceptioa: Standby equipment auromaucaily oYYwhca primazy sYsiem is aPcx'aiiog - ExcepIIOa Multiple tmi[5 wntnllcd to xquence operation u s fvactioa oFload [ 3. one mmpcianuo coatmi device pex sysiem Miaunum one humidiry eontxol cievice per in.cratied humidiflearion/dehulnidification systcm [ 5. Thermostatlc conntois nmst have 5 deg. F dcadband - Fxceptioa: Thermostats requiring menual ehangeover between FearinS and cooling (~6. Automatic Controls: Setback to 55 dcg. F(kieat) and Si deg• F(cool); 7-day clocl, 2-hoiu occupant ovemde, 10-hourbachip • Excepuoa Continnonsly operaring zones • Exceptiou: 2 kW demazid or less, submit calculations (j7. Autoautie shutoff dunpers on rchsust systems aud suppiy systems wiPo zirFlnw >3,000 c&n [~J S. Ontside-air sourcZ far vemiFarion; system capable of redueing OSA to requaed minimmm ~..j~ 9. I2-5 supply and retum aix dncc insulation in uncondidoned spaces R-8 supply sad retmu air diut insulaaoa ouaide the buildinB i ~ R-S insuletioa bctwcm ducts and the build'mg axmrior when ducu ue part oF a building assa i bSy - 8xcepdori: Ducts lucated witLiu equipmeut I • ExcepCou: Ducts with interior and exterior temperature difference aot exceeatnp 13 dsg. l'. Fr10. Ducts sealed i longitudinnl seams on rigid ducn; taasveru swms an all duees; UL 18 1A or 1818 sapac and masdcs 11. Mechanical £asuners and sealams used to cormeet dacts snd air distri6ution equSpment 12- Opcrafion an3 maiaeenance maziual provided m building owner [vf 13. Balancing de~ices pro"dcd ia accoxdance wirh IMC 603.15 [ 14. Newty puwrcFIxe1 sczvice wsoer healing equipmeat will meet the efHciency requiremerts [ 15. W ater heatarltemperatuce controis: [ 10 deg. F for dwelliag maits or 90 deg. B for orher oernpancies uuements Specifc To: HVAC System 3 L~1. Nawty purchascd heatia8 equipmznt will meec the hearing effieiency roqviremmn [vf 2. Newry purchased cooliag cquipuuut will mcet the coolang cflicicae:y cr.quicemcuts 3. Inhgsud i ccbaomizai required Reqaircments SpeeiGc'Pn: HVAC System 4 14 1. Newly puxchesed heaiing e4uiPment `Hill meet the heatiIIg efficiency requirements [4 2. Newly pureh I ased cooiing equipmmt will meoc the cooling efficiency requittmenn i Rg4uirements Specitic To: HVAC Sysieut s ['~I l. Newly purohased hncing equiPmeart wiU meet the Lcatuag efficiency requireenents 2. Newiy piuchi ed cooling equiPa7ent will meet the caoling efficiaucy xequirements Requiraments SpeeifIc To: Water Reating 3 . I. Heat haps inl inleUoudet fittings [ 2. 1/2-ia, insulznom om 8 ft o£ialeNoudec piping if no integral heat aaps Section S. Requi ICments Descripttoa . Y'he foAowing accrio i providna a more detailed explanatioa of ebe requirememc listad ia Sccdoa A. Gencric Requireme Its: NTust be met by all system9 to wpich thc requlrement ia applicable 1. Design heatiag and cooliag loads for the bwld'mg must be detemsined using proceduxex eqnivalent m ihoae ir Chapcers 27 aad 28 o£the ASFiRAE Fiaudbook o£FimdameamFs or aa approved equivaleat catecilation procedura 2. AII equipment aad systesns must be sized w be no greatet rhan ~dcd to meer cxlculated loads. A sinylc picce of ecN1Pmerit P~'d~$ borh heating and cooling must sadsfy this provision for one fnacttott withlthe wpaciry for the othex funcfion as small as possSble, within availabie e4uipmcnt oPrions. - Exccprian: Tha tquipment aad/or systtm cagacity may be greater tLaa calculsted loads far staadby putposes. Srandby equipmene must be automaticatiy crnmolled to be off when the primary equip i ent andlor system is operating. - Faccepdou: Multiple units of the same cquipment lypc whosa combiaed capaeities excad tha caiculated Ioad are altowedlif tlcy aee provided with contols to sequence ogeTadon of the units as the inad icrease4 or decreases. 3. Fich heatiag or cooling system setving a siagle zone must have its own ecmpaariua wntrol Idevicc. 4. &xh hwnidificatioa system atvst have iu own haffidity Control device. 5. Thermoswts controliing borh heatiug and cooling must be capable of xminreining a 5 degree F deadband (a nnge of cemperanue wLere no heaang or cooliag is provided). - Exceptiw~' c Dcad[baad capability is noi required if the theimostat does noe bave automatiq changenver capabilary bcnvem heativg and cooling. 1 6. The sysum or zone eonanl must be a programrnahte thermostat or other automatic control meetinS ft followmg critaib:u) capable of sening back teaqeratuce w 55 deSrcc F d11ring heaain-. and settisg np m 85 degree E durinQ cooiingb) eapable af automa4cnlly ycxing lrack rn sBuckiq% down syscems durm: °AOCCUPicd hours using 7 diffexent day schedulesc) have an accessible 2-hour oceu}mt overrided} have a battay back-up capable af maimtining pro$mtmaed settinss for at ic:ast 10 hours withont power- I _ Excepti on: A setback or shntoffconunl is aot required on themwsmm that contco] cysteml; i serniag ateas that operau coously. _~p~prian7 A rsn.rhack or chntoff eotrurol is na rcquited on syseems widx total rnectv damand of 2 kW i (6,826 snAh) or ,C ss. 7, (Oatdaur-a'ff 8ipply sysums with design airflow rn~s >3,000 cfm uf uutdour aic uid all cxhaust systcros must have dampers tha{ ue automatically closed while the equiptnent is uot aPeratin& I S. 'fha system nut supply ouuide vcatifaaon air as reqwired by Cbapta 4 of t6e Inuraarional Macliaulcal Code. Tf tha ventilatioa syssem is deszgned to supply outdoor-air qoantiuas excading minemum re4uitedlevels, the sysrcm miut he capa6le of reducing outdoorair flow to +he min'vrnuu nquired leveis. g. Air ducts muSt be insnlsuxi to tfie followi.ag levek:a) Supply and returti afr ducts for conditioned air loea[ed m imccmditioaed spiees (spaces neither heated aor cooied) must be msulated `Hith a minimum of M. Uncondisioned spaces include attics, crawl spaces, unheaced bascmanta, smd unhcated SaraBcs-b} Supgly and rearcn air duets and plenums mu,et be insuIated to a minmium of R-8 when locaced outside the biu7ding.c) When dnctslarc located widiin exuriar c~,~cponents (c.g., floors or mofs), T:~imw+ R-8 insuladon is reqused oniy between the duct and the building exbtiar. - Exception: Duct ineulafion is uot zaquired on ducts loeated withia equigment. - h7ceeptlon: Duct iasulxtiun is uot rsqui[cd whrn the desigo tempexaturc differcnce between the interior and exterior of the duct or plenum does not excecd 15 degee F. 10. All joiats, lot~gitndizial sad uansverse sav's, s~d eoanecdons in dnctwork must be securely ualed usmg weldments; may~ucal fasteaers w+th sea4a, gaekets, or mastics; mesh and mastic sesIiag systems: or ppes• Tapes md rmstics must be ]istad and labeled ia acwrdance with UL 181A or IJI.181B. 11. Mechaaical Pds[eaats and ytal%, mutics, ar gsskeb miut bc used wlua comecting ducts w Prns aad other air disaibu6on equipmeu4 iacludin~ rmiltiplc-zone te~inal unitc. 12. pperation a~d maintenaaae dacwnentaaam m~st be provided m ehe aw~ut tLat includes at least thc following infornmtiona) eqmpment capaciq' (iepnt and output) and nquired mamtenanee aetz0asb) equiP~nt oPerad be wicin8 and mainunancc maaualse) FNAC sYStem eoatol maiatenauce and calibrarioa iafomiation, iacluding diagrrsns, sahemseics, aad conaol a¢queme desu'+ptioas; desired or 6e1d-determined stt poiuts must permaaen$y recoided cm cuntroI drawiags, at contro! devices, or, for di~tal coan'ol sysmms, ia P i 3~~8 coc~cntxi) co~lete nazcative of how each system, is iatended ro operate. 13. Euh supply air outlet or d~tTusa and each zonc termiaal devicc (such as VAV oT mixing hox) must Lave its owe balanci¢g devicc. Acceptable balancing devices iaclude a~justable damPas laaud within ~ductworkS tcnuimal dcvicos,Iand supplY eir diffuseis_ I4. Secvice Aat~ heatiag cquipmrnt Tiwst meet miaimum FederaI effic:iency reqviremerts mcladed in the National pPpt:snce En¢Yg'y Conservation Act and the Ener¢y PolicY Aci of 1992. wluch meet or exceed A3HRAE 90.1 Code. Naw service watar hearing eqaipmmt can be usumcd m meet these requitemcnts- I 15. Watco-hc+un8 eflwPmtut meut be providcd with contoIs that allow the usca to set the watex mmpexawre to 110 ° F for dwe3ling units and 90 ° P for other acupancies. Conaols must limit output temperatuies of lavatoria in public faciHty r i ooms to 170 ° F. Tteqniremcnb Spce3fc To: HVAC System 3 l. The specified heatinR e4wPmm is covered by Federal minicmim efficiency requlrements. New equipmenc of this type wn be assumcd M meet ox exeaed ASHRAB 90.1 Code ieqwxemeng for equipment effieiency. z_ Thc speciged' coolmg equripment is covered by Federsi minimum effuicacy reQuiremenu. Nsw equipmeat of tlsi„ type ean be asatimed ro mcM ar crcocd ASHR.rLB 90, 1 Code raquirements for eqnipmmmea2 e2YuienCY- 3. An intesratO air economizer is re4uired far individual caoliag systems over 90 kBw/h or 3,000 cfm in the selected climace. An integrated ecoaomizer a}lowe simuttaneous operation of ouWonr-air and nisehanical cooIing. Requiremenb SpxH[c To: HYAC Syxtem 4 1. The ypeci{ed fieating equipmsnt is cwered by Federal minimnm efficie.ney Tequirements. New equipmv'nt of rhis eype can be assmned to meet oi exceed ASHRAG 90.1 Code reqaiicmeau for equiDm«~ cfficieacy. 2. The specifiad coolinE eqnipmeat is cavered by Federal miniimua efficienoy *e4"'=ements. New Cquipment of rhis rype can be assumed [o meet ox exceed ASFLRAE 90.1 Codo rcquirements foz eq~dpment cfficieucy. Requtrements Sp i fle To: HVAC System S pt~w ei errc ~f i. T'he spec:fied heating equipment is coverod by FederaI minimum cfficiency cequirezneaa. , 4nPm this type caabz sssumed to meet or exceed.ASHRAE 90.1 C'ode zequiremeats for equipmeat effi ciency. 2. '[he specified cooling equipmeat is cwered by Fedezal minim~ucs effieicncy re4i+uearants. New equipmeat of this rype can be assumc~l w mees or exeeed ASMIAE 90.1 Code requiremenu for equipmeaY tfficiency. Requiremeots Spe lific To: Water Hzating 3 1. Hwt taps sre reqvired on noncirculatiag watex heatin&,tyetemc on both inlet and outlet eonnections. Heaz aaps mny be piuchnsed oz field-fabcica2ed by aesring a loop or mvemd tiahaped arrangement an the inlet and . oucltt ptpes. 2. Pipe icsvlatil for t2ze speci2led noncirculatiz~g urvlce hot waas sysrem is reqused for aii I iug iu tLc following categoiies:a) the firse 8 R of oudet pipmg &om any constanc-tempaaturz, noneirculating sto:ege systemb) the inlet Pipin3 betaueen the smrage tank aad a hza[ vap in anoncirculatiag storage syseemPipe irisulation muse be nt lesst 1/2 m an I Q have a conductiviry no ;,0.28 Sm-in1(hR2•°E). Section 6: Compliance 5tatemeat The proposed mec I'caF design xeqnsented in dfis datmient is consistenz aith tlu bw~ding P1aac= sPecificuions and other calculeHom auliuutted with this pexxnit appliation. The proposed mechaoical systtms have be i designed to meet the Minnesota Conssnerciai Code requiremena ia COMch -EZ Versioa 23 Release 1. ~qcK Z . /2' I-OZ Pxiacipal Mechanicnl! s8aer-Name uire llatt I ~ ~ Lightln~ Cumpliance Certiticate i nereby cenity tnat thts pian. Mianesota Commcrcial Code specittcation,l or report was prepared COMcheck-BZ Soflwar ,a Versioa 2.3 Rekase F by ms or und'er my direct supervleian Datafilename:E:lAcrive\2002\A220(120a,15t02200204.i5.C.AL1DiCEaganlvlN.cck 8hd th8t I I 8R1 8 duly LICeflf6d Engine9r under the laws oi the 8tete of Minnesota! 3ecUou 1: Project Iaformation ~ ,Whn C. Couker Pioiect Name: YoOdles 8c (:o. e L'~-C%~^ J Eagae Town Center DesiperJContractor, i.a+ BinlacY Inc• ate /Z ~ Z.q~yisbatlen No. 41212 Document Author [,arson Biakley Tnc. Section 2: General information Building L,ocation: I Dakora, Minneaota Climate Zoaa; 16 HCatiog Degree Days (base 65 degrees F): 8048 Cooting Degree Days (base 65 degrees F}; 590 Bw'ldiag Uu Method'of Compliance: Acriviry Type Method AetiviN'rix(s) I Food Service Leisme )ining 1326 Fc>nd Sezvice Kitchenl 1124 Commoe/Misc. Toile~ashiag 320 Project Description (chak one): ~ _ New Coz~sAucrion _ Addition ?Alteration Uncondirioned Shell (File Affidavit) Section 3: Requiretnents Checklixt Inspecrion Apamved initiat Datc (Y~`~} Conirols, SwittLiug,, and A'friug lndependent cnntrols for eflch space (switchloccnPancY sensor) Excepttons: Secuxity liglating, buildino lobby/retril stozdmall Masttr switch at enh I m hoteUmotel guess mom Two switohes, dimm I, or «cupaacy sensor in eacL space ptovidiuag i a uuiform illwninati i pattezn Esceptions: Oniy one luruinuire m spaee; Aa oGCUpaaasensiugI dcvice controis the u'ea; . TZu area is a corridor storage, restroom, oz lobbY PhowcelVattronomicl 1 tutx switch on exterioi lzghu Exceptions~ Largo covared azaas mqufring lightiag during daylight hours Taadam wired oae-1 i aud tluee.lsmp 6allasted lumia+aires F.r.ceptions: Eltctronic irigh-tYequeney ballasted ivuunaires no[ on samc swiich Interiar T,ighting ToG11 uw31 waar muSl bc lcss Uwn or cquul tv lowl allowcd watts Allowred Watts Aetwl Watts Complies(Y/N) 4774 4059 YLS F.xterior Lighdng Type(s) of esterior lightiug sow'aas: Fluoroseeat /Metal Halide _High-Pr. Sodium Exccpiions: I Specialized sipial, direcdonal, and muker lighting; lighting highlighting exterior features ofhistoric buildmgs; advaidsing signage; Ifety or secuxity lightsas;low-vottage landscape lighting. Section 4: Comptiance Statement The proposed ligheing design represented in this documcat is consutent witfi the bmld'u,g plaas, spec3ficarions aud other calculatians submitted with this perxnit appllcauoa. 'fhe proposed lighring 3ys[em hes been designed to zneet the il4imiesota Commercisl Code requireme¢ts 9n C01NcherJ-E2 Vasion 23 Release 1. -~t~ 12-- Prmcipal Ligkting Designer-Name Sf Dam Lighrin~ Applicadon Worksheet Minuesota Commercial Code COMcheck-EZ SoRware Version 2.3 Reloase t Section 1! Altowed Lighting Power C.alcu[ation p B C D 'lotal Floor Allnwed Allowed Area Wntts Watal, cea Cate~ (ftZ) (waca/ft2) (B x C) Food SeNice Leisuie Dining 1326 1.848 2430 good ServiceKitchesal 1124 1.848 2077 CommoNMisc. Toile~ashing 320 0,77 246 TotalAtlowed Watts- 4774 Settion 2: Actaal Lig6ting Power Calculatiou A B ll E F Fixwre Fixture Descriprion! LampsJ # of Fixtuxe m Lam~pe,acxieiiops,! Wattaee Per Larm / Ballasc F.gtur4 Fixturgs )Y15. (A x E) A, n I LV Hal I gen Pendant / UEheT 1 I S 35 525 S1,22 Par 26 Tnek Head / Othes 1 59 35 2065 D, D 1 Downliglu / Othez 1 18 45 816 E vatenee tixNre / P20T121 Elecaonic 1 2 z5 50 F 2x4 Troffer / 48" T8 32W ! Electonic 3 9 93 837 FF 2x2 Troff¢r / 24" T'SU 32W / Elecaon+c 2 6 62 372 I Total Actual Watrs 4659 Secrion 3: Compllance Calcnlation If the Total.4lTowed S'am mmus the Toral Aciual Waus is greater tLan or equal to zao, ihe buildinQ comPlies- Totai Allawnci Wam - 4774 Total e1eWa1 Watts = 4659 ProJea Complianco - 115 Lightipg PAS$ES: Dcsign 20/o better than cede . 13u ~ TW~ G^-\cJZ_ MixxESOra DEPARTMENTorNEAIiH Pratectdnp,, maantaining and impraving tbe healtb of all Minnesotans December 31, 2002 Marksman Construction 3515 Kilmer Lane North Plymouth, Minnesota 55441 Gentlemen/Ladies: Subject: Fold and Beverage Equipment at Noodles & Company, Eagan, Dakota County, Minnesota, Plan No. 031907 We are encloling a copy of our report covering an examination of plans and specifications on the above-designated project. The plans andlspecifications appear to belin general compliance with the standards of this department. Please see the enclosed report for additional changes and/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. This review does not pertain to the Engineering design (i.e., plumbing, swimming pools, service connections, sewage systems). A separate report regarding the Engineering Review will be sent. Ten working days prior to completion of the project, please contact Ms. Pamela Steinbach with our Metro district office at 651/632I5147 in order to arrange for a final on-site inspection. If you have Iny questions in regard to the information contained in this report, plea'se contact me at 651/215-0862. Sincerely, 7tove Craig Public Health Sanitarian Environmental Health Services P.O. Bax 64975 St. Paul, Minnesota 55164-0975 SJC:jIr Enclosure cc: Mr. Oirk House, Plumbing Inspector Ms. Pamela Steinbach, Minnesota Department ofi Health General [nFoanadon: (651) 215-5800 a TDD/TTY: (65I) 215-8980 0 Minnesota Relay Service: (800) 627-3529 o wwtiv.health.state.mn.µs I For dir I tions to any of the MDH locacions, call (651) 215-5800 6 M equal oppottunity employer MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on food and beverage equipment: Noodles & Company, Plan No. 031907 Location: 1i40 Town Centre Drive, Eagan. Dakota County, Minnesota Date Examined: December 31, 2002 Date Received: December 11, 2002 Submitted by: Marksman Construction, 3515 Kilmer Lane North, Plymouth, Minnesota 55441 Ownership: The following are corrections or requests for adtlitional information necessary befiare constiuction of your project: l. Food and Beverage service equipment must meet Je applicable standards of NSF International. Evaluation to these standards by ETLland UL are also approved. The proper stilcker 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. Providl an,NSF approved ventilation hood over cooking equipment which will capture and eliminate moisture, vaporsi smoke, fumes and grease laden vapors. Also, Ihe requirements of the Minnesota Uniform Mechanical Code(sectiori 2000) covering commercial kitchen veritilation systems must also be met. Ventilation hoods must overhang the cooking line by at least six inches on both ends. 4. Wall slurfaces in food preparation, dishwash~ing and storage areas Ishall be smooth,- light colored, easily cleanable and nonabsorbent to the highest level of splash or spray. Stainllss steel or equivalent materials should be installed behind the cooking line. 5. Ceilings in food preparation, dishwashing, food storage areas, and ba'r areas shall be smooth, nonabsorbent, 1 . ght colored, easilyl cleanable, and must not be perforated, fissured or textured. Noodles & Company -2- December 31, 2002 Food and Beverage Equipment Alan No. 031907 6. Walk-in cooler shelving must be NSF International approved stainless steel, factory precoated epoxy, or other materials designed for this type environment. Chrome or zinc shelving is not approved. 7. All equipment must be installed so that it is easily cleanable, that ils, either easily movable, sealed in place or having sufficient space surrounding the unit to clean ii place. 8. All artificial lighting fixtures located in food preparation areas,lfood 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). 9. All hol water generating equipment (water heaters) must comply with Standard No. 5 of NSF International, and be' of adequate capacity to meet the anticipated demand of the establishment. 10. Hollow base cabinetry is not approved. Cabinetrly must be on 6 inch legs for easy cleaning, or on solid concrete pedestals. Approved: S Steve Craig Public Health Sanitarian Environmental Health Services P.O. Box 64975 St. Paul, Minnesota 55164-0975 ~ Metropoli;tan Council Building communities that work Enuironmentai Services December 13, 2002 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metrop I litan Council Environmental 5ervices Division has determined SAC £or the E Noodles & Co, to be located ata2nr"R0n enj? ' euwithin ihe City of agan. This project should be charged 10 SAC Units, as deternuned below. SAC Units Charges: Restaurani (full-service) 80 seats @ 8 seats/SAC Unit 10.00 Outdoor Seating 28 seats-@ 8 seats/SAC Unit 3.50 Total Charge: 13.50 Credits: Schlotzskys (paid 7/96) 72 seats @ 22 seats/SAC Unit 3•Z7 Net Charge: 1023 or 10 Ifyou have any questions, call me at 651-602-1113. Sincerely, &o~ Jodi LVEdwards Staff Specialist Municipal Services Section ,q.,9 JLE: (325) 02121358 ~ Cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan www.metrocauncil.org Metrn Info Line 602-1888 230 East Fi[th Street • St Paul, Minnesota 55101-1626 • [651] 602-1005 • Fasc 802-1138 • TTti' 291-0904 1 AnEq,ud OppoKUnt[y Empbycr , PERMIT ~ CITY OF EAG N PERnnir TvPe: I 3830 Pilot Knob Road ~ BuILDING Eagan, Minnesota 5512 -1897 Permit Number: 028209 (612) 681-4675 Date Issued: ~ 0 7/ 0 9/ 9 6 SITE ADDRESS: i 1340 TOWN CEN7itE DR , L07: 1 BLOCK: 1 I 70WN CENTRE 70 17TN I P.T.N.: 10-77041 -1010-01 I DESCRIPTION: ~ SCNLO7SKY (INTERIOR) I ~u£k~:dxr~g,ermit 7ype COMM_/SND. MTSC. ~~Type TENANT FINISH vbnt U6'tO44 437 ALT. NONRES. 0 . ~ ~ a ~ "t~A v~-ffi ~'r"+,r ~~s~ & E s "c~~,(~ ¢en', ~ 7m~ G~ , .".•~`'a REMARKS: + ~ FEE SUMMARY: ~ VALUATION $75,000 Base Fee $731.00 CITY SAC $200.00 Plan Review $475.15 TREATMENT PLRN7 $792.00 Surcharge $37.50 Total Fee $4,035.65 SAC $1,800.00 SflC % 100 5AC Units 2 5ubtotal $3,043.65 • CONTRACTOR: - qpplicant - OWNER: ~ ROSEWQ00 CONST SERVICES 24886162 RELIHNCE DEVELOPMENT LLP 235 E ROSELAWN 10 527 MARQUETTE 5T PAUL MN 55117 MINNEAPOLIS MN (612) 488-6162 (612)338-1000 `'X hereby a~I~,i~ z~ledc~e ha.'C x',~ krave re~t~ R~sat3,tz+'M e~d sta'te tI~a~ the infarm~~~t~n :ar,~ tanil a,9r-ee9 ta Camply ktith a~.l tz~Zp, iGahle 5taxe oF hlr~~ ~ A PLICANT/PE MITE, GNATURE , IS ED i SIG ATUR CITY OF EAGAN 091, 3830 PILOT KNOB RD - 55122 996 BUILDING PERMIT APPLICATION 681-4675 jf0MA1t=0Cei19Z. New GonstrueLOn Reauirements ! RemodeVReaair Reauirements ' ? 3 registered site surveys I ? 2 topies of plan ? 2 copies of plans (induda beaml fi window sizes; poured tnd. design; ela) ? 2 site surveys (extedor additions & decks) ? 7 energy ealculatlons? 7 energy calculatians for heated additions ? 3 copies oi tree preservation pldn A lot platted aNer 711193 ' required: Yes ; No DATE: CONSTRUCTION COST: DESCRIPTION OF WORK.` r 75 C-rft-0 -,2~ K% 5 LSTREET ADDRESS: ~ ~ LOT BLOCK i ~ SUBD./P.I.D. ~ PROPERTY ~ Name: Phone OWNER "'T ! 5treet Address_ 11 City: State: Zip: Phone '~fi'"~~6 2 CONTRACTOR ; Company: s - Street Address: Z 3 S ~ • ~ZO~tZ-~x~ License City: ~7~ State: 1-J Zip: 5T4/7 ~c5i 6,0,) Phone -12~F(f6 /6 L ARCHITECT/ Comp811y: ENGINEER ' i ~ Z- ~ S- o Ct~J~:/ j,' Name: /2 5 Registration # IS0p' 6v ' ) MAY 1 6 .1996?' 3 Street Address• P-?, ( i ' ciry: sa~e--- Sewer & water licensed lumber. Penalty applies when address change and lot change are requested once permit is issued. ~ I i hereby acknowledge that fl have read this application and state that the inform ' is correAand eeto compiy with all applicabie State of Minnesota Stafutes and City of Eagan Ordinances. / Signature of Applicant: ~ OFPICE I,USE ONLY Certificates of Survey Received _ Yes No Tree Preservation Plan Received _ Yes _ No , OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation -oflt`19 Comm./Ind. Misc. ? 21 Miscellaneous a 18 Comm./Ind. ? 20 Pubiic Facility WORK TYPE ? 31 New a 33 Alterations oe1-'" 35 Tenant Finish 0 32 Addition o 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Altowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinkiered Zoning sq. ft. Census Code 4~3 7 # of Stories sq. ft. SAC Code Length sq. ft. Census Bldg. / Depth Footprint sq. ft. Census Unit o APPROVALS Pfanning Building Engineering Variance Permit Fee 1-5/100 Valuation: $ 7Se°o Surcharge 1Pian Review G~~°ti MClWS SAC 96~0 x z City SAC Water Conn. SNV Permit S/W Suroharge ~ Treatment PI. 7vz.~ 39~,x L Road Unit Park Ded. Trails Ded. N14 Water Qual. I / Other 410 Copies 1114 Total: °lo SAC SAG Units Z Meter 5ize ~ - PERMIT ; ~s7o5~ CITY OF EAGAN 3830 Pilot Knob Road I PERMIT TYPE: ' B U I L D I N G Eagan,Minnesota5512 -1897 PermitNumber: 027512 (612) 681-4675 ~ Date Issued: I 0 5/ 16 / 9 6 SITE ADDRESS: ~ 1340 TOWN CENTRE pR ~ LOT: 1 BLOCK: 1 I TOWN CENTRE 70 17TH P.I.N.: 10-77041-010-01 DESCRIPTION: • I --r,_~ SCHL07SK'Y'S (SHELL) '&uildih~,Permit Type COMM.JIND. '8u31dir~g t~prk Type NEW I '`uBc oacupahc'y. a-s l~Construction TyRe V-N 2an,i ng CSC Bu~ldintj LQngth 56 ~ ~ Bu.ilding Width 54 u1,J tl0Pg.; sYaN3es1 ~ 'ttaPe FeeY ~ -~"3,048 v- e~44,~;;Qde 327 STORES s r~ ~ C~~:..V~'^~±,~¢.:~ ~i•~ REMARKS: ' S & W PI.BR - ' I FEE SUMMARY: I VALUATION $180,000 Base Fee $1,287•25 CITY SAC $100.00 Plan Review $836.71 5& W PERMIT I $100.00 Surcharge $90.00 S & W 5URCHARGE $.50 SAC $900.00 TREATMENT PLANT , $396.00 SAC % 100 ROAD UNIT I $932.20 SAC Units 1 PARK pEDICA7I0N $2.160.09 Subtotal $3,113.96 TRAIL DEDICATION ~ $633.60 Total Fee I $7.436.26 I CONTRACTOR: I - A p p 1 i c a n t- OWNER: I ROSEW000 CONST SERVICES 24886162 RELIANCE DEVELQPMENT CO 235 E ROSELAWN 10 527 MARQUETTE AVE S ST PAUL MN 55117 MINNEAPOLIS I MN 55402-1301 (612) 488-6162 (612)338-1000 i T her ackn wledge that I have read this appl3cation 6nd state that the infor a ion l corraat and agree to comply wiYh all applicabla State of Mn. Stat t'e and` iCy f E` iiiancet. L \ (9C1f1 1~4J_f I rn APPLIGANT/P&R EESIGNATU SSUEDIBY. FIURE -t CITY OF EAGAN ~ 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) ! ~3 681-d675 The tollowing are required with eppropdate certification for all oft conshudion: ~ 2 each: archkectural plana; mech. 8 elec. plans; fire sprinkler pians; sWdurel plans; ske plans; landspping plans; gradin9/drainagelerosion control plan; uNliry plan I ~ 7 each: set ot spedficetions; set oT energy calwlations; electricel power & lighting form; Special Inspections 8 Tesdng Sehedule • Lelter from MClWS (phone #222-8423) indicating SAC detertnination • Code anatysis indicating: Codes used; occupancy Gassfficatlons; setbacks; maximum allowabie area ae per Building and Ciry Codes along with sq. 8. per floor, type of consWGion (synopais of wnstructlon components) & any occupancy or area separation walls; occupancy loads; exk synopsk with a diagrem indicating ezRing loads from eacA room or area, travel paths & ell reted cortidors; plumbing fixtures; end parking. ~ DATE: J-i~I o WORK TYPE: ~ NEW _ REMODEL DESCRIPTION OF WORK: ~Aria=a41er~v1j1 CONSTRUCTION COST: TENANT NAME: -~~~~~K,`~-5 1~~-L? SITE ADDRESS: LOT --4_ BLOCK ~ SUBD. T Y/.~I C~,V/~k yO P.I.D. # 17 TY .j-ODJi/G'ii/ I PROPERTY Name:./'x"LI 4,e Phone t~12` owNeR w• F~° . Street Address-22,10 T yJ~~ :27 City: N//ill~f/tA~l.lls State: Zip. CONTRACTOR Company:,,QgYf=lr~,/OOD Phone Street Address' -AW7Z #~s I City:i~agL ; {Wjv Zip: SS7/7 TV" DfeI~,~Y~.~, Phone ARCHITECTI ~ Company: fQk ENGINEER ~I Name: 4, /yA >a Registration RE~ENED StreetAddress- 2,K5,~~~ 7 City: State: J~~ Zip: SS Sewer & water licensed ~plumber. I hereby acknowledge tliat I have read this appliqtion and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ~4vu ` Signature of Applicant: OFFICE USE ONLY . ~ BUILDING PERMIT TYPE 0 01 Foundation ? 19 Comm./Ind. Misc. ? 21 Miscellaneous ~ 18 Comm./lnd. ? 20 Pubiic Facility WORK TYPE ~~G k,1% Z~. C;RZ-31 New ? 33 Alterations o 35 Tenant Finish ? 32 Addition o 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) ~/t/ Basement sq. ft. MC/WS System o~ (Allowable) ~ First Floor sq. ft. 3, o y3 City Water 7 UBC Occupancy A"3 sq. ft. Fire Sprinklered Zoning sq. ft. Census Code 3 z7 # of Stories sq. ft. SAC Code y Length 5-6 sq.ft. Census Bldg. ~ Depth s~f Footprint sq. ft. o c/ f5 Census Unit / APPROVALS Planning Building Engineering Variance Permit Fee Z07- zs Valuation: $ Ig0, Oct-~ Surcharge qo.m Plan Review 836.7/ MCNVS SAC 9 00 , c+v City SAC /oo . bo Water Conn. N/q - S/W Permit /oo. oa SNV Surcharge ,so Treatment PI. 39~v. o~ Road Unit 91s.o4-/, Z9`/x •~L Park Ded. 2, itno.oo ~s, y Trails Ded. G S 3. (o .4-- Be"° n-' z Water Qual. N/•a Other - Copies - Total: 17 ? , Zla % SAC /oa 5 SAC Units / Meter Size ~ r/ Z?~ ~2 ~ ? j CITY USE ONLY L BL ~I L RECEIPT SUBD. DATE: 1996 MECHANICAL PERMIT (COMMERCIAL) I • CITY OF EAGAN 3830 PILOT KNOB RD I EAGAN, MN 55122 (612) 681a4675 Please complete for: ? all commerciaUndustrial buildings. ? multi-family buildings when separate permits are ~t required ~ for each dwelling unit. DATE: 3-0 ~JE!9, 9~ CGIvTFL4CT r~RiCg: 1ba3, oa ~ WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: INST~4LL Hl/AC- SY57'EM FEES: ?$25.00 min(mum fee QC 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? StateI suroharge of $.50 per $1,000 of penng fee due on all permits. CONTRACT PRICE x 1% f)030. °d PROCESSEDI PIPING -O - STATE SURCHARGE , Sc ~ TOTAL I i6 ~30 •SO il i E Ai.DRESS: OWNER NAME: TELEPHONE TENANT NAME: (IMPROVEMENTS ONLY) •~~L'~ I. nfS 5 DEL/ INSTALLER: i For2 F MecHF1-Njc-j4L, INc-. ADDRESS: J?o. 1204 I 3o-2R 3 CITY: 1~osF v11-4E STATE: N 21P• ~ PHONE ~ ~ . SIGNATURE: ~ ' IG URE OF PERMITTEE CITY INSPECTOR OFFICE USE ONLY L / BL ~ RECEIPT i SUBD. 'AD'ZV,f :GL • lD AV I / 6- DATE: 1996 PLUMBING PERMIT (CQMMERCIAL) CITY OF EAGAN ~ 3830 PILOT KNOB RD ~ EAGAN, MN 55122 (612) 681-4675 Please complete for. w all commerciallindustrial buildinga ~ ~ muRi-family buildings when separate permfts are II2t require i for each dwelling unit. DATE: ~v 1,6 z96 CONTRACT PRICE: ~;1 5-0 o O J WORK TYPE: "EW CONSTRUCTION _ ADD ON _ REPAIR , DESCRIPTION O I WORK: ~ySldt QLun,bi.oa, IS WATER METER REQUIRED? vYES NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: I GPM. ARE FLUSHOMETERS TO BE INSTALLED? O&-YES _ NO. I FAILURE TO PROVIDE THIS INFORMATION WILL RESUL7' IN A DELAY OF METER ISSUANCE. I VNLL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? -L"YES NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINt:LER PERMIT. fEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 oflpgLdis fee due on all permits. ~ I CONTRACT PRICE x 1% GY5v ~ STATE SURCHARGE TOTAL C~'?~ ~ SITE ADDRESS: Tow AJ C.£,!/?£iP I TENANT NAME: I SC.410 YZ JC`/~S STE. # I OWNER NAME: I I INSTALLER: I _GE.t/?cr.ev D~ s5Z4 ADDRESS: CITY:__ ~'/lc/, IObi£d.' ST p tyA/. ZIP: PHONE#:_ 6,S-~ 9390 SIGNATURF: "e ~ APPLICANT OFFICE USE ONLY I METER SIZE: DATE: INSPECTOR: I ' ' LOT L BLOCK ~ SUBD. /4&rA- A RECEIPT # 59,901 DATE 1996 CITY OF EAGAN IRRIGATION PERMIT (FOR BACKFLOW PREVENTER) COMMERCIAL INSTALLATIONS: FORM MUST BE COMPLETED BY LICENSED PLUMBER Date: ~'~d ~~l ~ I Commercial GPM i _ Residential (boulevards) GPM Existing residential Area/address to be irrigalted: -Z 314 6 G1,LYf2 92. Installer: G5V7'4fax ALurti b Owner ? Plumber 2~ Street address: E- .Sf i City, state & zip code: rn 9 d- AW Phone I Owner Name• -S LI Street address: ~ City, state & zip code: I Phone ! Irrigation contrador, if different than installer: Telephone i I ~ I I hereby acknowledge that 1 have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City oflEagan assumes no liability for any damages caused by the City during its normal operational and mamtenance activities to the facilities constructed under this permit within City property/right-of-way/easement. j ~ ~ App ' ant's signature I Title Approved by: I Date: PRV ? Y ? Ni I w service ? Yes Ao Meter Size & Cost -,?Ca - , 55- Fees due: (70~ Calculate 9-/ 8'- 9G /:'e~ C. o 7~S / /0 ?R ~ PROCEDURE FOR IRRIGATION SYSTEMS - 1996 An irrigation permit js required - please contact Protective Inspections at 681-4675. Fees Commercial project: $25.50 irrigation permit to cover installation of backflow preventer. $50.50 water permit fee only if new service is installed. $300.00 per tap if installed by City. Residential project: $20.50 irrigation permit to cover installation of backflow preventer. $50.50 water permit fee if new service is installed. $760.00 oer connection - WAC. $396.00 oer connection - water treatment facility. Existing residence: $20.50 irrigation permit to cover installation of backflow preventer -(not required if backflow preventer previously installed). Meter charge: If gallons per minute are less than 25, a 1" meter will be required at a cost of $182.00. If gallons per minute are more than 25, a 2" turbo with strainer will be required at a cost of $822.00. This information is to be supplied by the designer of the system. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Receipt will be coded to 20-3716 (meter portion oniy) with pink copy forwarded to Utility Billing Clerk. The installer is to contact Protective Inspections at 6814675 for inspection of the inside water line and backflow preventer. The Pubiic Works Department may be reached at 681-4300 for water turn-on and set and seal of the meter. Inspection hours are 8:30 a.m. to 3:30 p.m. Monday through Friday. Requests for A.M. inspections should be made on the preceding work day. Requests for PM inspections will be accepted until 12:00 noon. Q/i ~ ocun re 70 MEMO - city of eagan TO: DALE SCHOEPPNER, SENIOR INSPECTOR 0;ALE WEGLEITNER, FIRE DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKSlENGINEERING DEPARTMENT I5,IANE DOWNS, UTILITY BILLING CLERK i1KE RIDLEY, SENIOR PLANNER FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: 91v ~ SUBJECT: FINAL INSPECTION The Protective Inspections Department wiii be perForming a final inspection of /3~10 occ)n ~eh~re J>r. ~Sc,tilo+skv's ~ on 8~~~~`1Co i A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will belconsidered your approval. The ~person or department requesting the "hold" is responsible for notifying and resoiving any problems with the affected parties. Senior Inspecfor wers F INAL-FM.1 ST city oF eagan THOMASEGAN September 7, 1 94 ^^aYor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER 24TH & HENNEPIN CENTER PARTNERSHIP council Memoer: C/O JOHN C TRAUTZ THOMAS HEDGES RELIANCE REAL ESTATE SERVICES INC Ciry Administrator 527 MARQUETt'E AVE #2000 E.J. VAN OVERBEKE MPLS MN 55402 aNaark CHICAGO TITLE ANNE MILLER 45 S SEVENTH ST #2200 PLAZA VII MPLS MN 55402 1 AMERICAN BANK NA KENT CARLSON 101 E FIFTH ST ST PAUL MN 5101 ~ Re: Lots 18t 2, Block 1, Town Centre 70, 17th Addition City Project #94-AA To Whom It Miy Concern: This is to conflrm that City sewer and water is available to the lots indicated above. Service can be provided to these iots after application has been made and all other pertinent information about the building(s) have been supplied to our o~ce. Sincerely, W ~ ohn P. wngald, P.E. Development/Design Engineer City Public Works Department JPW/JI MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 aILOT KNOB ROAD THE SYMBOL OF SiRENGTH AND GROWTH IN OUR COMMUNRY ~1 COACHMAN POINi EAGAN, MINNESOTA 55122-1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681•4300 Fnx: (612) 6e1-4672 Equal Opportunlty/Attlrmative Actlon Employer FAX: (612) 681-4360 TDD: (612) 454-8535 TDD: (612) 450-8535 . ` B R A~~ ~~M ~un Inferlec Corporation 6950 West 146fh Sheet, Suile 131 I N T E RT EC ~P1e Vall~, Minnesoto 5512b8520 612431,4493 Pai:437J084 Engirreers and $cIfish Servirg fhe 8uilf and NaNrcl Emironmenh I August 15, 1996 Project BODX-96-121 W. Tom Tobke Rosewood Coristxuction Services Coiporation pt 235 East Roselawa Aveaae, Suite 15 ~ sc. Paut. Nnv I55117 Dear Mr. Totzke: Re: S I ry Report for Construction Tesang and Special Inspections Services, Schlotzke's Deli, Town Ceater Drive, Eagan, Minnesota As you autho I lnzed, we have performed construction testing and special inspecdons services at the Schiotzke is Deli building in Eagan, Minnesota. Tlris report summarizes our ~consrruction testing and s I'al inspections services. Available Infiormation Braun Inte I Cotporation (Braun Intertec) performed a geotecfmical evaluation for the development.l The results were submiued in our report dated September 6, 1994. Project BODX-9400 I1A. Facavation Observadoa4 The periI spread footings were observed on May 20, 1996, by a staff engineer. Hand auger probesi were used to assist in evaluating dhe excavation bottom soils. Thel peaetration and turning resistance of the haad auger probe was used to evaiuate the coatistmci or deasity of the soils. Random, shallow pess 8han 3 feet) hand auger probes performed in the footing areas eacovntered lsilty sand and poorly graded sand with silt fill soils wtrich were judged to be in a medium dease condition In our geo I hnical evaluation report, it was recommended backhoe test pits be performed azound the plecimeter of the building to fiuther evaiuate the existing fiII soils. The backhoe test pits could not be performed due to access limitaaons dne to existing curb ~and pavements. Observing the fooring excavation sidewalls indicated the &11 consisted of debrisLfree, non-organic~ mineral soil. ' Rosewood Constsuction Services Cotporation Projecs BODX-96-121 August 15, 1996 Page 2 Compsction T i The wall bacldlt consisted of a clayey saad. Seven compactlon tests and mne reteM were performed in tbe wall bacldll. All tests or retests met or exceeded the minimum density requirement of 95 pezcent of standard Procoor density (ASTM D 698). The ReQoa of Feld Compaction tem and Proctor test curves were previously submitted and aze attached to this teport. I Concrete T~ng One set of co ~ ete test cylinders for footing concrete and one ses of concrete test cylinders for slab-on-grWe coacrete were cast by the contractor aad tested for compressive strength. 'fhe concrete tests met the sQecified 28-day strength requirements. Resulu of the concrete compression tests were previously submitted and aze avached to ihis report. . Smnmary Based on the L of our soil borings, ezcavation observations and haad au8er probes, ic is our opinion & soils encountered in the footing azeas aze suitable for building support. As ouUined in our geotechnical evaluation report,theze is a risk associated with saPPortiuB the building on tie eadsting fill soils. This risk was explained to the general contractor aad has been assumed by the owner. Based on the Iresults of our compaccion tests, it is our opinion the wall bacldll is suitable for flooL S13b Support. ~ Base3 on the results of our concrete tests, the concrete compressive strength m I the project specificario . Geaeral Services performed by the geotecbnical and material eagineers for this project have been conducsed with that level of caze and sidll ordinarily eaerase3 by membezs of the profession aurentiy practicing ia this area. No wamanty, expressed or implied, is made. Rosewood Consnvction Services Corporation Project BODX-96-121 August 15, 1996 Page 3 If you have any questions regazding this report, please call Jce Friederichs or Greg Bialon at (612) 431-04931. Sincetely, ~ I~-~ 7oseph M. Fnederichs Staff Engineet Professiooal CerNficstion: I hereby certify that this report was prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Gregory . &i on, PE Project Engineer Registration Number: 24017 Attachments: Report of Field Compaction Tests, Reports 1 ihrough 4 Proctors P-1 and P-2 of C Compressive 7JT' oncrete Cylindecs, Sets 1 and 2 c: oels; City of Eagan jmf/gjb:pna196121kpt B R A V~ ~ sM gwua IMerlac CarpemKon 6950 Wesl 1461h 5 eet, Suite 131 i Apple Vallry, Minnesom 557248520 I N T E RT E C 612d314493 Fmr 4313084 Engineers and Sci Ifisb Serving ihe 8vilr and Narurul Environmenh Report of b`Ield Com Iction Tests Date; May 28, 1996 Project: BODX-96-121 Report: 1 Client: Project Description: Mr. Tom Totzke Constructioa Testing Services Rosewood Construction Services Cotp. Proposed 5chlotsky's Deli 235 East Roselawn Avenue, Suite IS Town Center Drive St. Paul, MN 55117 E , M'innesota Maz. Lab Inplace I SpeciHed Soil Optlmnm Dry Den.vity'R Inplace Dry Relatlve MiNmnm ID and Moistore• (SW.Proc.) Moistare Deasity Compaebon Compad. Test Date Type Classifleadon (Pcf) (`90) (Pd) (~o) Comments 1 5/24l96 N ~P-1: SC 8'h 128'fi 10 112 87, 95 B 2 5/24/96 N I P-1: SC 844 128'i4 12 98 78 95 B ~ Bey: N = Nuclear, ASTM D 2922 A= Test results comply I'th specifications. 3C = Sand Cone, IASTM D 1556 B= Test rceulu do not comply with sper,ificatioas. * = O.M. and M.L.D.D. rounded to nrarest 0.5 1 1 Test ~ Teat Locatlon ~ Elevatlon 1 1'N, 15'E of th~ southwest buildin corner ~ 99% 2 1'N, 8'E of the southwes[ building corner ~ 98 ~ ~ ~ Elevation Reference: C: Braun Intertec Corporatioa Joseph M. Friedezichs Staff Engineer `h121~cc+.1 v Report of F'ield Compaction Tests Date: 7une 3, 1996 Project: BODX-96-121 Report: 2 QienG Project DescrIption: Mr. Tom Totzke Consaucdon Testing Services Rosewaod Construcaon 5ervvices Corp. Proposed Schlotsky's Deli 235 East Roselawn Aveaue, Suite 15 Town Center Drive St. Paul, MN 55117 I E ,KmneCOta • Maz. Lab Inpisce I SpeciGed Soil Optlmum Dry Iknsity• InPlace Dry Relattve Mlnimum ID and Moisture (Std.Yroc.) Moisture Deasity Compae, tlon Compact. t5129/95 Type Classi8eatlon (Pc~ (°k) (P~ Comments N P-1: SC 8'fi 128'i4 6 127 99 95 A N !P-1: SC 8'h 128~Fi 6 126 98 95 A N IP-1: 5C 8'h 128'fi 7 125 95 A b N IP-1: SC 8~i4 128~fi 8 119 93 95 B 6 6 N IP-1: 5C 8'h 128'h 9 120 93 95 B Bey: N = Nuclear. ASTM D 2922 A= Test results comply I'th specifiratioas. 3C = Sand Cone, IASTM D 1556 B= Test re.sults do not comply with specifications. • = O.M. and M.L.D.D. rounded w nearest 0.5 ~ Tect I Test Loealiao I Elevatloa lA Retest of 1 99'.4 ZA Retest of 2 ~ 98 3 1'3, 20'W of NE buildin croraer, interior wall backfill 99 4 1'N, 15'E of NW buildin cocner, exterior wall backfill ~ S 12'S, 1'W af N~V building corner, exterior wall backfill ~ ~ Elevation Reference: C: Bcaun Intertec Corporation w~ - J s M. Friederichs Staff Engineer vstzi%cn.z ~ Report of Field Compaction Tests Date: July 2, 1996 Projed: BODX-96-121 Repuct: 3 Qient: Project Descrlption: Mr. Tom Totzke Consauction Tessting Services Rosewood Consavction Services Corp. Proposed Schiotsky's Deli 235 East Rosetawn Aveaue, Suite 15 Town Center Drive St. Paui, MN 55117 I Ean, M~~ota Prfaz. Lab Inplace I SpeciHed Soil Optimum Dry lkmit9' 1nPlace D?'9 RelaHve Mluimam ID aral Moistoroe (Std.Proc.) Moistare Deoslty Compa~on Comped. Tesc Dsce Type Cmssiflcsaon (pen (90) (pct) (9e ('io) Commmtv 4A 7/2/96 N P-1: SC 8'fi 128'.4 15 117 91', 95 B SA 7/2/96 N ~P-1: SC 8'h 1281h 14 90 70 95 B 6 72/96 N IP-1: SC 8'h 128'fi 7 108 85 95 B ~ ~ Key: N = Nuclear, ASTM D 2922 A= Test results comply I'th specifiptions. SC = Sand Cone, IASTM D 1556 B= Test tesults do not ~ly with specificazions. + = O.M. and M.L.D.D. rouaded to nearest 0.5 Test Test Locatlon ~ Elevatlon 4A Recest I I ; SA Rete.st I 97'i4 6 151S, 21E of NE buildin corner 99 ~ ~ I ~ Elevation Reference: c: Braun Intertec Cotpo 'on *Joeph M. Friederichs Staff Engiaeer 96121\ccs.3 -v Report of Field Com I ction Tests Date; July 19, 1996 Project: BODX-96-121 Report: 4 Client: Project Description: Mr. Tom Totzke Construction Testing Services Rosewaod Consnvction Services Corp. Pcoposed Schlotsky's Deli 235 East Rosetawn Aveaue, Suite 15 Towa Center Drive St. Paui, MN 55117 E .Nfinnesota Maa. Lab 1aP1ace I SPecffled Soil Optimnm Dry Deasity Inplace Dry Relatlve Miaimmm ID aad Moistare* (Std.Proc.) Moismre Deadty Comp¢dion Compad. Tegt Date Type Clesai[icatlon (Pcf) (PcO M Commmts SB 7/8l96 N ~ P-1: SC 8'h 128'h 14 107 83 95 B 4B 718/96 N I p-1: SC 8'h 1281/2 10 122 95 95 A 7 7/8/96 N I P-1: SC 8'fi 128'.4 14 114 89 95 B SC 7/9l'96 N I P-1: SC 8'h 12845 12 124 46 95 A 7A 7/9/96 N I P-1: SC 8lfi 1281h 12 126 98 95 A 6A 7/9/96 N I P-1: SC 8'h 128'k 8 127 99 95 A ~ Key: N = Nuclear, ASTM D 2922 A= Test results comply ~with specifications. SC = 5and Cone! ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to nearest 0.5 ~ Test I Test Locatioo Elevatlon SB Retes[ of SA 97% 4B Retest of 4A 99 7 2'S, 10'E of SW buildin corner (exterior wall bacldll) 99 SC Retest of SB 7A Retest of 7 ~ 99 6A Retest of 6 ~ 99 ~ Flevation Reference: c: graun Intertec Corporation 7dseph M. Friederich# Staff Engineer 961214ts.4 Laboratory Compaction Characteristics of Soil (Proctor) Datr- May 24, 1996 Projed: BODX-96-121 cuerli: nesciiQaon: W. Tom Totake Consnuction Testing Services Rosewood Coostracaon Services Corp. Propose3 Schlotsky's Deli 235 East Roae[awn Avenue> Suite IS Towu Ceatex Drive St Paul MNI 55117 Ea~ hcmnmffi - Fieid Data: Date Sampled : 5/24196 Test Number : P-1 Sampled Bv I : JMF Locadon Sampled : - Classifcatio~ SC: Clayey Sand, fine- w medium-grained, with Gravel, dark broam. Laborstory Deta: ASTM D: 698-91 Procedure: standacd C Date Tesoed: 5/24/96 As Received Wazer ConrenC - PreP. Method: wet Rammer Type: mannal Sieve Data, l% on 3/4": - % 3/4"-318": - % 3/8~ -#4: - Size of "Oversize": - Percent Oversize: - Spec. iGravity: 2.60 Curve Values Corrected Values .°.5'TM D 4718) Maximum ]?ry Unit Weight. Pcf 128'fi I - pptimuat Wi ter Content. 96 8~h % ~ - % ~ 133 Fililifil ~ LAIA 131 , ~ I~ Zero Air Voids am ~ 129 ~ ; S.G. - 2.60 t ~ (Amumed) 00 i N I 3 ~ ~ a 127 ~ T Y ~ Q ~ 125 II ~ 14- 11 123 ~ Water Content, % 4 6 8 10 12 14 seizi~pi i I.aboratory Compaction Characteristics of Soil (Proctor) ~ Datc: July 10, 1996 Projed: BODX-96-121 Clieft DeSCriptloa I, Mr. Tom Totake Coostaction Testing Secvices Rosewood Co~struction Services Corp. Proposed SchtotskY's Deli 235 East Roseiawn Avenue, Snite IS Town Cwter Drive SG Paul, MN~ 55117 Eam, Minaesota Ffeld Data: Date Sampled : 718196 Test Numbec . P-2 Sampied By I: JMF Laation Sampled : CJassificanon . Laborstory 11ata: I~ ASTM D: 698-91 Procedure: standard C Date T • 7/9/96 As Received Water Content: - Prep. Method: wet Type: manual Sieve Data, fl6 on 3/4": - % 3/4"-3/8": - 96 3/8" -#4: - Size of "Ovasize": - Peccent Oversize: - Spec. (kavity: 2.55 Curve Values Cotrect ed V ucs (ASTM D 4718) Mazimum Dry 1 Unit Weigh4 pcf 119% 9 - Optimum W~lter Content. 96 10 °b I - °6 122 I ~ ~ ~ ~ 120 ~ Zero Air Voids ~ ~ ~ 118 ~ S.G.= 2.55 (Assumed) ] 116 ~ 114 ~ ~ ~ ~ 112 ~ Wata Content, % 6 $ 10 12 14 16 96121kp-2 . ' . ~ Compressive Test of Concrete Cylinder ~ Test Method: ASZ'M C 39, G' a 12" Cylinder Date; July 19, 1996 Projea Nnmbes: BODX-91~1' 121 Prol'ect i Client DescnPnon: Mr. Tom Totrke Constructioa Testing Services Rosewood Consauctiou Services Cocp. Proposed Sc6lotsky's Deli 235 East Roselawn Avenne, Suite 15 Town Center Dcive St paul. MN 55117 Ea8an• ~mta FIELD DATA: DESIGN DATA: Set Numlrer: 2 Mix Design: not givea DaOe Cast: 6120196 Suppliec: Cemstooe Time Cast: mt given Specified Air: not spxiCied Measured Slmnp: not given Spedfied Shength: 4000 i M¢asured ,tir: not given Truck or Ticket No.: not given Conaete Tempcature: not given Cylinders Per Set: 3 Air TemPerazure: not given Cylindea Cast By: I contraaor Liquid Added at Si[e: not given Sample Location: Slab-on-Grade I Field Notes: Smnple Date Te.st Field Iab Test Max Load CYl Area C 've Remazks No. Recvd Date Cure Cure Age (pounds) (s4 in) StrenBth psi Code(s) 2A 6/25 6127 5 2 7 119960 28.31 42 F 2B 6125 7/18 S 22 28 153080 28.31 541 K Specified Strength at 28 Days (psi): 4000 ~ Rematks: F: The specified 28-day streagth was met az the 7-day age aaording m the ahove rest msults. K. The above 28-day test resnlt meets the require3 design sffength- c: Braun Intertec Corpoiral ~ .on i L Aepd M. Friedecichs Staff Eaginar 96121\cooc2 i I I I I 612 488 6292 jUL-26-1996 09;16 ROSEWODDiPORTFOLIO 1612 488 6292 P.01 Post-it" Fax Note 7671 Date 7g/~g p~es~ jRosEWooD ~o~~ ~ Pnane r Pnone # Construct8on Services Corp. Fea k Fax R ~35 E. Rarelal n. Suirs k15 • Sr. Paul, MN 55117 July 25, 7996 Mr. Bill Adams PlumbinglHVAC lnspeetor Gity of Eagarr 3830 Pifot Krtnb Road Eagan, Minnisota 55122 Re: Schlotzsky's Deli Eagan Town Centre Dear Bill: Thank you for the assistence and direction you gave me today regarding the ki chen exhaust hoods for thelabove-referenced location. as confirmation to the direction recei ed from you, we will proceed as follows_ • no exhaust hood will be required above the cheese melter. This direction s also confirmed by Mike Gionadi of ihe Mfnnesota Department of Health. • class 2 hoods will be required above the piua oven and the bread oven • gelvaniz i ductwork and standard PRV's are acceptable for use with the c ss 2 hoods we are stili planning to install the appropriate cooling and make-up air equipm nt. Again, Bilf I nk you for your help. nce ty. I . ` I ' am J. Baitolic I Vice PresidenY I cc Fare Mech ounham Assocfates Mr. Marlc Carlson ( G 1 2) 4 8 8- 6162 • F A X ( 61 1) 9 8 8- 6 2 9 2 AN EQ U A L OPPOIZ T UNI TY EMPL YER TOTRL P.01 DUNHAM July 2, 1996 ASSOCIATES ~ CONSULTING ENGINEERS City of Eagan Building Inspections Department MECHANICAI 3830 Pilot Knob Road srRUaRUea~L Eagan, MN 55122 ATTN; Mr. Joe Voels Re: Comm._No. 04-96072', Schlotzky's Deli I Eagan, Minnesota- Dear Mr. Voels: As you requested, the Pabco insulation on the ducts connecting the grease hoods to the roof exhaust fans wil e increased from 2%s" thickness to 3". 47is revision will be issued to the project as a drawm i If you have any fur[her questions regarding this matter, please let me know. Sincerely, DUNIIAM ASSOCIATES, INC. ~ ISIS~~? ~ G' u Bob Krahn, P.E. ~ L 1a Mechanical Project Manager ~ cc: Vicki WilYiams - i'ortfoiio Design Laura Larson -Dunham Associates, Inc. R GCEUMEDD j:\projxis\96072Uwce1 J U 7- o 3 1996 8200 Normandale Boulevard ? Suile 500 ? Minneapolis, MN 55437-1060 ?(612) 820.1400 ? FAX (612) 8242760 TORTFOLIO DESIGN' SERVICES INC. 235 E. ROSECAWN, SU[TE #15 • ST. PAUC, MN 551 t 7 , - (612) 488-6162 FAX (612) 488-6292 Mr. Joe Voels May 29th, 1996 City of Eagan 3830 Pifot Knob Road ` Eagan, MN 55122 RE: Schlozsky's Deli - Eagan Town Centre . . Attached ~are two sets of the revised sheefs per our phone conversations regarding the cFianges required on Schlotzsky's Deli Eagan. These revisions are labeled as revision number "3". Eadier today you should have received revision nurriber "2", which covered the -issue of the side door location. f 1. Checkout counter: See sheets A71.1 & A-3.1. An accessible area of 30" x 48" is shown on the left side of the checkout counter. Notice on sheet A-1 1; to the right of the checkout counter item number 125 is a, display cooler (not part of the checkout counter). 2. Electrical panel: See sheets A-1.1 & A-3.1. Top of electrical panel controls is noted as 54' A.F.F. per side reach requirement ' CABO/ANSI 4.2.6.1 J 3. ` Restroom Dimensioning: See 3/ A-6:1. 'The, restroom plan is dimensioned. ~4. Window in office door. See sheet A-1..1. Door number seven (office door) has been revised, now showing a 24"z32° high window in the door: 5. Pabco Super Firetemp Insulation: See attached documentation on this insulation. Any questions conceming this issue call either myself or Bob Krahn at Dunham Associates. His phone number is 820-1469. A ? 6. Grease trap: A grease trap should not be required since in the process ~y of preparing the food items at Schlotzsky's Deli little.to no grease will be GP6G4# . generated: ~~y ,~'rAny further questions, or comments please let me know at 488-6162. ay ~ Sincerely, . Vicki , Wiliiams PORTFOLIO DESIGNSERVICES INC. 235 E. ROSEL?,WiN AVE., SiTITE 15 ST. PAUI., NIN 55117 (612) 488-6162 FAX (613) 488-6292 GENERAL TRANSMITTAL DATE: ATTN: ~oe voFijiS REF:&ALIQT 4.1'5 WA9wW7 COMPANY: Ce" OF FAX: ADDRESS: W PHONE: s512A CITY,STATE,ZIP:NO. OF PAGES: ! ~ VIA FAX ~ VIA MAIL ~ VIA FAX, HARDCOPY MAILED ~ VIA COURIER COPfES DATE DESCftIPT10N _ _ . - r' ~ 'Pab o THESE ARE TRANSMITTED AS NOTED BELOW: FOR REViEW RESUBMIT COPIES FOR APPROVAL FOR REVIEW AND COMMENT FOR CORRECTIONS FOR APPROVAL RETURN CORRECTED PRINTS APPROVED AS NOTED SUBMIT COPIES TO DISTRIBUTE FOf2 Y R USE AND COMMENT AS REQUESTED REMARKS: , • ~ ~w LnINA~ta~.t CC: SIGNED: && IF YOU RECEIVE ANYTHING CONTRARY TO THIS TRANSMITTAI PLEASE ADVISE. hWY 28 '96 11:02 FR DUNHAM RSSOCIATES 612 820 2760 TO 94886292 P.02/04 h6$-`2q v . a * Counczl of American Building Officials t9H? - F » nn SECAETARIAT iNTEANA7ION,iL COt7FEAENCE BUSLOINC CiFICtAiS AN9 CDO£ SOUTNEAM 9UILDINC GOOE OF BUICOIHG OFFICIaLS ADMINISTRATORS 714TENNa710NAL 1HC. COMGAESS INTERNATpOHAt, IHC 5780 Soum wenman Mdl Naaa ayrl WeM ilpyImppr Aw0 90p MpntGiair FoaQ L wniiusr, Giclom,a noept Coumry Gue Niua, nunois 50477 Bi'mmgnam. Alaoama 35217 CURREN7LY 8f1NG REYISED -J Reporl Na. NEA-332 Printeo March, 1986 HATIONAL EVALUATION SEAUICE COMMITTEE ar E ~ME~T,~N pQNE "E:~ PABCOSi'P£R FiRE7E.VPM!\ERAL Tbeas3embM1'issymmnriealabomtAe..allcenierlincandis AN0 FISER SUARD eonsuuaeE by ioo-nailing che rrood uuds, placrd u 24 r.aaco tNsrunaNs inches o.c, maaimuat, w the top and bouom piates using tllD-!b ROwO two 16d sinket nails ac eaeh yoint. Bridging members leffec- FRG17A. CDLORADO 61321 tire fire stops) shall be piattd st approximicety mld Nall hsight and Se[uted wing ldd nails, Fitetemp boards are setsstc4 io the wood {taming using Sd ec aaiis spaced at 8 i. 5u0jctt: Pabco Saoer Fircacmp Minenland Fiber Board. inch imervals along the perimetrr and ovcr the studs. Joims 11. Oescriytioa: PabcoSuperFirecempirssulatioehoardisa are staggere4 nnd eencered over s:nds, ehen eavercd v.ieh noacomDuslibic, inorganie minenl and fiba board uscd in joioc upe and compound: All nail heads ars covered kith fircmistaaeentedasstmbliesfarihcyrvmnionofcolumns, cempound. Maaimum wall hciehi co be 10 R. Fireump oalk, nnd shatts. ss xell as proleceion for duct work. Thc panels to be insullsd rich long dimrnsion paqtlci to studs boards ara manufaesarcd usinga proprieun•formutation al "'ith panel joints xeurring at w•a!1 stssds on oppozite sidr of hi¢h-puritg tim0. Siiics. and reinforeiag fib<ts a.hiCA cnm- wall at alternating ttuds. binecoformaMdrouscatcivmsitin[r.Thsbear6;smaarin H.Flrotesiftancetuedscetlrnlumnassemblies: three densi[ia trom 18 to 35 pd(SFL 18 pcL' SFM.?8 pcf: ~e [ollowin~ cqvation mae be uscd ro duermins the SFH, 33 pcf) and is availabie in shickacssa o! t:n 3 inchcs~ • r~uind tRieknrs: ef Pabco Saper Firecemp boasds for the aad dimcn:~ons up w a A. • 8 L~ j'ueresisunee proceaion olcelumns. All assemalies shatl be A. lniesior Noa-6cuin= watl usunDly: cons[tuttcd in acrordsnce with the procadurn listed bclow_ To obtain a one-hour fueresistanee raiing for a nonbe3ring paniti0n. ihe following asiembly shaJ1 be used: h_ 1.08 ~R . PIGLRE N4. 7 1.13 W• D- 0.47 7 HOUf NOnOlaNnQ WIU Assesn6iY ~ y hcrc: h= Super Fretemp board thickness nnging from 3'- . ,n;: R= firrmisiancr in hovrs rnnging [tom I hr. ro a hr. . 1V = ueicht of stcel column in poands pcr (uot (lbs:ft) p= heaud yerimzter ol sted column fn inches 2' • 3' Oou Ri~, 5•Q Staatlara Grane w000 mem- (4uo Simcs dtpth ot stcd column plus tsa o sime5 1. 4las 'y. i1+t IIangcuidth of the stael enlumal bers. 2. Minimum t-;nttt IRiek PaCao $upqr Flrotemp SFN (35 pCl) The nnge oi W Dix Cram 0.59 10 5.4. eoard:.VrTl FrovOeAtaIM-.0 3. BO CEment coateC nait=, t...neh nea6. 0.714 inch sf+ank Alserdetrrminin¢ tAcrcyuvcd tAicknns using theabo.c tliameier. 2'.i-ineh long, cquation. Paheo Super FircLemr may be inaMflad as IO1fOMS: NOt SnOwn: 16q Sinkef rt2d3. WdIID03fd join t3 COVerlC wiltl tape af7O jOinl COmpOUnd, NaiiAeads coverea witn joint compourtd. B(iCyirtg mlmbers. T1.u iipwt uG1nitlQfe rAe tp~a+frc y.edue ~ndlaq uttefnvortr ruA~wi~ttd 0~ Me mpliu~nt i~ i~~ vp(ic~tian r~t~s~lrtt ~+~itrtpeee..ve ind.p.,.d~..~ tartr leveOMamd 6y ihr N~~(ond E.dr~r(aw Sev;rr Cva.+wirrr~ and the dwr ref molC my .vnnrT, drhrr ~rPMfud er Lwpfisl, si re artyj.ndiwt w orAn nvnn u ,hir ~epe.r ar u ie 407 yro~.rt m•nrd by r6ir +rparu Tbii dixlN...rr :n~bQo. Ave u noi ti-:rd ra. nruaMer~O:Fry. TAiA r.yon Lsho ru01M 10 4b GlniiulowS rylN Ffreul. . isg~ial~ MRY 28 '96 11:03 FR DUNHAM ASSOCIRTES 612 826 2760 TO 94886292 P.03i04 Piqc1o14 AePOR NO. NF.Fi'= + FiGUAE^70.2 stainleszur_tAinnc4!..-..,dc3ntl0.U175' thiCS:I aroundthc Stee, Column v.oloefion t0-N en[laswe on ? ft. ccmers. Proiea the .orncn vi the Supct Pirtump Dwrd lrom thci+raps bc usrn¢ uaint<as aied ~ an¢Irs.Aeaptableeonscructiondecxd,are_hoHnuihcead ~ vl ;Ais rcpon in Figures s an6 5. I:~ • Injurndieuons using the Undorm Ntechanical [oae. this m3til(atian appfies tn F}pe I tinaust duat only. i1GURE NO. 7 Enetosure ef Kiltnen Exnaust 4ve1s _ ! 112' CCLwiINCZ `r e• t:i.e.rGi "16Qtl SPIKF N4115 1 ~ ~ r~ • ~ I vY Ci2~4wriCt . -t*~a oucs Steci Ce+umn - V:-shapea anC tupulusteei columns. Mtn. size w-snape is W4 Y tJ (W/O • 0.79) ana miti sqe tubu- iu is TS a oy s oy 0.188 (WiD = 039). 2. AIEa -(1otvae witb YJ-shaPrd cciumru only) . Mim t h in. shickMineratanaFi0er8par0(see1tem5)cutrontanugiy idsn[iGeasion: Alt Pa6eo Supcr Frctemp boar6s shs!l be aneilush Cetweencolumntlanges,FiiSsiocateCattopana idenufiedbyahbeluiaehedtothcDoardsnsingthemanu- battoen of <aWmn and at ioeationa ot truteed }anu of faeee cr's name aad lontion, the hoard thicknus and dert- aajacent baard secslons en tne wetr ziEes of the epiumn. si[y desigracion (SFL SFM. S FH). chs mark o( Undervrit- 3.neheswa-UseorosecurenDS{Itam2)inDiaeean0ai0utt enL.aboraioriesondfireressch•e clossiticasiondesigrsnum- jo+au on =ne flaage sioes af tne eolumn. May De usea aa 6cr. and the Naeional Evakuaeian Service Repart >amber. sosakio along joinu ana ovw reeesaea nail heaes. The III, gridencsSubm;etcd: I. Undcrv.ruers t,abontoria,loc_ aaneaire Is iaeneifieC u Pabco Super Ca4sak. File R1010. Pagc 1, da[td Fet+rurarr 21_ I985. Iisu the r. Naila . The beartls (liem 5) ue secvretl te she ri0s (for [ormulstian a[ Pabco Super Firecemp boards. '\'1r-ihype cOluflf n5) dfld lp One inpthli Oy mlarti Of Stee1 Cox(eising)maitsspacedmax_Slneneaa.c.The4ngmo! Z Undetwritcn La6ontoties_ Inc._ File R10259-4. Projcct naiis snall oa twics tt+e vtieknesa of the boara, wiih a 94N K I0369. date4 Sepcembtt 17.I984, This rrport is on minimum sizE o( 8tl. the Ctteresis=antt ta[ing af a nonbearing parcitiar as- 5. Minenl and fl0er Baard - 7'.+e baards ue cut En variow se:nbly. wiCtRS to ba campaOble wi{tl themZe Of eolumn beinq 3. Under+rriiet5 L3bOraiories. tnc..Fitt R10:..`9-1.-:_-3.-t Q°ptnted. Prajett 92NK16024. dstcd ySarch JU, 1983. This rsyon siucs the reavhs of firc iesu pcrformcd on Supcr fitetemp boards in eolumn sssemblia. Boards for W-shapc cetumni ptaccd paralld wich the I7an¢e 4. Underwricers Latroratories. Int.. F3ie R IOZ59-6. -7. •g. are eut Lht wida5 0{ the [lan¢e pius in. Boards placcd Projeecs8sNX 10367and E4,NK10368.daeedOaober 19. parsAel %%ith the ucb are cut the widch of the icrb laee pim 19$4.7hi3 ttport otaies tne resuila of firc ccsu ycrfortncd cw ica the board thickneax plus'/~ in. On mincnl and fihet boards in co{umn 3ssem0lies- 8oard demi[y to be used is chmen Oaud on uxt con3iders- S. 7esu perlormed bv VTEC Lahoratories ol Brons. \.Y.. tiort.,: t.}.. low 6ens=iy t5F1.1 6 us.d in proattcd Iacaeionx ve the abiliiy ui Pabco Svper F;raemp SFL to resiss ehe ~.nfletnemoredurabte5Flqar$PHaremorespplicablrm tcartsmusion o( hot csses evnfaiaed u-rtHirt a kioihrn ,ucauuns wRere ph+-yiczl abuse tinusi Ce guardccl lSainst. emhzustduet.TestreportnumbcrVTEC100-053isdated t3aurEs whicri eahiDit rp[ictiqe or damage Jurin¢ asaemDly Februan. :0 anQ 2I_ 1985. -s:at Y repI~e:d. 6. Ha~scrlaboracoricstcstrcpocsnumbarC85-U921daced 1,', Heduced cfearance tur grease daas:' Scpeember6. 1985. iuees the «sults al eeics penarmed ea zBcu Svpcs Firnsmp ISFLI mac be used io reQUCe the V-sco Supcr Firatmp 4ctartling m AST\{ E-1:6-6f. ?:Urances0comomiibkra1orkuclmncshau.f duc[smeawr- IN'. Conditions of Gs<: TFe Yasionat E+'alusiion Serriee :ng 36" - 12- or Icss. Clesranees tium comoustibles co iae Commiciea fin4s thac the Pabcv Super Firttemp beards duct cnctasure mty be.ittluctd from !8" toQ"uhen instafled listcd ia ihis rrportare slecrnace mnhods of fire proieesioa in the lollomin¢ maancr. Snd dearaece reduttiort (ot those li5ted in the 1994 EditiOn lbinga3'chickSuAerfiracmpbaud.iheenclasureeitacbe a<<hOBOCABasie,NauoaalSuitdineCodeSnd19N6Sup- unyrruM ~ m eha~~n in Figurt ~o- cleacante pkmrnt, the 1985 5undaro Suiltling Lade_ and the 19K5 , h.tweenkhcJualndcnNOSUreihvuldbcall%mcdtor.rcr.- tiniferm8wldingCadc.su07ettcoihetotlouingeonditians: Iuiixsuidualcngth.roinstcnthcectscm.ux6UdepiC~i6"1 L PnbcoSuperFircmmpi,miull.datcordin__tnihc~nu- n_ds 41 Y" on t[ntei. Cumyfet~ ;,ryv z.5C1I1bi) b}' S[:]Ch16t f]eturtl*s inavuCtiona anJ cha repvr[. hAY 28 '96 11:03 FR DUNHRM q55DCIATES 612 826 2760 TO 94886292 P.04i04 viqrle~s fieport NO.NER-372 1'ht i'ZOeo Supcr Firttemp boncd is int>Tdsd for iaienor a. A17 kitchrn eshavti Jaet insiailationA shall compM x iib applirriioiti's vn!v •rnd must be ptVlttteO from ph)sn•al the raVUiremcnis o( thc Meeh4nicaF Codc in additian Lo damage. . eriose in ihis repors. 3. When ua.d in tn[ficked ercas. zipyro%ed protttsitin shajl ' be pro+-ided for the eolumn assemE{ie; 10 acoid damape Thia repott is subJeci to «•examinalian in one rear. from mp•ing iehicles, t he hind ling ol' niecthan4ise. oa bp ' other m=ns. FIGURE NO. 0 Support Lnmina 1w KlleDen Esbaust Oud £ncfosvre - , r~- ~ _ . /~s>a...... t ~ w 1 1 . •!.w Cr~-~y~ . y . tl ~ i al Y .f 7.~rcrO~D C1G. . 1'4~.w. K~+~•~sY.,MOrG~f~~r~Ci ~ . Mr~~aa.e 5~.we rv' L'v~~av e0'+ .O* 4~.i QIGT~~OI.t~~iV~T~Wi SYlll C~ ~ JAt<`OO~'~RPi~ }"CYC J'~C S~yDT Yy00 R+A:miuM wSeIxCF 8E7wEEN SL'P70RT5 ~S 1 F'eeT PaSCO SUPER FiRE +ENAP FO•e . K~TCNEN GsZE>SE DLC-~ 1 1` 1~ MOTLS 1. ~~n mawr.ny aN~rro.~e aour ear~r. .w n.i.u~u aw~~ /tOCa Fl~p ~GO 8N0t at 6' O-q Twmym. Z 1M0q ~irN.lua flat~m MHIb~ fbOW Or WmTmy Ytqo Mt OyCt aftfOt Nt fintNnq MpOayr, 7. ~Yit "oqen IM "000i'tf 101 npi=pnW !M 1.Arca1 Nm MOO Eo, O~HQBlEIOpIOY1pl~!lQY~t~ ~V000~1tO19100KiiTC VKIMW~~CGOId~ M~Q 101M IMV,I`fflMlf OI IM eNMMq ~,4 MMI)I1K~I CAOL UOMf ~ py 1aOC0 Nlrl Of ONCp .04CaH tE .II PeNOVt epen- . i1ro1 ~MC~ "IN Ma[ LONr oVff 0d tfDm<W YMO 11iV-Gh/ UMI W lONY~It~f {I d' C.C. TtfITYT. - TOTFIL PAGE.04 I 'a G1P IB'bh Y ~ , ,vC~ y/- A ycac S~~c 6L~ sN MEMO - city of eagan ~ ~ n~° S~L ~ TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIESlSTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR b11KE RIDLEY.,,SENIOR PLANNER 1 GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR 'I-/i Ij" I T w'~ CtN~at 70 DATE: ~ Aearn~ SUBJECT: PLAN REVIEW The _ preliminaryxconstruction plans for -5~41yz are in our plan review section for your review and wmment. Please notify the Protective Inspections Division if you have any reasan that these plans shauld not be approved and resolve any pro6lems with the affected parties. If you are requesting that issuance of the building pertnit be held, please fill out the proper "hold' request form. • ~ Commenb: ~mce,4 ~4w Wo"- (1Zvi Lk~ 'l'LOrrve 0-4~ du~ ~1'a2-x w Indirate any fees that are to be collected with the building pertnit: ~ Amount XYes No landscape security required -vgmobv ? Yes lf0 o water quality dedication /)~1! Yes No park f~f~-L ~Yes o traildedicat' 4~=Gnb ? Yes No tree dedication ~t ? Yes ? No Signature Date ~ ,,:6 l~``''? ~ -fice ~'"rr ,~ss I ROSEWOOD CONSTRUCTION SERV/CES CORP. 235 E. ROSELAWN AVE., SUITE 15 ST. PAUL, MN 55117 (612) 488-6162 FAX (612) 488-6292 7'xAlvsMrrTai. ATTN: Joe Voels DATE: 4-22-96 Schlatrsky's Deli COMPANY: City of Eagan REF: Town Centre, Eagan ADDRESS: 3830 Pilot Knob Road PHONE: FAX: CITY, STATE, ZIP: Eagan, MN 55122-1897 NO. OF PGS: 7 VIA FAX ? HARDCOPY MAILED VIA MAIL VIA UPS OX VIA COURIER COPIES DATE DESCRIPTION 1 Si ned 5 ecial Ins ection and Testin Schedule REMARKS: CC: FROM: Collin Holzwarth IF YOU RECEIVE ANYTHING CONTRARY TO THIS TRANSMITTAL, PLEASE ADVISE. File: sd-egni2.bs SPECIAL INSPECTZON 71ND TESTING SCHEDULE (TO be nsed in accordance with the "CUidelinea for Special Inapection and Teatinq^) PROJECT NAMB SPH402.7-5KYS P,& J PROJECT NO. LOCATION T6 6 IN CLCiUTJVi4t~ ( 1) 4A('jAN PERHIT NO. SFECIAL INSPECTION 6CH8DULE ci i cattion Type of Report Aseigned ection t c 75 Deacri tion 2 Fi m 3 Fre enc Firm 4~N, - 9W, ~ _ g t7Y_ ' > - - <fK r - ; 57RUOIAL ` _ -C s - ~ - Y - - xssxzxa scasacn.E ' i ~ i ~ xotes: Thie achedule to be filled out and included in the project epecification. Znformaticn unavailable at that time to be filled out when appljring foz a building permit. (1) Permit No. to be provided 6y the Huilding Official. (2) Uae descrlptiane per U.B.C. Section /70/5 (3) Special inspector, Testinq Agent or Fabricator. (4) Firm contracted to perform aervices. ACRNOWLEDGEMENTS Each appropriate repr sentative must sign below: Owner: Firm:~i=iiellPF f~,ir!n.-:-•.,,r -~.a v Date: contractor. ! Firm:~'G5,'t7i/OfJ~ p9,1/Sj~/Crp~YSyE ate: S Architect: ' Firm:f~Q/jj~,(~{>~$//'y,{/~V/C`r•s" lii6C Date: y-S-96 SER: V36;:, p.Firm: 6&r~7~'r.EAI~,UF97•S~ nate: 4-~a-9te +SI:-~ Firm: Date: • SI: Firm: Date: TA: Firm:A/s9.E,71v°4Al)ICINI~/Z/.41~~LiS7Loate: TA: Firm: Date: F: Firm: -Date: F: Firm: Date: • The individual names of all proepective epecial inepectore and the work they intend to observe must be identified on the reverse eide of this form. Leqend: SER ~ Strvctural Engineer of Record SI = Special Inspactor TA s Teeting Agent F= Fabricator Accepted for the Building Depaztment By Date:__ ~ rsGO~ ~R,cn ~1 ! j~LLK NPPLt~l~~ MEMO - city of eagan ( r, e. n~° TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSIS7ANT TO THE C1TY ADMINISTRATOR DALE WEGLEITNER, PIRE MARSHAL ELECTRICALINSPECTOR PUBIIC WORKSlENGINEERINGNTILITIES/STREETS ) GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR ,Z - /i ~ ~ ~ /ow.~ CtNfRS 70 DATE: 7 SUBJECT: LAN REVIEW The _ preliminary4)6onstruction plans for -5~Cy'e OleA sA y'.S ~~GL are in our pian review section for your review and comment. Please notify the Protedive Inspections Division if you have any reason that these plans should not be approved and resalve any problems with the affeded parties. If you are requesting that issuance of the building pertnit be held, please fill out the proper "hoid" request form. Camments: r->K ` ~ Indipte any fees that are to be collected with the building pertnit: Amount ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? Na tree dedication ? Yes ? No / Signature Date yiv,.av.law ~ Metropolitan Council Working for the Region, Planning for the Future Environmentai Seruices May 22, 1996 Mr. Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan-Council Envir,onmental Services Division determined SAC for theiSchlotzsky's Deli%tc b2 located at Eagan Town Centre within the City-of"Eagan. This project should be charged 2 SAC Units, as determined below. SAC Units Charges: Restaurant (Fast Food) 72 seats @ 22 seats/SAC Unit 3•27 Credits: Retail (4/96) 3024 sq. ft. @ 3000 sq. ft./SAC Unit 1.01 Net Charge: 2.26 or 2 If you have any questions, call Jodi Edwards at 229-2113. Sincerely, Roge W.Janzig Planner, Municipal Services Section Wastewater Services Department RWJ:JLE 960522SH cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Peter Hilger, Portfolio Design Services Inc. 230 East Fifth Street SL Paul, Minnesota 55101-1633 (612) 222-8423 Fas 229-2183 TDD/11Y 229-3760 An FquN Opportuni[y Clnpluyer ~ Metropolitan Council Workireg for the Region, Pianning for the FLture Environmental Services April 8, 1996 Mr. Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division determined SAC for the Schlotzkey's Shell to be located at Eaqan Town Center within the City of Eagan. This project should be charged 1 SAC unit, as determined below. The Council understands this building is speculative retail. SAC Units Charges: Retail ~ 3024 sq. ft. @ 3000 sq. ft./SAC Unit 1.01 or1l When the finishing permits are issued, the SAC assignment should be ~y reviewed based on actual usage. If you have any questions, call Jodi Edwards at 229-2113. ~y 4;~ Sincerely, q~ ~ eyt Roger W. Janzi" g ~ Planner, Municipal Services Section Wastewater Services Department RWJ : JiE 96040857 cc: S. Selby, MCES uv,J Carolyn Krech, Finance Department, Eagan Peter Hilger, Portfolio Design Services Inc. ~ 'V "~Z? 4v 230 EastFYfth Street St.Paul, MSnnesota 55101-1633 (612) 222-8423 Fax 229-2183 1'DD/T11 229-3760 ~ em" oavo~uv em~ PORTFOLIO . DESIGN SERVICES INC. - , 235 E. ROSELAWN, SUITE #15 • ST. PAUL, MN 55117 (612) 488-6162 FAX (612) 488-6292 April l, 1996 Ms. Jodi Edwards Metropolitan Waste Control Commission 230 East Fifth Street St. Pau1, Minnesota 55101-1643 RE: Schlotzkey's Shell - Eagan Town Center Dear Ms. Edwazds: Attached please find a set of shell building plans for the above referenced project. Please review these drawings for the appropriate SAC determinauons based on the general retail. iThis-tarilt.Ge.axesEaurant~ however, the-iaterior-will3~e_taken_o~t-as a s arate' eP - , ~ iat=ior-seating:~d-equipment-plans-are_developed:~lease forward your determinations fo the Building Official with a copy to us. _ If you haye any questions, please feel free to call. Thank you for your assistance. , Sincer ' i. / er ITilger, t1IA . ` - . . - denc ortfolio Design Servic8s, Inc. - h,m cc: John Trautz Mark CarLson ~ 0dPs 4 7bNA~, y o?~~w l'Ir ~ l`l~j A ~N H~ac S~~ 1J"LL MEMO n rL city of eagan ,prtn S~L ~ TO: PAT GEAGAN, CHIEF OF POIICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERINGlUTILITIES/STREETS GENE.VANOVERBEKE. FINANCEDIRECTOR ) RICH BRASCH, WATER RE50URCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCNOEPPNER, SENIOR INSPECTOR ~-/i ~ T"~'v CtNfRL 70 DATE: 17 Aeerrr«v SUBJECT: LAN REVIEW The _ p2liminaryj~Zconstruction plans for are in our plan review section for your review and comment. Please notify the Protective Inspections Division if yau have any reason that these olans should not be approved and resolve any problems with the affeded parties. If you are requesting that issuance of the building pertnit be held, pleasa fill out the proper "hold" request form. ,/J L C- Commerks: CGn~/Oa/G - If 6 ~aj J Q r ,yO,PT ~n 1( G~ 0 e d~^/?,raval~ v/,Oo! ~ ~~i1~1^6 Indicate any fees that are to be collected with the building permit: Amount ? Yes ? No landscape sewrity required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No q~o I , - -r(0 Signature Date piervrev.iaw T~ , :f s / , ` ~~s" ip~°s~ Nif// 1~ Tf.~YAK~ ~ Ln S~ 14.0 ~bA Y~ f3Z'34. ~ I~i / J L~G1S ~T ~S A Ny2 b S^~ct LL - city of eagan SGO i C y~,1 g~ ~~~PPE~ ~ MEMO S~L ~ TO: PAT GEAGAN, CHIEF OF POLlCE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR GA~ WEGLEITNER, FIRE MARSHAC) ELECTRICALINSPECTOR ' PUBl1C WORKSIENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR Pt.ANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR e_/i I T w~ CtN~Rt 70 ~ ~7 = A~arn«J DATE: SUBJECT: PLAN REVIEW The _ preliminary4l)~construction plans for 25~Cyd O~~ Sk y/S ~~G,Z are in our pfan review section for your review and comment. Please notiTy the Pratective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuancxe of the building permit be held, please fill out the proper "hold" request fortn. Commerts: L Indicate any fees that are to 6e collected with the building permit: Amoun ? Yes ? No landscape secunty required ? Yes ? No water qualiry dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Signature Date plen+w.ien Schlotzsky's Deli, Eagan, MN Minnesota Energy Code, Building Envelope Method Calculations F~ T Prepared By: A. Peter Hilger, Arohitect (Mn. Reg. # 15860)) ~ Portfalia Design Services, Inc. AREA U alue UxA Code Total Wall Area 3185 100°k nla . Less Glass Area (SC .8) 553 0.430 237.54 20% Less H.M. Door Area 24 1% 0.140 3.42 Less Alum. Door Area 66 2% 1.130 74.58 Net Wall Area 2544 80qo Wall Area in Brick Veneer 1931 0.082 158.93 Wall Area in Rock Face Block 613 0.074 45.20 Total U x Area 519.97 Average Opaque Wall U Value: Composite Wall U Value 3788 0.163 519.97 N.A. Average Roof U Value 2792 0.045 Wall R-Value Calculation 16rick Veneer) Inside Air Film 0.68 5/8" Gyp. Board 0.56 Vapor Barrier 0.00 1-1/2" EMruded Insul 7.50 . 8" Concrete Block 2.09 Dead Air Film 0.78 4" Brick . 0.37 Outside Air Film 0.17 TOTAL R-Value 12.15 0.0823 U Value Wall R-Value Calculation (Rock Face) Inside Air Film 0.68 518" Gyp. Board 0.56 Vapor Barrier 0.00 1-1/2" Extruded Insulation 7.50 8" Concrete Black 2.09 Dead Air Film 0.78 4" Rock Face Concrete Block 1.79 Outside Air Film 0.17 TOTAL R-Value 73.57 0.0737 U Value Roof R-Value Calculation Inside Air Film 0.61 Metal Deck 0.00 Roof Insulation,3"llsocyanurate 22.00 1!2" Perlite Deck Sheathing 1.39 Rubber Membrane & Rock 0.00 Outside Air Film 0.17 TOTAL R-Value 24.17 0.0474 U Value FILE: U-SDEGN.XLS ROSEWOOD CONSTRUCT/ON SERVICES CORP. 235 E. ROSELAWN AVE., SUITE 15 ST. PAUL, MN 55117 (612) 488-6162 FAX (612) 488-6292 TRANSNIITTAL ATTN: Joe Voels DATE: 4-8-96 Schlotzsky's Deli COMPANY: Citv of Eagan REF: Town Centre, Eagan ADDRESS: 3830 Pilot Knob Road PHONE: FAX: CITY, STATE, ZIP: Eagan, MN 55122-1897 NO. OF PGS: F~ VIA FAX F~ HARDCOPY MAILED 0 VIA MAIL VIA UPS ? VIA COURIER COPIES DATE DESCRIPTION 1 4-8-96 Ener Calculations 1 S ecial Ins ection and Testin Schedule REMARKS: Enclosed are the energy calculations for the above referenced project. The Special Inspection and Testing Schedule is beinq routed for signitures. As soon as I get it back, I will get the completed form to you. The Building Permit Application form, buiiding plans, and copy of the letter to the Metropolitan Waste Control Commission were submitted on April 1. CC: FROM: Collin Holzwarth IF YOU RECEIVE ANYTHING CONTRARY TO THIS TRANSMITTAL, PLEASE ADVISE. File: sd-egnfl.bs . i CIT`; tJh GAGAN TERMI'.NAL. NC±: ~:,as;fitr_.r•:: nrs o9,52:50 • z~F; r r_.. tJar~r::.: rF.cc:;T.s~:r.txi~ rzcer::. sr-i`T.NR.rr;. :3ose.0o 371E, '-]i'.2C1 i? fd!A.MFTI:I',5 / cl - ~7S ~ Tot~t1 Rece'i.pl, A17,01.e . ~ ~ , xA v;kraFaq,rs<e.,ttn~„~c~•.~:d.~~rx.,v:,y~t, t'?Ty ('1r 1=:.r^r~P7 ?'ERFS.iPJ~":I.. r,arr.: nt,.Yn6.,;1:yW:. 'r:f.rs;::: 09,;:; 1,4. i,dq?,sF.r (::E:riTi..!I?Y r'!..[:f, :fN(' • 'i!i':lt, c.)i-'.r' . . 7 d.<_. I -i~i:;• ^ nii . . ^Fi1.<: :'Dpf"rl. J.34f:) T6JN f:.:7R I)f ~i.:3A'1 r{.IRi r-7R T,R •i.rh , • O Ir 900I I.31M THIN UR ]fl,ftl) ~ i ':)nni 1.3an riT, • r~ i,;:, ' TDtT1? RRaf`q].Ci4 F~rtip!Jr`i;: . r . •~._1T~. n~ . ~~•n i~~.~~.7 ' !.N'iF.i'{C .CI'I~ Fh9.N[:Y . . / ;k,}'.'i'%tl.~'".~:#?k~YV~%Y•k~W~l(.~.{<~~':T.:S~Yb~NAY.~k?X.\°.?nh:+kv~.'k~k*i #.'k~k ~ - / ' ~'~57~>6 , ~ ~T7Z ~ S~Ac~~ s~ ~a6f~o , I `I ; . , ~ ~ i , . ; ~ i I 'tif1;~1'•,! • ' _ . . l..l:fJ . . - . , ~ . I ..[:.;.1.. .~..,h 340 / SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. S~~ 600 RECEIMED 7300 WEST 147TH STREE'1' APPLE VALLF.Y, MINIYESOTA 55124-7580 ~~~y~ (952) 4323136 APR 19 WIFtl TELEFAX NUMBER (952) 432-3780 ~.,p,p~ E-MAIL bnuerz@seversonsheldon.com ~~9M'~H ENGINfEEPMG DUARTMfNT TO: John Gorder, Assistant City Engineer FT20M: Michael D. Klemm, Assistant City Attorney/{~ e9 DATE: April 18, 2005 RE: City of Eagan v. Anchor Bancorp, Inc., et. al. Fee Owner: ETC Minnesota Limited Liability Company Project 851 Our File No. 206-19381 7onn, o r.+~ L-F~ r. Enclosed for the City's records, please find the original Partial Final Certificate and Order As It Relates to Parcel 6(PIN 1 0-7704 1-0 1 0-0 1) dated March 8, 2005, and recorded with the Dakota County Recorder's Office on March 18, 2005, as Document No. 2305317. MDK/kmw Enclosure 2305317 adwa W OC W° ¢ ? os=~ o ~ ~I ~ v y~ O IY V ? ~ Y . ~xzu O ~ ~ n' W 7 ~ a `l 4 U = ~ p 3 a' C' I U = I ~ STATE OF MINNESOTA, COUNTy pf DAKpTq W Cy ~ 0 Ce~fieJ fo be a true and conec! cppy a ~ W o S Q~~ m m, ? ~ 0 0 0 ~ of arid b I~rtry~ oifice mis a ~ VAN A R4STR M ADMINISTpATpq o ~ 0 3 Lu LL V I v BY ' DMU1Y OFI(0tAC0UNTY V~ BRMTFN.Cvrt Ad,~ MA 11205 STATE OF MINNESOTA sY ~ rDEPUTY DISTRICT COURT COUNTY OF DAKOTA FII25T 7UDICIAL DISTRICT Case Type 2. Condemnation COURT FILE NO.: 19-CO-03-7039 City of Eagan, a Minnesota municipal corporation, Petitioner, PARTIAL FINAL CERTIFICATE V. AND ORDER AS IT RELATES TO PARCEL 6- PIN 10-77041-010-01 Anchor Bancorp, Inc., a Minnesotd corporation, d/b/a Anchor Bank; et. al., Respondents. IN THE MATTER OF THE CONDEMNATION OF CEATAIN LANDS FOR CONSTRUCTION PURPOSES By authority of Minnesota Statutes Chapter 117, I hereby certify that the lands herein described have been taken by the City of Eagan in eminent domain proceedings for purposes in confomuty with the requirements of Chapter 117 and of said statutes as amended; that Commissioners were duly appointed by the Court and that all damages by agreement of the parties have been paid by the City of Eagan; that the proceedings for the taking of certain rights ~ . Page 2IPARTIAL FTNAL CERTIFICATE AND ORDER AS TT RELATES TO PARCEL 9- PIN 10-77041-010-01 in said lands are now complete; and that said City now owns temporary construction easements with the exclusive control of same. Said lands are situated in Dakota County, Minnesota, and are described in particularity on Exhibit A, attached and incorporated by reference. And notice is hereby given that the above-captioned condemnation proceeding has been completed; that payment for the taking af lar.ds above described has been made and that the Partial Final Certificate was executed and approved on the dates shown and endorsed herein. Dated: 1)19?t P', 2005. SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. A~If By: I2obert B. Bauer, I.D..#227365 Michael D. Klemm, I.D. #295218 Attorneys for Petitioner, City of Eagan 7300 West 147th Street, Suite 600 Apple Valley, Minnesota 55124 (952) 432-3136 The above Certificate is hereby approved. BY THE COURT: ~ v Ju~ge of Distr ct Co -{~a~= _a EXHIBIT "A" PARCEL 6 - PIN 10-77041-010-01 Fee Owner: ETC Minnesota Limited Liability Company, a Delaware limiled liability company Tenant: Noadle's & Company, a Delaware corporation Easement Holder: Eagan Shopping Center, Inc, a Delaw¢re corporation The Restaurnnt Company of Minnesota, a Delawrare corporation d/b/a Perkins Restaurant and Bakery C& H Investment Co., a California general par6nership A temporary easement for construction purposes ober, under and across the following described pazcel: Lot 1, Block 1, TOWN CENTRE 70 SEVENTEENTH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Said temporary easement for construction purposes being that part of the above described pazcel which lies within the following described azea: Commencing at the southwesterly corner of said Lot 1, Block 1, TOWN CENTRE 70 SEVENTEENTH ADDI'I'ION; thence northeasterly 169.33 feet along the northwesterly line of said Lot 1 to the point of beginning; thence southeasterly along a line radial to said northwesterly line at said point of beginning, a distance of 10.00 feet; thence northeasterly along a line parallel wi[h said northwesterly line of Lot 1 to the northeasterly line of said Lot 1; thence northwesterly along said northeasterly line to the intersecrion with the aforesaid northwesterly line of Lot 1; thence southwesterly along said northwesterly line to the point of beginning. Said easement containing 209 square feet (0.005 acres) more or less. Said temporary easement expired on June 30, 2004. s-~ MECHANICAL (COMMERCIAL) Permit Apptication City Of Eagan 3830 Pilot Knob Road, Eagan Mn 551 ~ ~N 1 4 2003 Telephone # 651-675-5675 FAX # 651-67 7~ Please complete for: commercial/industrial buildings ~ multi-family buildings when separate permits are not required for each dwelling Date b Site Address / 3y0 7aw1t,Cl^ r1rl IZ~5r Unit # Tenant Name (if applicable) /~oo ol ( r S Previous Tenant Name Property Owner Telephone # ( ) Contractor 45soc.'~7e~r~/ Street Address ! PS 7 City State yl Yl} Zip S-s3 7 9 Telephone 4Sd ) y~/S'S/c~ o The Applicant is _ Owner ~ Conhactor _ Other Work Type Newconstruction UndergroundTank _Install _Remove ~ Interior Improvement Call for inspection during installation/removal of tank Processed Piping Nature ofWork: /Q,e1ol lUU14. -4sVW AA5;~44(' ~r~~.sr ~yL~ fv e_,C// fJvr~ Permit Fee $50.50 Minimum Fee (includes State Sureharge) Contract Value $ 0?4 's o O x Al% 6D Permit Fee • If pernut fee is $1,000 or less, add $.50 $ State Surcharge If permit fee is over $1,000, add $.50 per $1,000 Pernut Fee $ a4o.sa Tota?Fee I hereby apply for a Commercial Mechanical Permit and aclnowledge that the information is complete and accurate; tLat 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 pecmit, but only an applicarion for a permit, and work is not to start without a permit; that the work will be in acwrdance with the appr/oved plan in the case of work whicL requires a review and approval of plans. lLsN kr J AP . + flatC_ A_ _ h .,rure ~ S~ i-~G-o 3 PLiTMBING (COMMERCIAL) U Permit Application City Of Eagan 3830 Pilot Knoh Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Date 12 ~ 27 ~ 02 Site Address 1340 Town Center Drive Unit # Tenant Name N~dieS Com p!~ Former Tenant Name Property Owner Telephone # ( ) Contractor Dakota Plumbing and Heating, Inc. Address 3650 _Kennebec Drive, Suite 102 City Eagan State Minnesota Zip 55122 Telephone 651) 454-6645 The Applicant is _ Owner X Contractor _ Other Work Type _ New Bidg Add-on _ Repair RPZ PVB Irrigation system * • Jer Wobschall to calcula[e fees Re uired meter size is 2" [ur6o uniess smaller size ermitted by Pu61ic Wor15 Description of Work Aapsry 10L,uw•px-~v6 fay !j8'6- Lq'rouT To inquire iCPressure Reducing Valve is required on new service, ca11 6 5 1 5 75-5646 Meters - Call 65,1._675-5300 to verify,tha[ hydros[aqc, conductivity, and bacteria tests passed. ortor.to nicklne uo meter . Irrigation 5ize & Type Avg GPM Fire Size & Price 3/4" disnlacement $156.00 Domes6c Size & Type Avg GPM Includes high demaod devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Conhact Value $ 3S~ x .Ol% _ $ ~ Base Fee $ Meter(s) Required on all new buildings & boulevard imisation systems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ V State Surcharge If base Tee is over $1,000, surcharge is $SO per $1,000 of [he Base Fee Following fees apply only when installing new irrigation system Y~ ~ Water Pecmif~ Contact Jerry Wobschall at 65 L675-5024 £orrequired fee amounts ~ $ Treatment Plant $ ~ • ^l~a[er Supply & Storage $ ~ State Surcharge -------------------------------------------------------------------------------------------------------~-~-3Q-'- ~,~q $ rTo[ F I hereby apply for a Commercial Plum6ing Pemut and acknowledge that [he information is complete and accurate; tha[ the work will be in conformance with the ordinances and codes of the City of Eagan and with the PI ing Codes; that I understand this is not a permit, but only an application for a permit, and work is no[ to start without a pemtit; that the work ill b in accordance with the approved plan in the case of work which requires a review and approval of plans. Paul Rascher, President ApplicanYs Printed Name App ican-j ['s Signature :z CITY USE ONLY REQUIRED INSPECTIONS _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: BUILDING INSPECTOR General Information • Radio Meter Read (requued on all new buildings & boulevazd urigarion systems- $157.00 • RPZ's must be rebuilt every five yeazs. A minimum fee permit per address is required for RPZ rebuilding or repatring. • Wa[er meters include copper hom/suainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM NLETERS USE PRICE 1-20 5/8" residenrial $121.00 4-120 1-1/2" iriig3?ion Sys: $ 781.00 displacement sm commercial turbine'* must YeCeive maximum continuous xpprovxl to from Public Works 2-30 3/4" lawn imgarion $156.00 4-160 2" turbine lg irrigation syst $ 982.00 maximum displacement residential & 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 & continuous & lg comm bldgs 25 irri arion s stems 5-100 1-1/2" bldgs 25-64 units $484.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRING 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 cown 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 61dgs 15-1000 4"turbine very lg irrigation $2,329.00 syst & production lines Comments • To schedule inspecrion of the inside water line and backflow prevemer, ca11651-675-5675. • To arrange for water turn-on, ca11651-675-5300. cc: Maintenance Divieion Clerical Technician Updated 1103 Use BLUE or BLACK Ink 7 I For Office Use Cit I Permit Of I EaEd~ 400 RECEIVED Permit Fee: 3830 Pilot Knob Road I I I I Eagan MN 55122 MAR 18 2014 1 Date Received: Phone: (651) 675-5675 1 I Fax: (651) 675-5694 I 1 Staff: `----------------J 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: - 3- if 1 Site Address:.)- r v Z~r t i Tenant: Suite Name: Phone: Property Owner . Address , City /Zip: Applicant is: -~Owner Contractor Type of Work Description of work: VIItC~CQ ~p~ f`p( ~d ~Qpp~ Ly - i ck e y-, SZ j 44 rS Construction Cost: 1= Estimated Completion Date: Name it I'" t-Q License 02-0 Contractor Address: S L5) 1 )i /1P~ )t~ City: A .i~CkL j State: Jg~ Zip: 55f~_ Phone: ~SLS I- a ~I - I(Q Contact: Email: FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads New _ Addition Fire Pump _ Standpipe Alterations - Remodel Other: Other: DESCRIPTION OF WORK: Commercial _ Residential Educational FEES Contract Value $ JOG X.01 $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 S~ Permit Fee **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 = $ 5 Surcharge* ***If the project valuation is over $1 million, please call for Surcharge = $ _ !oU TOTAL FEE 3/4" Displacement Fire Meter - $260.00 Fire Meter = $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be i ordance with the approved plan in the case of work which requires a review and approval of plans. l ` j x CA, 01. 4~- W~ (9LZ1_rt" x Applicant's Printed Name Applicant's Signature i