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965 Aldrin DrSITE ADDRESS IW5 ( df/ l? ?r Unit # Permit # L 3 B Sect./Sub.?"QaGn?Q?2 W/p. L!'T. INSPECTION INSPECTOR DATE CUMMENTS ? 49( AAof AM. --/a-9 AJK Q-Wl 09, Am _ ? ,?.AA, i, « AV' P• ?• . -C? 7 c[ Ak- Q /Q[? IWaT ? r INSPECTION INSPECTOR DATE COMMENT -aa ?r7 ? ? a?.. ? - ?, ? ? r V... f ? ' • t u-? -97 --ir- ?? L • ?? i ? z39-? o??a-r? ? . dt &L :... ? INSPECTION REC4RD ? CfTY IDF EAGAN PERMIT TYPE: ?? il S fV i, • 3830 Pilot Knob Road Permit Number: , Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: . . APPLICANT: ? ,. ,, ??; i al ??,, i,.i; : i?fv • i ? ?: ' F.;AGANr??LE couFnaarv {t`NfCR (6121 tIt:,i ..,,4a0 PERMIT SUBTYPE: TYPE OF WORK: -?2n5ke 1rUCkinQ E N I INSP O CT • DA ? I .- ? . ? . ? .. I . .. , ? . ??? ? . . . . . i?? . _ ?. _ ? .. . ,_. . '?r . .. . . .. L ' .. L ? J Permk No. Perm HoIdK te Teiephone # ELECTf{TC 5 i e.?? la- ? !`' ?`!ls' •??? Nae - k-5 9 aa 9,?3? ? PLUMBING HVAC -s?Qp Inspectlon Date insp. Commenta FOOTINOS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPIACE AIR TEST FINAL PLBG FINAL HT(3 OHSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FfG DECK FINAL Ws 4C u?G• ?•?O - i . u ':N47 I INSPECTION 'CITY`OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 eni;Ar+i,Hi E ?11IrcPoR aI f cf N I U k PERMIT TYPE: n t e+"i EADDRESS• • ' - " T `tl " "'"! `g _w' ` lol: -4 r?????a +Ilfr)N ?N Permit Number: 41 Date Issued: ? • ti 8! 4 ! APPLICANT: i r: i PERMIT SUBTYPE: I I tfi(i t T N1. ? (,f MAIaKS: fi & t,! f, t iik TYPE OF WORK: c, .• i t ;?„ ? P'FN`;Yf 7'R?IiGK 1F14,INF3 ? Permit No. Parmit Holder Date Te{ephone # ELECTRIC PLUMBING HVAC Innpectlon Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGFi PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FlREPLACE FIREPLACE AIR TEST FINAL PLBG FINAI HTG ORSAT TEST BIDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL / INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knou Road Permit Number: . Eagan, Minnesota 55122-1897 Date Issued: .. (612) 681-4675 SITE ADDRESS: APPLICANT: , . r a r? , , PERMIT SUBTYPE: TYPE QF WORK: INSPECTION .. . .. L ?,??'l %_ou ?ga ? J ? Panntt No. Permft Holdar Date Telephone # ELECTRIC PLUMBING HVAC Inspectfon Dab Insp. Commenffi FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBCi AIR TEST ?L ROUGH HEATING GAS 5VC TEST INSUL GYP BOARD , FIREPLACE FIREPLACE AIR TEST FINAL PLBG FlNAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 ? SITE ADDRESS: ? t /tr,€}tdttfil.t LLdPl.I l.riT R! I l R[ Ei OR E'(tkPOltd4l F CENTF{a ? PERMIT SUBTYPE:. ,c. N RECORD PERMIT TYPE: Permit Number: Date Issued: K .l M'P - ".) HIL APPLICANT: 1 `i 10 0 TYPE OF WORK: ri t, `;!° V N F'If 0 #! Y'F'aA"r FIMi' ;ti w FN%:; r? ?? 11R u Ctt 1FAci1M Q INSPECTION . .A . ?. +A IRI'"MAf?VS't. A'iF PAkfxTE Pf FtWC'i V-. Rf(Ji110fi) F(1R API`i I'1 1tPlR1fitCl t114 f'1 Ff: T"PICAt blcl#tk Permit No. Permit Holder Date Telephone # ELECTRIC PLUMBING HVAC Inspection Date Inap. Commenta FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ' ROUGH HEATING GAS SVC TEST I INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL 'j/u/9 BSMT R.I. BSMT FINAL DECK FfG DECK FtNkl UTYOF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT ? BUILDING 030735 09/05/97 SITE ADDRESS: 965 ALDRIN DR LOT: 3 BLOCK: 3 EAGANOALE CORPORATE fENTER P.I.N.: 10-22515-030-93 DESCRIPTION: ' "' 8,ui1°ding°-.Permit Type ;Building Wiar.k Type j?' UBC Occupancy°--?a y Construatian -7`yps Zoning Suildirig Lengthf::,. &uildin•g Width ?q Bvgil,di?ng ,q?,tox:iie `s,?y ' m?$Q:F:tBY,e Fe9t , C e?ns u e >??o iff e tf REMARKS: FEE SUMMARY: Base Fee Plan Review Surcherqe Total Fee COMM_JIND. NEW H-4 S-3 TI-N I-1 133 90 ' 2 11,940 322 SERVICE S7ATION PERMIT TYPE: Permd Number: Date Issued: iP':trr' s?t x?*a ?.' VALUATION $6,387,25 $4,151.71 $700.00 $11,238.96 ? ; $1„500s000 CONTRACTOR: - ppplicant - OWNER: STANL CONST CO ' 29319300 PENSKE TRUCK LEASING 5900 ROWLAND RD 4750 PRODUGE Rp MINNETONKA MN 55434 LOUISVILLE KY 40218 (i612) 931-9300 (502)459-7888 .. v I herebY acknowledge thdt:.T•_hav?e, read `tfiis `a,ppl.zCa'Cioni &;nd stat,e that' the`, infor-mation is correct ancl ree toc_oinply'+.???C?`.?];1„aRP3iasble _5tdte:.df.`91rT.`; - atatdters and City of 7k? ?j APPLICANT/PERMITEE SIGNATURE ISSUED B SIGNA E rlrv nr- r_AcAN C;ASFIIrF;: 5 TGfiMItdAI_ N[]w 638 T'F:; i.i /23/9i TIMf e 14°u58::I7 NAME r, C4TAHL. CpN ;T CO 3210 9001 965 AI...IiRIN Iih 162.25 205 9001 365 AL.DRIN DR 5.00 Tntal kecnipt Amrn.zn+,: l6i e?.'.5 CfiOf}4 9 i 4 t1S1=R .T.Lir NAN(:Y r?`.' i?I? PStI?;F:;;J f;(it5!'';.I:i:'.? .. `''P1Li.tr.,?_ i?`i'Jfl`.?/`_')f 4.C;dr;r<i,,,f....r'I.t'i;.i r?i ii ''?i(1^I AL •`_.i`iTP r:T: 30 i'?iA5 34.;'2 'd'Fln! All iR.7N i; 1 i''I. G.';'rJ Fi;? •,,?:?; ,;,??i??? qF;:- ^?I .1?1 r' ?. ..i.. ::i? J.,.I_ i.pt <tlti'_}i.?.?E; CRi:'1,10/ ? .? ;yYO'.t 4(!t??:.?'(lt y ! ??.^„ki..a,:•kktY`,k>:i:?kk.;:;'l,:','-,'.5'ri.?e:.-i?'?;:k>`.'k:};?;Hw,,l'Y^Y.'Y•;?:SKY.;n:'??'?n ?,?? 1'1`' (li= F 64G%tiJ .. , ,? ?, p. -+ . . ?.: „ .r?::. ?? •:? ?;?,*'::::, t3i1.•• ..3? r'7:h.., ,,.,,?rE,,,c_? Ti ,. 'ri';,,'`Jt> "!(J°); 9f?s"'• PiI...IJf:'l.i?! it!'i 3 fi,fyP '.r01i IIF;?.F' f!1?: '•?Ai?r?,, Yn:n?CXi;? -,`:?'1;d:y.?:k?YY,(':?P,<Yq,:Y:T,?,'?•?$'?fi::':Y4e':M1$°<'i:k,tiO?::?OX? ;k'?;:;k"4;?>,i ?N;kk;?i?y,.?';:4 ?6%?c?F.'d.>$k.?¢;a::!? k'?'1?',•Y.?r':,?.A'E(Xt:?XX:;i,'%KkciX G N;i ; .1 E. l:r y " 'i lIt' . .i :: i!.nloi.. it-,, (M .. S';_I/:?:::/Tf 7*['T'': jt". NANI.i:: '.ST'A1II... D7Mf':AIt.ry L1i1=77 90;11 (a!..1!R:CN DI? f1.C1ni1.t_it.i i T•?h,,:,'I F',??c.•:i??i, An?c;ur+,:; ?,?t.???i.],.Otl CRC? i'..i`3 4'.j U`:iir f?: :I Io; N1,101(.Y ?!.:?::::+.??Y?ipSn;'.:r=:?k?Y,;;,; ?kz<,?•.k.?::ke?,;;?'-': kf,??,F:n>k:;? ?c;;.'F k?t:'M 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) CfTY OF EAGAN 881-4675 The Pollowing are required with approprlate eertification for all pgw consWdion: ll, aM- 9L . 2 each: erchRecturel plens; mach. & elec. plans; fire spriNcler pians; structurei plare; site pians; landseaping plens; grad6gldrainagelerosion ooMrol plan; utility plan . • 1 each: set of specifieations; set ot energy calculaticns; abdMce.l pcwer 8lighting fortn; 8peGa1 Impections & Testing Schedule . Letter irom MCAyS (phone A222-8423) indiraBng SAC detertnlnatlon • Code anatytgi§ indicating: Codea used; xwpanGjrAasificstions; setbacks; maximum eliowable area as per Building and Cily Codea ebng with sq. ftNper flaor; typesof,construation (synopsis M conrtruction eomponents) & any oxupanq or area separation welis; ba?ia;;sx[t syqopsis with a dieQram Indiceting exliag,W ds from eacA room or area, trevel paths & ail reted coRidoro; plumhing flxtures; and parking. IL DATE: June 6, 1997 yypRKNPE: x NEW REMODEL _ DESCRIPTION OF WORK: Truck Leasing Facility ^ CONSTRUCTION C05T: 1.5 million TENANT NAME: p nck mnu' k r. sj na S1TE ADDRESS: Aldrin Drive - Ea andale.Corporate Center '"Qf ?,9L?M?A9GC CoRPaRRtG ^" LOT 3, BLOCK 3 SUBD. GLvrcR P.I.D. # PROPERTY NBmE: Penske Truck Leasing PhOng #: (502) 459-7888 OWNER Street Address: 4750 ProauCe Road CIty: Louisville State: xY Zip: aozis CONTRACTOR ARCHITECTI ENGINEER COmpeny: stahl Construction Company Phone #: (612) 931-9300 Street Address: 5900 xowland xoad Clry: Minnetonka, Minnesota Zip: 55416 Company: 5T.ON(1E4 9I.??? 4 A SSoC, !N(- Phone#:7/7 BV 3g61 Name: GVIGUAAL.C?GASSN?yER Registration #: Z 390 StreetAddress: 07 W, MAl"KET ST f36x 15309 City: WK State: f2A Zip: Sewer & water licensed plumber (only 'rf installing sewer & water): I hereby acknovoledge that I have read this application and state that the information is correct and agree to comply with aIi appticable State of Minnesota Statutes and City of Eagan Ordinances. D ? ? Signature of Applicant: nI£,7 OFFICE USE ONLY BUILDING PERMIT TYPE uadatioA-- a?- . . . 0 21 Miscellaneous 8 Comm./In . 0 20 Public Facility WORK TYPE . .. ? u. ? c. ?j ?,?tC? 1L New . , 0 33*AIterations ' ? 32 Addition Y* ??'?' ?? •}?`d Ftepair ? 37 Demolition GENERAL INFORMATION w - 9 • Const. (Actual) • k Basement sq . ft. N??1 MC/WS System ? (Allowable) . First Floor sq . ft. City Water ?^?- UBC Occupancy???5- NZ ? Fsq. ft. 21700 Fire Sprinklered yf s Zoning s• i i'Y/,?ZZ, sq, ft. 11080 Census Code 3 Z z # of Stories 2 sq. ft. SAC Code .30 Length 13 B'? - sq. ft. Census Bidg. ? Depth 9 o a" Footprint sq. ft. L 0 Census Unit ? APPROVALS Planning Building Engineering Variance Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit 5!W Surcharge Treatment PI. Road Unit Park Ded. . Trails Ded. Water Qual. Other Copies 79? .C 41 st Total: J Valuation: $ n?J O -- ? ?? ?/ i ; ;`'.:` ? . °k SAC SAC Units Meter Size ? -? CITY'OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT 'PERMIT TYPE: Permit Number: Date Issued: BUILDSNG 030631 08/18/97 SITE ADDRESS: 965 ALORIN DR Lp7c 3 BLOCKc 3 EAGANDALE CpRPORATE CENTER P.I.N.: 10-22515-030-03 DESCRIPTION: =°;; ?,..m ??: v 0°d1 A"'? ?'? -a.,?;??;?:: e REMARKS: 8 6 W PLBR - FEE SUMMARY: VALUATIpN Base Fee Surcherge SAC SAC % SAC Units Subtatal $162.25 $5.00 $3,800.@0 100 4 $3,967.25 CONTRACTOR: - qpplicant - STAHL CQNST CO 29319300 5906 ROWLAND RD .MSNNETONKA MN 55434 (612} 931-9390 ?"• " " Z Fie1? ' irif'ciF ? 5tatta "°6?„. PENSKE TRUCK LEASIN6 ermit Type E?ES_-1Y1,1' g?aP FOUNDATION ? -W.6ak 7YPe NEW , E? Fi 4 S 3 B :? tt?t3 n: t n;i.s? II-N ,a r s Y?;? 6? £ G`! i yj ° ii _S G. StF'R. YqAµ ?!n ?y . " Bu11't31 04 Len?t'h 13 3 ::rs g? 8ui].dsntg.VtitlCiY 90 ` , Bukl't1fa0stq35: 2 Spq?F?rye:'-:Fe't?'t„?^a,w;?,a:? - 11,940 Ceh.s'cj s°»'Uffe322 SERVICE 57ATION ??P? ITEE SI'a IGNATURE $10e000 CITY SAC S & W PERMIT S & W SURCHARGE TREA7MENT PLANT PARK DEDICA7TON 7RAIL DEDICATION LANOSCAPE 6URR Total Fee $4@0.00 $100.00 $.60 $1,680.00 $19,200.00 $5,280.00 $5.080.00 $35,627.75 OWNER: PENSKE TRUCK LEASING 4750 PRODUCE RO LOUISVILLE KY 40218 (502)459-7888 P? ,C S O 84 SIG R ATU?rRf I? ? 1997 BUILDING PERMIT APPLICATION (COMMERCiAL) zq. 1? ? ? ClTY OF EAGAN 01 681-d675 Tha foilowing are roquired with eppropNate certifieation for a11 Ift consWUion: ? 2 each: architeau2l plans: mech. 8 ebc. plens; fiia spnnkler plans: strudurel plens: aile Dlarks: landcmping plans; 9fadingld2inag8/erosion control plan; utility plan ? 7 each: set of speciflptions; set of energy alalations; ebdrital power S lighting fortn; Special Inspeetions 8 Testlng Schedule • w., Letter irom MCANS (phone #2224423) indipdng SAC determination . .! •C4de anarysisiipting: Cades used; pxupanty dassificai0s;--setbadcs; mauimum allowable anfa ea per Building anE City Codes aiong wRh sq. J. D???A? '? ? ¢ dio?? ty canstrud'wn (syno§is of conshvdion eomportents) & eny ocCUpanry a aree separation wells: , ? ?b?ccy,lo?;Ar?o??si?$wHh=b dia or area, travei Oaths & an rated ... comdors: Piumbih ` uTes, 5ne 111a ' . . , - DATE: - June 6, 1997 yypRKTYPE: X NEW - REMODEL DESCRIPTION OF WORK: Truck Leasing Facility . CONSTRUCTION COST: = 1.5 Million TENANT NAME:- Penske 2r ;.x r. aGina- SITEA-DDRESS: Aldrin Drive - Eaqandale Corporate Center _ " __ __ ^°' ?,qCa,pypqL,C ?vRPoRAtt ^" . LOT 3- BLOCK 3 SUBD. cc&?c.c P.I.D. # PROPERTY N8R18: Penske Truck Leasinq PhOng l5021 459-7e88 OWNER .., ,?. - Street Address: 4750 Produce Road City; Louisville State: -xY Zip: 40218 CONTRACTOR COmpanY: Stahl Construction Company Phone#: (612) 931-9300 StreetAddress: 5900 Rowland Road City: Minnetonka, Minnesota Zip: 55416 ARCHITECT/ Company: ST.bN?Ci gUFF A SSoC, IN( , phone#:7/7 8S4 3661 ENGINEER ,..._.._.___ _-_,_......, Name: wlWA1'I ? LA SSl?`lE? - Registration #: Z 3 964 % v?.tx j 617 W, ?bx 5309 JUN - 91997 ? Street Address: ?v1q?1?ET. ?T l p' /7 City: PK State: ? Zi d S Sewer & water licensed plumber (oniy if installing sewer & water): I hereby acknowledge that i have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota SWtutes and City of Eagan Ordinances. ? . , Signature of Applicant: ?' ' ,r?? ' • ,:.,?'? / C ` OFFICE USE ONLY : BUILDING PERMIT TYPE Ec 01 Foundation X3 19 Comm./lnd. Misc. ? 21 Miscellaneous ? 18 Comm./Ind. 0 20 Public Facility WORK TYPE Ow, Y ? ? 31 3 -New,, ?'?• ' ,? .•- ?.?a A?,?t?o r? , • ? ? ? 0 35 Tenant Finish ? 2 Adtiitbn t? a FYepair ? 37 Demolition - GENERAL INFORMATION Const. (Actual) _ 1fa Basement sq. ft. - N??1 MC/WS Sgstem (Allowable) 0 First Floor sq. ft. City INater c? UBC Qccupancy*j(5-3 g NZ ° Fcc?sq. ft. , - 2,700 Fire Sprinklered Ycs Zoning . ! WEZZ, sq. ft. :r 1,080 Census Code 37-7- --= # of Stories - Z- sq. ft. 8AG Code 30 Length I 3?8" - sq. ft. Census Bldg. o - Depth 90 0' Footprint sq. ft. Census Uoit- - a APPROVALS - Pianning - Building Engineering Variance - germit Fee 2 ZS valuation: $ /n? OC90 Surcharge s, r,n - _ Pfan Review MC/WS SAC , 8Co. Ott 9sm F/_ City SAC yco. ? (eo sY _ Water Conn. A/9 - S/WPermit I06.4, - - S/W Surcharge , sn Treatment PI. /, bSO. m Yzo x`f - Park Ded. Trails Ded. Z bo. n Water Qual. Other Copies Total: 3 S, b Z 7• 7s °k SAC SAC Units ly Meter Size g . / o: Q?,) • '? Z.R /f• c? GUG v 92cods. ? c?j"xPGH1?,rb 3 p ?,- ?? ds /krAr`/ ulrcb Pca*h Srroaan ac Nzwc ,# CnvNCa O?` l7.++if `NIKL ?/S?ANL CN•?'?) •?w- 4 s G4L& lf.? FNO. .r 'k s 1141?t A? Ko?t? Akr ?yo?Lq d t ?'c/,Yvs 7a baM• 3Z/o00 ?£GrutNDa£ Lr/RR2£N, ?'NTiG L y -7?s- MyO ?qx -7 9s' ?s(P'76 gad ? OA , CAla ,tY 116,5o-, ??•c/Pfr.iie t ??sfuss (1/ _ ?'qu. ltlL 0 /A.f `FLOZ- XG? {?!' 6 r2 .. a. Orc ?g 'G .... ?ka;(? "rL 0,6z t?. ? ?z?T ??• -Ar G°W?yttP,r aaw. r. . pfi". • C.?,?? s- /?,?s? ? ?t f2 N•c? r"/???`c 1> C ?T ? ? ST?c? /?l?s?j >f'cc • T?Z ( R li /'_.?,rCtb /C? L?"`'? (in?r refILJ. ?L?l.F-?f. ,?Scd• ?p? ?t ?6H.ss-o gY?? qrpuu9?.t /?,?iu I/C f36•o7I0 Sr,4I-Kc. ? L?ca "/ A ?T4/?ao, y???~? ; .Z CA[vfla..if?j f?/^4 T?YAf'Nt y/,?'rC2Cea I LN^/S. ,?.?>L?LC ?L `j/qrGC?lYC) •• Z ?OK.[fj KSUMMLK=S /'<rM. i?a`D(Nq 4Prc Ok ZNr' /C•-Zr- 9. yo Ak?&• c- ' tak) ? ?fP??JC?g FR /fg2f3-S? AAl/P" ?r ?C Aul f....?c n 6RYNILAft? &S. ?jwt ?'iKYa2C ?;e.Lx?1?"Pti C'cc 25 e/t W eo &vll ? c ? ?c(a.ca ? L'R`c• (F,rr r? fraaNIf ret9 rAr,;a????' "? 4r41. L- AJf F4R. G1Nl'SL1?• c...a ryy ?don-LNf GN 1N? ? "/ pC,rraC LRRRa ? ( p • '775" ? CoPv ? Gop p : oo O°„ r(i ?G. ? ? 1?p? P ,? 1'LuS?L ?AN CgRn??c,arAa ?y R y v' c"? t? a„?,????` • ? ??MJNDv JAuBs?"? ! ? 17 A dt • ? Metropolitan Council Working for the Region, Planning for the Future Environmental Seruices August 6, 1997 (7oe Voels`; Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: REC?zvED AUG 0 S 1997 BY:- The Metropolitan Council Environmental Services Division has determined SAC for the Penske Truck Leasing fo be located within the City of Eagan. This project should be charged 4 5AC Units, as detemuned below. Charges: Office 2,100 sq ft@ 2,400 sq ft/SAC Unit Service Bays 3 bays @ 2 bays/SAC Unit Wash bay 50 gals/truck x 10 trucks/day @ 274 gals/SAC Unit SAC Units 0.88 1.50 1.82 Total Charge: 4.20 or 4 Ifyou have any questions, call me at 602-1113. Sincerely, n ? 7odi L. Edwazds Staff Specialist aw-'Tf?? Municipal Services Section JLE:bw 970806S7.doc cc: S. Selby, MCES Dan Baker, DBA Architects 230 East Fifth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fas 229-2183 TDD/TTY 229-3760 An Eguat Oppormu[y EniploJer PA?, • Gaaev MaHS'M ?-C) w?t k/i.c S[?re IKC A Smci 2crea>AS4r ? rl?, Dar.s., Y HnL.c?rviA f'4wW Qs.,w-q r•' M41r K Srwr ¢e? A SAc ?rrce-"Omd Yr/. X ? GqpkoT rfSttt FNO• PtA--"' t+(o !AC b c r. T Jti.caca N'? "" ?Acr .? - Ht k/4r.aTi1 `n r9Lk 70 mV fwPPlsYa,c, 24: Mlcu'! OLCv TWeucia ` C;.?, i4Ara1 6.IL.T? HLY t N?•? WrrI.A ?oH wl?? ZZ ? °e ?- ----- ----_-----_-_---- -_=---- ? Juty 23, 1997 Mr. JceM. Vcels, City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: Plan Review Penskc Tnick Leasing Building Lot 3, Block 3, Eagandale Corporate Center Dear Jce, ? ,s#'?'*???IfE Auu o 11997 In response to your letter of July 14, 1997, the plan review comments will be addressed as follows. 1. The plans will be resubmitted with the proper seal of a Minnesota registered Architect and Engineer. 2. The building will be sprinkled in accordance with apphcable codes to allow welding in the shop. ?/ 3. TLe plans wili be corrected for items #'s 4,5,6,7,9,10,11, and 12. 4'?p 4. Attached is a revised drawing showing the Rental Counter to be handicap accessible. ( U, ?D (L ? 5. Attached is a soils report. As we diswssed, please issue a foundation permit for ttns project. I understand that the City of Eagan has ? no liability should the plans have to be changed prior to the issuance of a full building permit. The ? arclvtect, conixactar and myself are confident that the foundanons are correct and will not be affected by [he review comments. Thank you for your assistance. Please call me a[ (810) 795-8678 if you have any questions or require any additionalinformation. ? Sincerely, QP? Larry ansen Facilities Project Manager cc: B. Carr P. Moulton P. Prang J. Sullivan J. Wamer PENSKE TRUCK LEASING CO 132600 DEQUINDRE ROAD / WARREN, MI 48092-1062 TELEPHONE 810-983-5480 7 FAX 810-795-8690 ? l• cmtWT a Ymwcsaa= TOP V1EW g ?.' ._ ... .................................................--------- ----- --- ----_.... .--- ? ----- ---------------- ----•------------------° ............. .^------ rc No ?; nerntL o x• caaMu? r-? o e- avow,er ^ 24 I ? ~ CUT-0UT FOR COMPUTCIf CaR e 97 1- iaa .? .. _.c (rrolE; VEMiY ILNOrII ON SIfL - SGrE tOIJntW uK LoMG[x/SUOar(N) ? REAR ELEVATIUN 1 R I 19 -1/1 l7-SM ._ ..... . . .. - A• _ . .. ......__... ...? wo rm ? K . ..."'_ ??? ..._..` KNEESPACE ?... PR[NiEYI LANf NNEEfPetf ?.. ? ? ' ? fMOfE: V[OfH VMICS VI711 COUNTEP lENG7N> ? 25-3J4 I&S hKIJNf VIEW ? N ? 25-1/2 INGN1 TaP vIew I v I PAPEq SL01 (•YIB' ? I FRONT ZS-1/2 ?10 o"W"I', wHEELCHAIR ACCESSIBLE PF.NSlCF RUC LEASlNG ?SEO pAiE;6/l9/97 PACE NO SCALE: 14 RENTAL CdUN7'CR URAWN BY: PM I1 oF 3 60'd £ZO'oN OS:ZT L6.8Z lflf Zbb9-S2.2-019:0 ObI(1N3/S3IlIlI3tiJ ? SIDE VEEW . • i . ' 40R1(SURFIfCE 't4-122-- FILE CsBINEr nREA BACIC PIWfL PtlY C@WUT(R LART SPRC[ SECTI[7N A fERi (12'V X IC'V) ENTIRE ^ I. .?_.. fRC NCMtlVAC4E CPBINET PANEL AREA _-?- 1? ? M11011 ;Y9'n WHEELCHAIR AGGESSIBLE P ? .S?{CL?' 7'RUCK LEAS 6/19/97 P+? N pM 2 oF 3 ho sca?: C 14 REN7'AL COUNT?sRlNG il!g? 2' CA6LE RM:CVl1y REMOVABLE PANEL POR FlIC[VAY ACCE55 IN MNEE SPACE WEN 11AG[vAT ftllt VICE5 IWG AillM1tlV REMOYABLE vnraL -I? ?? ?j-----_-- -:::_ .--- ? Si YINES 11 f0"w F CqlMi[R NOTCH DET/1IL OT'd £TO"oN OS:ZT L6.8Z lflf Zbb9-SLL-Oi9:QI 021IAN3/S3IlIlIDtlJ SECTION A WHEELCHAIR ?ESK «cenn rl - ORAWERS 17'L VIDTH Tp PI1 AYA[LABLE SPpCE B- IIHNO DNIVE SFIEIF 17-1/2'W % V•D WITH NO HACK C- POVEIt 9LOCK INSTALLEO WITH SWlGE PROTECf10N CINSiALLEq pN CAB1WT S[?E PANEL OP NNCfSPAC,E - SEE RERR ELEVAT[ON1 TO BE SUAPLIEO BY MILLWORK CONTRI1CTt1R ? - SHELf FOR $ATTERY BACKl1P 21-1/1'L x e•v x aie•r ?. - r'quMICA 4940 SPECTNIIM YELLOV MATT FiNlSH PLAST[C LAMINAT{ (18' tlVERHSCLF tlNLY - NOT VqRKSURFACE) f - rILE DRAVER WITH PENOAFLEX BARS 16•V 71 12-1/2'H lt 30'0 ON CULI ExfEaStON SLIDES (lNY BE St1BST[T47E0 WITH MEtAL FILE CIIBINETS IS'V X 29'M 11 311'D) StERICASE 01775L G- MICARTA 472M80 DAqK PEU7RIIL VFl.v1:f fA4L EXPpSED SuNFnCCS EICEPT E) H- d/e" SPACE BEfWEEN PNINTfR CARY ANO BiIGK PANEI Oi ?PqON f0 ALLOW PAPER fEEO I - OPEN SIiE1.P V(iH NO 9ACK J- PROV[DE LOCKS (IM i.FST I'EDES7AL FOR TVD IXfAWERS. A150 PQtlVIDE LOLIf M tlNE TOP ?RRVER OVER EACH FILE ORAV[RS. K- SNRIVF.S FOR DEDICATEO SERVrR AND XISG 'RE%' EOUIPMENT. 17-1/2 OEEP Y VIOTII (7F KNE[SPACE NOTE, StlME OEOICA7E0 5[RVfkS VILL NOT FIT al TNIS SM6I.F. THEY Vlll, 1'It ON BO7T[]M SHEI,F OF PRINTER CANT [F YOU SVITCH PO$ITItlN OF THE PR[nTERS. MATERIAL, USE 3R' CAHINET GRADE PIYVOtlD OR FLIINE60RR0 FRCE9 VIfM PLnSTIC LAMIlNTE NOTE; MIL.LL/L1KK CCJNiRACTOR TO PROVIDE 15' RESTRAINING CHAIN ON COMPUTER CART AND S111NGING GAft 30"H X (i? FtT) AT END OF RENTAL COUNrER PER PENSKE PROJECT MANAGER GATE TD BE INSfA1.Lf0 G' A.C.C. H(NGED TO 7HE VALL RND CONSTRUCTEO OF 'G' PLASTIC LAMINATE ,IY1411I110 •.ql.? PENSKE 1!1[lCK LEASI G ??' 6/19/9Y PACE WMEElCHA1R ANOE?ALBIE 14• RENTAL COUNT,E'R pEV15[OeMTE: PM 3 of 3 ? Ti'd £TO'ON TS:ZT 16.8Z l(lC ZbD9-SLL-OT9=QI 021Il1N3/S3IlI"lI3HJ *dtV oF eagan THOMASEGAN July 14, 1997 "'°Y°` PATRICIA AWADA BEA BLOM9UIST SANDRA A. MASIN THEODORE WACHTER MR LARRY HANSEN Council Members PENSKE TRUCK LEASING THOMAS HEDGES 32600 DEQUINDRE citvndmirisfroror WARREN MI 48092 E. J. VAN OVERBEKE Gty Clerk RE: PLAN REVIEW PENSKE TRUCK LEASING BUILDING LOT 3, BLOCK 3, EAGANDALE CORPORATE CENTER Dear Larry: We have completed out review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we aze, therefore, requesring that the following items be addressed. Unless othenvise noted, all references are to the 1994 U.B.C. In checking with the State, I find that Mr. William Glassmeyer, whose signature is certifying the plan sheets, is only licensed by the State of Minnesota to perform mechanical engineering/design. As per State Statute, an individual(s) licensed in azchitectural, structural, and/or electrical design must certify each applicable sheet and we are requesting that you obtain the appropriate signatures, or certifications, for the azchitectural, structural, and electrical design azeas of this project. 2. Please verify, in writing, that the operations within this building absolutely do not involve any open flame or welding. If any open flame or welding activity is used, a fire- protection (sprinkler) system will be required. Sections 311.1 - Division 3, and 904.2.5.2. A stainvay and roof hatch complying with State Statute 1300.4500 must be installed in a location that allows safe access to rooftop equipment. The handrails for a stairrvay designed to 1300.4500 must meet U.B.C. Section 1006.9. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOiA 55122-1897 PHONE (612) 681-4600 FAX (612) 681 4612 TDD (612) 45G-&535 THE LONE OAK TREE THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIiV Equol Opportunlfy/Affirmahve Achon Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN. MINNESOiA 55122 PHONE, (612) 681-4300 FAX (612) 681 4360 TDD (612) 454-8535 14. As indicated on our commercial building permit application, the following documents must be submitted and approved before a building pemut may be issued: a. Letter &om MC/WS indicating SAC determination. b. Special Inspections and Testing Schedule NOTE: Review section 1063.5 for pertinent information regazding the required Inspection and Observation Program (as well as information contained in the Special Inspection and Testing Schedule packet that was supplied to you). I wish to emphasize the pazagraph on hiring of the special inspector(s) -"The special inspector shall be employed by the owner, the engineer or architect of record, or an agent of the owner, but not the contractor or any other person responsible for the work" (i.e. testing and inspection cannot be contracted_for by the contractor). Copy all test results/reports to me for review. Also, as a reminder, the Special Inspector Final Report must be completed by all applicable personnel before a Certificate of Occupancy will be issued. Please submit revised plans incorporating the above. If I can be of further assistance, feel free to contact me at (612) 681-4683. Thank you. Sincerely, ? v? Joe M. Voels Construction Analyst JMV/js cc: Doug Reid, Chief Building Official Building Inspectors/F'ue Mazshal 4. All toilet facilities must meet U.B.C. Chapter 11, Appendix Chapter 11, CABO/ANSI A117.1-1992, and the State's amendments dated January 23, 1996. The floor plans, elevations, details, etc. must show all necessary dimensioning such that I can verify that all code requirements aze being met. Larry, I am more than happy to review faxed 8-1/2 x 11 drawings as to code compliance before the master sheets aze changed and printed. 5. For every required men's toilet room, there must be an accompanying women's toilet room. If the plumbing fixture requirements as oudined in Appendix Chapter 29 are being met, additional unisex toilet rooms may be supplied. Please note that all toilet rooms must be accessible. Section 1105 and Appendix Chapter 29. 6. Please supply verification that the shower in Men's Locker Room 110 is accessible. Also, an accessible shower for use by women must be supplied or the men's must be relocated into a unisex room. Section 1105 and Appendix Chapter 29. 7. Please supply an accessible drinking fountain. Code requires that one discharge spout be provided in accordance with CABO/ANSI A117.1 and one dischazge spout be provided at a higher location; or other equivalent water provision equipment shall be provided (e.g. a cup dispenser is acceptable). Appendix Chapter 29 and State's amendments dated January 23, 1996. 8. Please supply verification that at least a portion of the rental counter is a maxunum 34" AFF and a muumum 30" wide. CBO/ANSI A117.1 - 1992. 5ection 4.31.4 and 4.2.4.1. 9. The metal gate/guardrail located at the mezzanine must be designed such that a 12" diameter sphere cannot pass through. Section 509. 10. All plywood used in the canopy, under roof decking, behind facades or gypsum boazd, and/or anywhere it is covered and/or concealed in any way must be of fire-retardant treated wood. Section 603.1 11. Please verify minute rating of the "B" label doors as called out at the Door Schedule on drawing A-3. 12. The stairs into the pit azea must be designed with a minimum 9" tread run and require a handrail at both sides (removable, if required, where the handrail extends above the main floor deck). Section 10063 Exception 1 and 1006.9. 13. Please submit a soils report. RELEASE OF HOLD Project Name/Number/Location:_ ?,!?4r,?? 1-1?LIG? C` Legal description: L B Sec/5ub Parcel #: Reason for hold: x? }? ), Sp£C. -,f- ;? Release hold on: Issuance of buiiding permit ? Certificate of Occupancy Other (please explain) ?i Gl• ?-!/? ? ?a ?' 7 of Person Releasina Hofd ma RELKOLD.FM LTS01 ? REQIIE3T FOR HOLD Date: / / 7 7 Praject name: pr_a 5'eC? Address: Legal description: L B Sec/Sub Reason for hold: 5;pEC. CZ7 !? T000rePor:.r Place hold on: Issuance of building permit Certificate of Occupancy Other (please explain) Signature 5?.4pproved, this "hold" will remain in effect for fifteen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. The person or department requesting the "hold" is responsible for notifyinq and resolvinq any problems with the affected parties. v? _601 0 s Qe i? w ? Ab?' MEMO ' city of eagan TO: DAT.E SCHOEPPNER, SEIVIORINSPEGTOR DALE WEGLEITNER, FII2E MARSHAL PAUL OISON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT NHCE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTII.ITY BII.LING CLERK ROD 70HNSON, UTILITIES FROM: BILI. BRUESTLE, SENIOR INSPECTOR DATE: DECEMBER 16,1997 SUBJECT: FINAL INSPECTION OF PENSKE TRUCHING ? L3, B3, EAGANDALE CORPORATE CENTER The Protective Inspections Division will be performing a final inspection of 965 ALDRIN DR on JANUARY 6, 1998. 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 be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /js CD/Fbldg insp//final insp - cotwn bldgs B ItA d! N' I NTE RTEC January 13, 1998 Mr. Larry Hanson Penske Truck Leasing 32600 Dequindre Road Warren, MI 48092-1062 Dear Mr. Hanson: 6.nun lnro.rac cc.porcHcn 6950 West 146th Sheel, Sune 131 Apple Volley, Minnesota 551248520 672-431.4493 Fax:4313084 Engineers and Snenfists Servmg lhe Bui6 and Nafura! Environmenp' Project BODX-97-150C Re: Summary Report for Construction Testing Services and Special Inspections, Penske Truck Leasing Facility, 965 Aldrin Drive, Eagan, Minnesota In accordance with our authorization for services, dated 7uly 2, 1997, we have completed the construction testing services and special inspections for the Penske Truck Leasing Facility located at 965 Aldrin Drive, Eagan, Minnesota. Our services consisted of the following: • Ezcavation Observations • Compaction Testing • Testing of cast-in-place concrete for footings, slab-on-grade and walls • Observations of concrete reinforcement • Test roll observations of Pazking and Drive azeas These services were provided by an engineering assistant, a senior engineering assistant or an International Coaference of Building Officials (ICBO) certified special inspector under the direction of a registered professional engineer for the State of Minnesota. Purpuse The purpose of the excavazion observations was to assist in evaluating the soll exposed in the bottom of the excavation for their similazity to those encountered in the soil borings and suitability for support of the anticipated fill and foundation loads. The purpose of the compaction testing was to assist in evaluating the compaction procedures being used by the conuactor and to determine if the fill placed met the project compaction requiremenu. The purpose of the concrete testing was to determine the slump and air content of the fresh concrete and to cast cylinders for compressive strength testing in the laboratory foc conformance to the projecYs specificatioos. 'Ihe purpose of the reinforcement observatioas was to determine if the reinforcement was placed in geaeral accordance with the available plans and specifications. These observations were done under the guidelines of the Uniform Building Code (UBC) Section 306, "Special Inspecxions Under the D'uection of an ICBO Certified Inspector for Reinforced Concrete". Penske Trvck Leasing Project BODX-97-150C January 13, 1998 Page 2 For each special inspection, a 5pecial Inspection Daily Report was completed to detail the results of our observadons and to documeut any items needing conection or changes to the structural plans which were given us. When completed, a copy of the report was givea to the contractor for their field files. Copies of these reports are included with this report for your review and records. Available Information Braun Intertec Corporation (Braun Intertec) previously performed a geotechnical evaluation at this site. T'he results of the evaluation aze summarized in our report BODX-97-029, dated Mazch 10, 1997, to Mr. Mazk A. Boxey of Penske Truck Leasing. Proposed Construction The buIlding is a slab-on-grade, single-story structuze with a mezzanine. The building is supported on a typical spread footing foundazioa designed to exert a maximum soil bearing pressure of 3,000 pounds per squaze foot (psfl. We understand the finished floor grade will be 897 feet. Excavation Observations The building pad aad pump isiand excavation observations were coaducced by an engineering assistant. Random, shallow (about 3 feet deep) hand auger probes were used to assist in evatuating ihe excavation bottom soils. Estimates of the soil consisteacy or density were based on the peaetration and turning resistances of the hand auger probes. Soil ciassifications were determined with American Society for Tesring and Materials (ASTK procedures by observing the hand auger probe cuttings. The hand auger probes performed in the building pad and pump island excavation bottoms typically encountered silt with sand and lean clay. The silt with sand was judged to be ia a medium dense condition and the lean c(ay in a rather stiff condition. Groundwater was not eacountered during the excavation observations. The building pad excavation bottom elevations ranged from 881 feet at the norrh ead of the excavation to 893 feet at the south end of the excavation. Approzimately 10 to 13 feet of oversizing was provided. The pump island footing excavation bottom elevation was approzimately 892 feet. Approzimateiy 3 feet of oversizing was provided. Canclusions Based on the results of the soil borings, excavation observations and hand auger probes, it is our opinion the silt with sand and lean.clay encountered in.the excavation.botioms aze adequate for fill and foundation support. Based on the construction staking provided by others, it appears the ezcavations were adequazely oversized. ? Penske Truck Leasing ' Projecc BODX-97-150C January 13, 1998 Page 3 Compac[ion Testing A total of 17 compaction tests and 5 retests were performed in the fill placed for footing and floor slab support and foundation wall backfill. A total oF 15 compaction tesu and 3 retesu were performed for utiliry uench backhll. A total of 3 compaction tesu were performed ro establish grade in the pazking lot.' All tesu and retesu for fill placed below footings mei or exceeded the minimum density requirement of 100 percent of standard Proctor density ,r (ASTM D 698). All tests and retests for fill placed for floor slab support met or exceeded the minimum-deosiry requiremenu of 95 percent. All tesu or retesu for fill piaced for pazking lots and utility trench backfill met or exceeded the minimum compaction requirements. The ezceptions aze tesu 4 aad 6. These failing tests were not retested per the contractor. Results of the compaciion tests and Proctor curves were previously submitted and aze attached to this repoR. Conclusions i ' Based on the resulu of our compaction tesu, the fill placed appears adequate for footing and floor slab support. Concrete Reinforcement Observations Concrete reinforcement observations were performed on an on-call basis during the construction of the building. These observations were performed according to the guidelines of the UBC Section 306, "Special Inspections". Conclasions Based on the resulu of our concrete reinforcement observations, the reinforcement observed was placed in general accordance with the available plans and specifications., Concrefe Testing Nine seu of concrete test cylinders were cast to represent the concrete placed at the site. This testing was done by a Braun Intertec technician who was certified by the.Americaa Concrete Institute (ACn or representatives from Stahl Construction. (Ike-results of thesetesiDke included with this report for your review and reference. ?/dzow ? Conclusions ?Lo/qg In summary, the resulu of the concrete compressive strength tests indicate the concrete placed for rhe building met or exceeded the minimum specified compressive strength. Gylinder Set 8, which was cast on the curb and gutter concrete, was damaged on site and may uot representthe in-place cancrete strength. Parking and Drive Area Ohservations Test roll observations were performed in the pazking and drive azeas with a loaded tandem truck or loaded scraper. The majority of the pazking and drive azeas were in a wet condition , t, Penske Truck Leasiag Project BODX-97-150C 7anuary 13, 1998 Page 4 and experienced rutting and deflected when test rolled. We recomamended_ these azeas.be > subcut and replaced with a drier, eompactable soil. I The contractor reworked the unstable azeas and then the areas were test rolled again; a majority of the azeas performed satisfactorily. The temaining uastabie azeas were ? recommended to be subcut approximately 8 inches and repiaced with 3 incN minus rocF. The bituminous base course was placed on October 31, 1997 and we understand the wear course will be placed in 1998. We recommead-any distressed pavement azeas be removed ; and the aggregate base and subgrade evaluated "prior ta placing the bituminous wear course: General Services performed by the geotechnical and materials engineers for this project have been conducted with that level of caze and skill ordinazily exercised by members of the profession currendy praMicing in this azea. No warranty, expressed or implied, is made. It has been a pleasure perfomung these services for you. If you have any questions regarding the contenis of this report, please cali 7eff Friederichs or Gceg Bialon at (612) 431-4493. Sincerely, J ? ey . Friederichs Eagineering g Assistant ProfeSSional Certifcation: I hereby certify that this plan, specification or report was prepazed by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Gre Bi ??'E4? Project Engineer Registration Number: 24017 Attachments: Speeial Inspectoc Daily Reports i through 4 Report of Fieid ComQaction Tests, Reports 1 tluough 9 Proctars P-1 through P-4 Compressive Test of Concrete Cylinder, Tesu 1 tluough 9 c: Mr. Spenser Finseth; Stahl Construction Mr. Joe Voels; City of Eagan jdftgjb:s1cg\991500jpt IlilcitV oF eagctn THOMAS EGAN July 14, 1997 M°v°r PATRICIA AWADA eEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER MR LARRY HANSEN Counal Members PENSKE TRUCK LEASING THOMAS HEDGES 32600 DEQITINDRE citv 4aministrator WARREN MI 480I2 E. J. VAN OVEReEKE City Clerk RE: PLAN REVIEW PENSKE TRUCK LEASING BUILDING LOT 3, BLOCK 3, EAGANDALE CORPORATE CENTER Dear Larry: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the ahove-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we aze, therefore, requesting that the following items be addressed. Unless otherwise noted, all references aze to the 1994 U.B.C. L In checking with the State, I find that Mr. William Glassmeyer, whose signature is certifying the plan sheets, is only licensed by the State of Minnesota to perform b. mechanical engineering/design. As per State Statute, an individual(s) licensed in azchitectural, structural, andlor electrical design must certify each applicable sheet and we aze requesting that you obtain the appropriate signatures, or certifications, for the architectural, structural, and electrical design azeas of this project. J 4M 0 4 2. Please verify, in writing, that the operations within this building absolutely do not involve ox ? rany open flame or welding. If any open flame or welding activity is used, a fire- !,o rotection (sprinkler) system will be required. Sections 311.1 - Division 3, and 904.2.5.2. >r` 3. / A stairway and roof hatch complying with State Statute 1300.4500 must be installed in a g£fJY location that allows safe access to rooftop equipment. The handrails for a stairway `designed to 1300.4500 must meet U.B.C. Section 1006.9. ? 01" . MUNICIPAL CENTER 3830 PILOi KN08 ROAD EAGAN, MINNESOTA 55122-1897 PHONE (672) 681-4600 FAX' (612) 681-4612 7DD(612) 454-8535 $f I8?9'I ??. lµ.Q RG?G? A?v ? vw ?tto- J W I / THE LONE OAK TREE MAINTENANCE FACILITY THE SVMBOL OF ST2ENGTH AfJD GROWTH IN OUR COMMUNITY 3501 COACHMAN POfNT EAGAN, MiNNESOTA 55122 PHONE (612) 681-4300 Equal Opportunlty/Affirmafive Action Employer FAX (612) 681-4360 iDD (512) 454-8535 . ` 41 : Aw' X?1?.5 P t?? J'r-?'s ? r7-*? " 4. 'L All toilet facilities must meet U.B.C. Chapter 11, Appendix Chapter 11, CABO/ANSI A1171-1992, and the State's amendments dated 7anuary 23, 1996. The floor pians, -elevations, details, etc. must show all necessary dimensioning such that I can verify that rP code requirements aze being met. Larry, I am more than happy to review faxed 8-1/2 x 11 drawings as to code compliance before the master sheets aze changed and printed. , J5. % Eor every required men's toilet mom, there must be an accompanying wamen's toilet ; room? If the plumbing fixture requirements as outlined in Appendix Chapter 29 are being additional unisex toilet rooms may be supplied. Please note that all toilet rooms must be accessible. Secfion 1105 and Appendix Chapter 29. 6. ;ease supply verification that the shower in Men's Locker Room 110 is accessible. ? o,<<N,-a so, an accessible shower for use by women must be supplied or the men's must be ?(S tc?„hN srelocated into a unisex room. Section 1105 and Appendix Chapter 29. I 7. Please supply an accessible drinking fountain. Code requires that one discharge spout be provided in accordance with CABO/ANSI A117.1 and one discharge spout be provided t i pen er is ac eptable). equivalent a p d dix r Chapte?29 and State'saam ndments aat a January 23, 1996. 8. Please supply verification that at least a portion of the rental counter is a maximum 34" oa?-;d,'AFF and a minimurn 30" wide. CBO/ANSI A117.1 -1992. Section 431.4 and 4.2.4.1. Y 9. The metal gate/guardrail located at the mezzanine must be designed such that a 12" diameter sphere cannot pass through. Section 509. 10. All plywood used in the canopy, under roof decking, behind facades or gypsum boazd, and(or anywhere it is covered andlor concealed in any way must be of fire-retazdant ?'?I1S treated wood. Section 603.1 11.)? Please verify minute rating of the "B" label doors as called out at the Door Schedule on Z Z ' drawing A-3. 12. The stairs into the pit area must be designed with a minimum 9" tread runraad require-a ? %a Mandrail at both sides (removable, if required, where the handrail extends above the main ? ? floor deck) ection 1006. 3--Ex-cep ton tl-t606:9--- "?, ? 13. Please submit a soils report. D?` I. : 14. As indicated on our commercial building permit application, the following documents must be submitted and approved before a building pemut may be issued: a. Letter from MC/WS indicating SAC determination. b. Special Inspections and Testing Schedule NOTE: Review section 1063.5 for pertinent information regazding the required Inspection and Observation Prograzn (as well as information contained in the Special Inspection and Testing Schedule packet that was supplied to you). I wish to emphasize the pazagraph on hiring of the special inspector(s) -"The special inspector shall be employed by the owner, the engineer or azchitect of record, or an agent of the owner, but not the contractor or any other person responsible for the work" (i.e. testing and inspection cannot be contracted for by the contractor). Copy all test results/reports to me for review. Also, as a reminder, the Special Inspector Final Report must be completed by all applicable personnel before a Certificate of Occupancy will be issued. Please submit revised plans incorporating the above. If I can be of further assistance, feel free to contact me at (612) 681-4683. Thank you. Sincerely, Ir (/ ?5 Joe M. Voels Construction Analyst JMV/js cc: Doug Reid, Chief Building Official Building Inspectors/Fire Marshal ?.r i rn- . a I. ? ?J? - --aw-e 1 v11 n?LL1JJ11 IrI.YO( r.G: J gpseray =NVpICTZON "n TESrxHa ??MIMS inn and l??tinq"j (Te ? uOW Sn aeaordane+ vlth th. 'cuidrlirge !er Sp?ai41 Y:uD? PAO3ECT N1m raCAssoa zype ot xee?s. x„Lo scMadule te W lilled ovt and inaludgd Ln the ps univaL2sb1e at chaC t7+o to be liiled wt ahan +ppLyinq Li5 ?vsmit No. !e be FMJAed bY the BuildieQ otlSoL&l. (2) Uao NwsipelenM PW U.B.O. SeaeLen 306. (7) spyeill srIm"aeor'. U@lLn9 7"nt Ox YabrLcatoc. (4) rirm oontsaesaA ea ptietoes s•evle.r. xCAt011U1L0XKIM Eaeh aypeeiulaCm.r"aouniselw mutt Siqn bolc+s: PA0.TCGT NO. tlr. pswuT ero- at /paO1.fLCaCiG1. LAlCCtRtcion p i bu:ldt+W 9atmi.i . ? 1-=- , Asehit?ee??p ? rsZMI u nMI?IILL s R'? ?-9•-^?----- 4?--r^--- asa: Berni e Stroh- 4?risme t?oh nalna ri?._....oa=?= 6' ?! 9Z , szI nne: ? - n•w=?-?-? ,,_. asas?- n.ne? rAi nrmr i Gal?t?, asts: X; rism, osta: Ft ?ltme Danas? • Th? Ln61?iQw?l nws a! sll Pea,,p,at1V* •peeiai l.nppeasets and thw r+oric etioY 1-11s41.+4 ee easasvo auae be i"eleLliW en tM rworae Oide ot tllif losm. I Laqaadi lflt a StsuetYeal'Dtqinear e! Heeocd !1 • SpOaLAl InmQwiOs s1? ? tNtiaq 7?Qdnt 1 ? ?rabzicatoY Aeaepeed tor e6e Iutl4lal0 DeOrtwnt Iyr Dota, I ? , I RELEASE OF HOLD Project Name/Number/Locarion: LegalDescription: L:_3 B: 3 SecJSubd r???--?g?c ??;?. ?x.f? Pazcel #: Reason For Hold: Release Hold On: ? Issuance of building permit Certificate of Occupancy Other (please explain) , .a, - Sig4fture ofPerson Releasing Hold /Date Reviewed by Tom Colbert /Date G FORM&RCimu af Naid REQUEST FOR HOLD Project Name/Number/Location: f-,.> ie TuC-lc Legal Description: L: B: ? Sec./Subd Parcel #: Reason For Hold: fZe?rha?l' c,V?/ li fti not v?f Ga,. Place Hold On: L? Issuance of building Certificate of Occupancy Other (please explain) - 0,?m ?oN??, ?R1V ? V Lno qo?' ? of Person Pas?? Hold Re.?wes?;n? Reviewed by Tom Colbert G -24 /Date ?` 2w ? /Date f ye c/ v d?? n <,4? If approved, this "hold" will remain in effect for 15 working days. Upon expiration, the hold may be renewed for addirional 15 day periods. G FORMS/Requat Fm klold TO: PAT GEAGAN, CHIEF OF POLICE ? JON HOHENSTEIN, ASSISTANT TO THE CTTY ADMIl4I3TRATOR DALE WEGLETTNER, FIItE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIESISTREETS GENE VAIVOVERBEKE, FINANCE DIRECTOR ,? RICH BRASCH, VNATER RESOURCES COORDINATOR MIIKE RIDLEY, SEIVIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY G,r .&OG/C '.3 FROM: JOE VOELS, CONSTRUGTION ANALYST ?qGj,9?p?y4£ /?' RPo.2,qTt G?taft/L DATE: lo//lc 7 The _ preliminary 2? construction plans for are in our plan review section for your review and comment. Please returu this formto Dale Schoe ner with yo signed comments and the date of review. If you have any co , -so-indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: / To 6 Indicate any fees that arqto be collected with ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No ?ure Sigh?? ? /7/s7 e uilding pemut: AMOUNT ZONING? (a ?km7 Date 1S/FORMS-BLD/PLAN REVIEW/lOE V i' St. Onge, Ruff and Associates, Inc. BUII..DING CODE SUNIMARY Footprint 5q. Ft. 11,940 2nd Floor Sq. Ft. 2,700 Mezzanine Sq. Ft. 1,080 Code - 1994 Uniform Building Code with Minnesota State Building Code aznendments adopted through March 20, 1995. Use group or occupancy - Mixed - Service Bays - S-3 ? ? • ? - Office Area - B Type of Construction - Type II N Allowable Stories - 2 Allowable Area - 12,000 Sq. Ft. Travel Distance - 150 ft. (not sprinklered) Dead End Corridor Distance - 20 Ft. Minimum Stair Width - 44" Egress Door Width - 36" A 1-hour fire rated separation wall between an S-3 and a B occupancy is required. St. Onge, Ruff and Associates, Inc. ADDENDUM NO. Z TO GENERAL SPECIFICATIONS FOR PENSKE TRUCK LEASING j EAGAN, MINNESOTA MAY 12,1997 The following changes, additions, deletions and corrections to the Specification shall become a part of the Bidding Documents: 1. SFCTION 7A THERAiLAT INSULAIJON a Continue paragraph 6.C to read as follows: "Extend vertical perimeter insulation to bottom of footing and horizoatal perimeter insulation 4'-0" &nm inside of foundation wall." *" END OF ADDENDUM*** PSK-7039 Addendum 2 Page 1 of 1 TO: PAT GEAGAN, CHIEF OF POLICE 701Y HOHENSTEIN; ASSISTANT TO THE CITY ADNIINISTRATOR DALE WEGLETTNER, FIRE MARSHAL ELEGTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR A'IIIKE RIDLEY, SEMOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY Ga-r •? OG OGK ' 3 FROM: JOE VOELS, CONSTRIICTION ANALYST ?qCyqrbyG£ ?RPo?.4TG eE,vTL/L DA'rE: ?/y?? 7 The _ preliminary construction plaas for F/Yfetl //GGtG/G ?E,tt flitl? aze in our plan review secrion for your review and comment. Please return this form to Dale Schoenoner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve ihese issues with the affected parties. If you aze requesting that issuance of the building pernut be held, please fill out the proper "hold" request form. Comments: Indicate any fees that azqtto be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Si t e ZONING? Date 1S/FORMS-BLD/PI.AN REViEW/fOE V f'4-,? H . -- - TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSIST.INT TO THE CITY ADNIIMSTRATOR E WEGLEITNER, FIRE biARSHAL / JUN 0 9 1u?'?glCAL INSPECTOR 'PQBLIC WORK.S? ENGINEERIIYG DIHLSIOPt/I?;1T?STREET? GENE VANOVERBEKE, FINANCE DQtECTOR '"• = RICH BRASCH, WATER RESOURCES COORDINATOR D'IIICE RIDLEY, SEIVIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY Ga? .?? ?? oGk . 3 FROM: JOE VOELS, CONSTRUCTION ANALYST ?q?jy?yai9L£ ?' RPa.¢,qrc G?s.vrt/L DATE: ?/OF 7 The _ preliminary Cx consuuction plans for aze in our plan review section for your review and comment. Indicate any fees that aze,to be collected with the building permit: AMOUNT ? Yes 11 No landscape security required ? Yes ? No water quality dedication ? Yes ? No pazk dedicarion ? Yes ? No trail dedication ? Yes ? No [ree dedication ? Yes ? No Signature ZONING? G/a'? /? ? j , 1!? n" rJ ? ?°ly•,,?" . . Date / 1S/FORMS-BLD/PL:W REVIEWIJOE V Ib Please return this form to Dale 5choeopner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. TO: PAT GEAGAN, CHIEF OF POLICE ? JON HOHENSTEIN, ASSLSTANT TO THE CITY ADMMTRATOR DALE WEGLETTNER, FIItE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTII.TTIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIIZE RIDLEY, SEMOR PLANNER '4REGG HOVE. SUPERVISOR OF FORESTRY 1 Ga y. 3? ?G OGK ? FROM: JOE VOELS, CONSTRUCTION ANALYST ?qLj,y?y?}yC£ /?' RPo?.4TL Lt.vft/L DATE: 400? 7 The _ preliminary C? construction plans for F,"flell- //GGtC/G aze in our plan review secrion for your review and comment. Please return this form to Dale Schoepnner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of ttte building pernit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that azegto be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes No tree dedication ? Yes No Signature ZONING? 6- 10--`l1 Date IS/FORMS-BLD/PL1N REVIEW/JOE V -3-o 0- V4 s f- TO: PAT GEAGAIY, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLETTNER, FII2E MARSHAL ? ELECTRICAL INSPECTOR` PUBLIC WORKS/ ENGINEERING DMSION /UTII.ITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIICE RIDLEY, SEMOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY Ger - oe?ock ' 3 FROM: JOE VOELS, CONSTRUCT'ION ANALYST ?q?,yrd,9LE ?RPo.¢q rc es,vTLQ DATE: The _ prelirninary O construction plans for r?iYj,?? //GGtG/c 22 f/itl aze in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building pemut be held, please fill out the proper "hold" request form. ?-_ Comments: ?? l =<< <%? Indicate any fees that aze,to be collected with the building pemut: AMOUNT ? ? Yes ? No landscape security required ? Yes ? No water quality dedication 0 Yes ? No park dedication 0 Yes -'Q No trail dedication ? Yes 9 N??o tree dedication ? Yes /0itvo)- ,-) ZONIN.G? Date JS/FORMS-BLD/PLAN REV[EW/JOE V I ' BOCA' NATIONAL ENERGY CONSERVATION CODE Valuatiorr: PLAN REVIEW RECORD Plan Review # Fee: Date: , May 12, 1997 JURISDtCTION EaQan, MN (Crty, Caunty, Township, etc.) BUILDtNGLOCATION Aldrin Dr1me Lot 3 Black 3 Ea5?andale Corporate Center (Street address) BUILDING DESCRIPTION AND EQUIPMENT A truck service building with a 2-story air- conditioned of£ice attached, Truck wash and service area heated only with radiant heat Electr+c water heater for office REVIEWED BY Numerais indicated in pareathesis are applirable code sedions of the BOCANafrona! Energy Conservation Code/1990 The pian review accomplished as indicated in this recad is IimiFed to those code sections specdically iderrtified harein. CORREGTION LIST No. DESCRIPTION Code Section Copyrig6t, 7980,BuilduFg QFficials and Code Administrators Intemational, lrta. Reproductions by any meaos is {xohibited ? 80CA' is the badetnark of Builting Offidats antl Code Administrators Intemational, Ina, antl is fegistered• in the U.S. Patent and Trademazk Offim. NOTE: in older thaC we might develop otherprograms aotl proufde addiGonaF services oi ? - benefit to the Code Administration professioq please ra-order addiEiorral eopiesof this form from: BkJtLDING OFFICIALS AND CODE ADMtNISTRATORS INTERNATIONAL, INC. 4051 W. FLOSSMOOR ROAD COllNTRY CLUB HRLS, GLL1N015 60478-5795 iiG, -1- l CORRECTION LIST Code No. D ESC R I PT ION Secti on -2- GENERAL INFORMATION BUILDING TYPE: Detached 1 or 2 family dwelling (E-301.2)` Other residential; three stories and less (E-301.2J Other buildings (E-301.3) Heated X NA NA X Cooled Partly Exception (E-100. i) SUBSTANTIATING DATA Calculations and supporting materials submitted (E-101.0) SOURCE OF DATA ASHRAE Handbook of Fundamentals (AppendixA) ASHRAE Energy Conservation in New Buildrng Design (Appendrx A) Others (idenlify) Trane Co. - CDS Trace 600 METHOD OF CONFORMANCE ENVELOPE COMPL{ANCE (E-301.0) Envelope component conformance (E-3012, E-301.3J X Overall envelope conformance (E-301.1.7) NA ALTERNATIVE SYSTEMS (ARicle 7) Performance alternative (E-700.1) NA Nondepletable sources NA Documentation NA Items in parenthesis are applicable sections of the 1990 BOCA Nationa! Energy Conservation Code. X NA -3- CODE REQUIREMENTS' Annual heating degree days 8382 Degrees north latitude 440 5 ` (Appendrx 8)" (Appendix B) ' Uoand 07'7Vvalues are maximums and Rvalues are minimums " Heating degree day values may he based on information in Appendix B, the ASHRAE Handbook Systems Volume, or data estab- lished based on reliable local weather data. RESIDENTIAL BUILDINGS; three stories and less (E-301.2) OTHER RESIDENTIAL ' ENVELOPE DETACHED THREE STORIES ASSEMBLY CFITERIA 1 AND 2 FAMILY AND LESS Walls? Heating and (Figure E-301.2.1a) cooling Uo Uo Roof/ceding2 Heating and (Table E-3072.2) cooling Uo Uo Floors over unheated spaces Heating and (Figure E-3072.3) cooling Uo Ua I Heated Heating and Slab on grade slab cooling R Uo (Figure E-3012.4) Unheated Heating and slab cooling R Uo 1, For locations with less than 500 heating degree days, there shall be no maximum Uo if the building is heated only and the maxi- mum Uo shall be 0 30 if the 6uilding is mechanically cooled. 2. Roof/ceiling assemblies in which the finished interior surface is essentially the underside of the roof deck, such as a cathedral ceil- ing, may have a Uo value ot 0.08 for any degree day area. OTHER BUILDINGS (E-301.3) ENVELOPE ASSEMBLY CRITERIA REQUIREMENT Walls 3 Stories and under Heating Uo 0.25 Cooling OTN 35.2 !i (Figures E-301.3.1 Over three stones Heating Uo and E-301.3.5) Cooling OTTV -- Roof/ceiling 7670.0495 -(figerr?E?B432j Subpart 2.B Heating and cooling Uo 0.045 Floors Over Unheated Spaces (Figure E-30i2.3) Heating and cooling Uo 0.04 Slab On Grade Heated slab Heating R -- (Frgure E-307.2.4) Unheated slab Heating R 10.0 -4- EXTERIOR ENVELOPE REQUIREMENTS (Article 3) Check supporting data for the following information on the envelope assemblies. WALLS Subassembly 1. Foundation wall above grade 2. Perimeter joist assembly 3. Masonry with styrofoam inserts (Korfil) to 14' AFG 4. Brick veneer 5. Windows 6. Doors (offices; overhead) 7. Opaque wall (includes the entire exterior wall above grade except doors and windows) 8. Overall Uo for the gross exterior wall Uo (actual) 0.150 shall be less than Uo (allowable) (#H above) - OR - % Glazing including doors (indicated as a%of the gross wall area) NA Uo (opaque wall) NA shall be less than (X7 above) llo Opaque (allowable) NA (Figures E-301.2 1b or E-307 2.1c) ROOF/CEILING Subassembly 1. Opaque roof/ceiling R-24 Insulation 2. Skylights 3. Scuttle 4. Other 5. Uo roof/ceiling Uo (actual) 0,041 shall be less than Uo (allowable) (H5 above) Cathedral ceilings: Uo actual _ Skylight exception: NA Service Bays gfAlke U Value NA NA NA NA 0.20 0.20 NA NA 0.54 NA 0.083 0.22 0.065 0.14 n isn 0.25 U val ue n,n4i NA NA 0. shall be less than 0.08. NA (E-30722, E-307 32, E-301.3.6) -5- FLOORS OVER UNHEATED SPACES Subassembiy 1. Uo floor (including framing and cavity areas) 2. Uo shall be less than Uo allowable U value NA NA SLAB ON GRADE FLOORS Insulation type Styrofoam = 2" R actual 10 shall be greater than A minimum Installation distance (24" min.) 48" (E307.2.4) 10 COOLING CRITERIA: WALLS 1. U value opaque wall 2. Equivalent temperature differential 3. Solar factor 4. Shading coefficient 5. Uvaluewindows 6. Temperature differential 7. Overall thermal transfer (OTTV) OTTV actual 20.11 shall be less than OTTV allowable (#7 above) Only Office 0.065 132 1.0 0.54 11° 20.11 (Fgure E-301 3.5) INFILTRATION (E-301.4) Windows: (maximum allowable 0.5 cfm/lineal foot of crack) Sliding and swinging residential doors: (maximum allowable 0.5 cfm/sq. ft. of door) Other doors: (maximum allowable 71 cfm/lineal ft. of crack) Caulking and sealants Shown Fixed - NA NA 4,4 (1.25 CFM/ft2 Door) qj2ecifiPd -6- WARM AIR HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND EQUIPMENT (Article 4) DESIGN CONDITIONS (E-401.1) 971112% (winter) -160F 21/2 (summer) 89 73 (Dry bulb) (Wet bulb) Cooling with outdoor air NA (E-4012) Mechanical ventilation control OK (E-401.3) DUCT INSULATION (E-403.0) 1" Fiberglas Temperature difference Insulation Rvalue CONTROLS (E-404.0) Temperature controls Humidity controls Temperature zoning 3.4 OK (E-404.2) NA (E-404.3) OK (E-404.4) Setback and shutoff OK (E-404.5) Simultaneous heating and cooing None Piping insulation required 1" (E-401.4) (E-405.1) EQUIPMENT PERFORMANCE REQUIREMENTS (E-402.0) SYSTEM EQUIPMENT (ELECTRIC) EER COP SYSTEM EQUIPMENT (HEAT OPERATED) COP SYSTEM COMPONENTS (ELECTRIC) COP HEAT PUMPS COP SUPPLEMENTARY HEATER COMBUSTION EFFICIENCY AIR TRANSPORT FACTOR Required 8.9 Zo (Table E-402.2a) NA (Table E-402.2a) NA (Table E-402.2b NA (Table E-402.3) NA (Table E-4024) (E-402.5) 80% (E-402.6) 0.8 W/CFM (E-402.7) -7- Shown 9.00 (TP1.V = 9.4) NA 81 0.73 W/CFM PLUMBING SYSTEMS (Art;cle 5) Water service pressure Fixture: Water closets and urinals 50 PSI (estimated - to Controls (E-501.1) be constructed) Complies (E-502.1) ('mmpl i ac (E-503.3, E-503.4) Complies with NAECA (E-503.1.1) Lavatories Otherfixtures Hot water supply system: Return circulation Insulation required Pump operation NA (E-502.2) Complies (E-502.3) Tank insulation Equipment efficiency NA (E-503.2) NA (E-503.2.1) NA (E-503.22) 98% (E-503.1) ELECTRICAL SYSTEMS (Article 6) System requirements (E-601.0) Lighting switching Separate metering (E-601.7) NA (E-601.2) ALTERNATIVE SYSTEMS (Article 7) Performance alternative NA (E-700.1) Nondepletable sources NA (E-700.1.1) Documentation: full year energy analysis comparison report submitted Standard design NA Alternative design -8- , 2rane Ait Condntnoning Economi<s ? Hy: ST OYGE, AOFF & ASSOCIATSS, INC. •?.........»....????.......w?.?? ..............::::.:???«u. .. . .?..«?i.?.?. • ..........????.....:....u............?....«.a???.??«??uw.::r?....:• •• T R A C E 6 0 0 A N A L Y S I S •' •• 6y ST. ONGE, AVFF fi ASSOCIAT55, IVC. " » ................?....«.«...........«..............?....u............... PENSKE TRUCK LFASING FACILITY EAC.A41. PIIT PENS[(E CCC 2ND RUN - qPSK-7039 T' r 1 ? / weather File Code: Location: La[ltude: 44.0 (deg) Longitude: 93.0 (deg) Time Zone: 6 elevation: 822 (ft) Harometric Preeeure: 29.0 (in. Hg) Sumnet Clearneae Number: 0.90 Wintez clearneae Number: 0.90 S?r Design Dry Hulb: 89 (F) Sumner Design wet Bu16: 73 (F) Winter Deeign Ory Bulb: -16 (F) Suimner Grountl Relec[ance: 0.20 Winter Gtound Releccance: 0.20 Air Density O.OO39 (Lbm/cuFt) Air Specific Heat: 0.2494 (Btu/lbm/e) Deneity-Specific xeat Pzod: 1.0803 (e[u-mm./hr/wft/F) Lat<nt Hea[ Factot: 4,755.2 (H[u-min./nr/wft) Snthalpy Pactos: 4.4193 (Lh-min./hr/cufU Deeign SimulaLion Pe[iod: Apnl To November Syetem Simulatiort Period: January To Decembet Cooling Load Methodology: T6T0/Lambda-Del[a Factore 1 V 60 PAGE 1 Time/Da[e Program was Run: 9:41: 0 4/18/97 Dataeet Name: PSK7039A TN . TrAne Air Contlitioning Economacs ? By: SL ONGE, .2L'FF 6 ASSOCIATES, INC. AS*'^AE 90 ANALYSIS - ALTERNATIVE 1 S . ZONE VNITS "---"--- A S H R A E 9 0 A Pf A L Y S T_ S"-"---'--'-'--" Ovetall Roof U-Value = 0.045 (BCu/Hr/Sq ?t/F) Overall wall U-Va1ue = 0.150 lHCa/Hr/Sq Ft/F) Overall eullding U-Value = 0.093 (Btu/Hr/Sq FC/F) Roof Overall Thezmal Transfer Value (0'CTVi) = 2.63 (Btu/Hr/Sq FC) Wall Overall Thesmal TransEex' Value (OCTVw) - 20.11 (Btu/Hr/Sq Ft) V 600 PAGE 15 Minnesota Energy Code Lighting Standerds PERFORMANCE PROCEDURE Sheet 1 Inlerior LlghUng Power Allowence (ILPA) lof 3 neme: - F Btreal as ata 77 eon campetlng fam ?9NN ?uNKN64SE?t i No. Af681flC11Vlly Cat6gOry nde ELE-TRIc-AL vFSrG?,?ER-- • Power Allowance p°°i^ CeUInY Ihd1 Powar Area (aq tl) HeIpM (tl) oomiq (wroq n) ¦ 1W AF caic.1 1CH1 IUPDI cp"a?r 5?; 6tiGt,E, RUFF '• Fba /uea Area Lighling Power (sq N) x Fector Budgel (wa118) lAI (AF) vLPB ?(UPD ¦ A.nF) ?° C e R ?R 1 D D[t ? D.bl X S? 17 8' , g x $S. 2- ¦ ?b aFF cJE 22.444.7S 8 1.3 a ¢75' ¦ oL Go (l po g.5xs,33 ? .g x 4'513 a ti3 c61L Ri P?(+- lv g.? •g , m3.to „ 1,45 ? 143.4 04 tb?Le ln.5x(o.ll g .S . °.i . 1•8 ? 3?. d5 o F??E I?X9.S g 1,3_.. . Ibg.S „ ?.S = 2a3,8 rofa cb o RCTiviTY-oFF C£Eck, is.75xfz Z. , 225- x 1125 = b dl oFF1 e-E 12 x Ib 1,3 x !to . 1,45 = 226,Z IoB oF 1?? 2R.17x1¢S $ 1,3 , 25.5 x !lfs =(035, 8 In? LlN LI STc` D (a h2 g . Z , 12 x io I.a. EA l?r?. zb.sk??.33 g .(v . 300,2 X ?,tz = 2r9.7 lll 4N? T? ?,?x2 S .Z x 4.64 . 1,8 = 1.7 I1L W ILoc 6 x 4 $' .S x 2`f' ¦ l, g _ 2 l. G 113 NEGT'INLA ILM. 2S.-'sxl3 8 11 . 328.25 x I..Z = SI'Z•I 4 ELEL. C-QuiP.- C6NTfi-nl b5x4.15 10 1.5- x 27.6 , 1,8 a 7Y.5 Unlisted• s ace 0.2 . - ILPA = Tolal of LPBs: 3529'• G w, •• . mn. uept. w ruda semce em XI Minnesota Energy Code Lighting Standards PERFORMANCE PROCEDURE Sheet 1 Inlerbr LlghUng Power Allowence (ILPA) JOb name: awt Addiess . "L 6P S NSKc-: PS(?-7o3 EAcaAn( ? !yN 8512/17 Pereon C?nY T°+4?f4NKHbySEtt nE?E?TiycAL q&St?,N?R Sl. M/GE, ??ll'F Araa No. Area/aclivity calegory o F c. c SHap ., srb(?A ?-lC LEC-. SEILVIC-E *'-oRR100R mNER`f INE f5u L KY ?. -LeNTf%bL 'Fi Nc ?E PA1C4 Zoz b F ! z- E 203 oFF?C'e 1,64 oFFIcE ?S a?Fi?E ?a, oFFi? ? I MN. Depl. ot Puhqa 8eMcs Wg? p°°m aea (w 0) 1« AF calc.) CelWq Heiem (a) (CM) Unk Power oMunr (Wroa n? JUPD) ? 1,3 88.G1 x6`l75 2`?' 2. JC I49.1fx?t 10 *•`l 2r X It !o .3 Ib x IZ Io I.S I4.58x $ p , q g 8,G7X tz 2?- .9 11xq,33 10 .$ Il??xll.¢3 g !?3 4,a3X4A$ 8 .z xl2.ts 157 ' I? 3 24.7x B$5 I 3 If.g3 x l? ? 3 fl,gy x l0 8 I. 3 9.s8hll .93 $ I . ? Fb°'1Uea Area LighlingPower (W n1 x Facta v 6udgat Iwansl (A) (Af) LP8 .(UPD x A uIF) 2D?S x l.b = 1??. 1 ?IB4.l . I, Icp 2D1 ? 1,46 = 264,1 Zst x 117- . r,f(o = 42?.s I I6.6 IqSo.`I . r,4Z ? 22rS,? II ¦ +1 $ _ .3 = If 1 G • 1. C 19,1 . I, 8 = 7.1 IS3,-75 x 1,3 - a 310, S T&s,7P . I1 1s H8.3 . l, ?? a 2 24•S 118,3 ¦ , f6 ? 2 L , 5 03.3 . l• 46 F 21 x - ILPA = Total of LPBs: 2320$, Z w,„ XI Minnesota Energy Code Lighting Standerds PERFORMANCE PROCEDURE Sheet 1 Inlerlor Llghtlng Power Allowence (ILPA) Job na m: 3 °r S ? I rENS Kc SK - 7*39 SU"l eft ??? , ?Y^l .ia 5 2 97 P«wn corp.mq rmm T"Hhl RAJKN«1.SF/L ELEC-714(At- DESIGNER too"ary s? °/`ICaE Ki.}rF' ? Inte rior Powe r Allowance ¦. Araa No. Are9lecUvlty caleBaY Hoom Area (sq tl) CeIWq Heflpq pq Unq Power WMIM (W/e9 n) ¦ fbw Area (W b) ¦ Area Fscta Llghling Power Budgel (wans) ???) I? (UPD) 1,3 . A) 3s4,? . (AF) LPB .(UPO x A aAF) (,l8 = 544 f Z? W?fCil`Q6, 1 F3j x3,50 ? ?J ll 11 lI , 113 a 1.' 2d7 rorLEr ,.91X6. t g ,5 . so.B . Lg - 45 7 2f° Talt-ET g x 6.S ?' S . SZ . lig - . 6 $ 211 C6HrlaN Att dV- bFFl1-F EQ, ltx7S S/ 2.1 x I° , 101? - • 02•1 aia oF lcE 1.3 ¦ 11-5, . li4'2 ? 212 3 -ti3 oFFI Io 8 1,3 x Izo . l, to . ? 218,'j- 114 oF??L& ?2xc{.c$ $ (.3 ¦ I?b.Z . I??z - 2??.S z?s tit,F?. EQc?ll°.-caNr,??. ?r-t, gS,61n q? fl.' I,s . I2t1.t . 1,14- = 2?z2.g 5T i gr o E -rmFrr.C- 2$,15 x`f g •40 x it s x l s, _ t S?R T' fL ? tv? TMFFle- 21.15xqe 8 (D , T?.7 . 1,7 qo S srGrt e-T v6 R FFte- E.sgx3.2 8 ln . Ca. j- . I, $ . 2 ( ri 215 GoRIIIDoR 31.2SX , 45 8 t0.? . l•f" , o = 197.5- ¦ x ? . ¦ x o Unlisted s ace Q 2 - X , . m _ ILPA = Tolal of LPBs: *37 f w, MN. Oeot. of puh0o BaMea oma -? . TarFtL oF 3 = 308l07.2 xi Minnesota Energy Code Lighting Standards PERFORMANCE PROCEDURE Sheet 2 Conneded Ughling Power.(CLP) and Adjusted Lighling Power (ALP) I oF 3 P?NSK? pSK-7o3°I te ress: ?A?a?l MtJ a?e: /Z 5l / 1.1 7 Peraan cmplaUnp tam: 3oNa ?u?y?cHaUSEtL • - • • rFixture description pndudup Oallasl d lamp) ' • - Number o1 iizwres (n M ' waus per nxaue W? T {tla: ELEGTh???L DGSILiNER Lightinig Power Co use auy wn Conneded COfltfOl na. pawm Type CLP o.s,=dccuP,p?&Y 36 so cw„pany.. '5T. 6NGE,?yFF ? R55??-• ntrol Credits (LPCC) ? • en apqicawe Power LPCC Adjusted Lighlin Adj. Factor Power (ALP) N PAF NxWxPAF CLP - LPCC T?PE P sFe. x 61 F 1 T? o FIXr??c . a Sr(o o,s. 3 Ib6.8 389,z Sc.H. t7ULE Z . 34 = 68 oN/vF (,8 ?oy T E R ? 4,4AE I ¦ 4 1 41 O 5 1 . 3 ?g•3 2,7 IDq T E T ( . ll > l , z 21,3 49.7 Ies T{PE C- 2 . IlZ a 12A O.S. 2 13 67.2 S' ? 6. $ IMo F o 4 . 9s ? 386 o.s. 4 .? II 266 ? TqPF G Z . IIZ = 22¢ o,s. 2 .s 67,z 156.8' pE O . 95 a 7?o 0,5. 8 13 Zz8 532 -t P? - o . o TYPES ,, L 27 I G 5, orr/aF? ' s 76,t I$ uk 1'YPE - o . - o ati T Pt; S I . 71 = 1 0.5. ? . 3 21.3 q} j-yrr 0 5 . 95 a 475 as. S ,3 Z,S 332.5 1 T P& D i . bl a(o O.S. I .3 11.3 Z.1 115 1 TYP6 D ? . (01 . 6? 0,5• ? , 3 !8.1 4L,1 Ub T E IN- 20 x 4bo 9200 oN /oFF 92? To tal ALP: . ? .• . •. . .. Total ILPA from Sheet 1: 5EE SNEEt 3 MN. Depl. W Pub9c Servicb B/94 XII M(nnesota Energy Code Lighting Standards PERFORMANCE PROCEDURE Sheet 2 Connected UghUnA Power (CLPI and Adiusted Liahtina Pnwer fAI P? ENSKE - - p5K-A • e ress: A?a?rJ MN L. ?? J ete: Sl Z lY7 Petean cmipeWip lorm: S?Ha ?l1NlGHaUSE(L T ltla: ?:, ELEGT(41cf'cL pE51?lER ST. 6NGE , 9yr-F ? ?SSo?-• ' ' • • ? ' • ' ' Lightinig Power Control Crediis (LPCC) ? - re Fixture descriplion Numoar ol wans per connectea COnifol use oM? wn? e?i?ae 11 oi arwres Power LPCC Adjusted Lightin s pncludinp baUast 6 Wmp? IlKturea hxlure Ilp. powar Type w/conuda Adj. Faclor PoWer (ALP) n x W (CLP QS.° b?4 G SEIlSoR N PAF NxWzFAF CLP - LPCC 117 Yr Z ¦ (ol = l22 0,5. ua r e Fv . ? !3 o.s, z 13 s. 28. 119 VF 5c.f1EV4fk Z . fo 121 o.s. 2 . 3 %. ? s; g- ta TYf'E y iNu.uvED 2 . 6 = I1z 0.?. 2 ,3 36,.6 gS*, g iq y E ro . 46o a 460 uv /oFF 60 0 ?tt PF 17 I . 61 . bi oN/oFF (p ( 7YPE G 2 . 112 e 2z4 0.5. Z (07.2 /S"b 8 rYvE ? I . I l oN /op , (7 ,6" rYPE o 4 . 95 a 380 .3 14 266 ys3 IY b o 7 ¦ 95 .44s ?? 5• .3 9 465,5 b, P& c Z z 112 . 224 0.5. Z . 3 67, z 1 S6 .? Tokv G 2 . llt .?.z4 40.5, z .3 61.2 IS6 8 tYPE c 2 o.s. Z .3 67Z 156.8 ? TYPs o 4 . 95 = 3fs° o.S .3 119- 2b6 ? rYPE v ? . ?n a?P 2, Pv T . ?I = ll 0.5. ? 3 3 ? 10 T'i'PE T ? x ? f ='1 l .6. 3 Zl. 49, 7 To tal ALP: 68 Zq, I Total ILPA from Sheet 1: 5EE St{Eer3 MN f]wm N P. dJ4? fS.Mrs ofo? K41I ?l Minnesota Energy Code Lighting Standards PERFORMANCE PROCEDURE Sheet 2 Connecled Lighlinp Power.(CLP) and Adjusled Lighling Power (ALP) ZoF2 no: P?vSKE Peraan cm?padrq Mrm: 3oNa ?ilh?KNa45E[L ? ' ? ? (a Fixlure descripUon N (indutllnpballas161emp) SK'7o3°? ? ' • - ' Number oi waus per uawes a.twe (n ¦ W T e ea: eie: ?A,??nl MN S ?2-?q7 lpe: ComPenY:• ??tiGTh??pcL DCSILiNER 15T. 6NGE ? RyFF Lightinig Power Control Credits (LPCC) • ? U6B anly when appllcablB connecied COntrol ? d ux?ures Power LPCC Adjusled Llghlin ue.?W?, _ Type wrconuas Adj.Faclor Powar (ALP) CLP 0.6.?oGCy A ENSoR N PAF NxWxPAF CLP • LPCC I pE a 5e45 2 x S a 11a o.s, z 13 5' / 20- T E G FrxrdaE Z . 11L . 22¢ a.5. Z .3 6,2 1$6. 8 t13 YPE c- 56HEv4cG Z z It a 224 0.5, 2 .3 67.2 S6 8 i'A TYPE G IKu,JvEV 2 /Iz a 22 O.S. 2 6T,2 Sro.B rE S 3 . I 3 °N /6F Z 13 ? TYpE 5 . I - 3?5 oN aF 3a5- S 1'`tPE3 _o . °= . 23l wN/o F 237 s Ye 7 Type p 3 I , . ?o a z 3 a 41 oN/oF'F o+'r/oFP 2f3 61 % a K M % ¦ • OT ixrL sHECr I 8 .? " T°l"Al. NEEI' L (0829. x ° T&TAL KeEr3 I6 Z. 6R = To tal ALP: Z0a46, l l . . . . .. 61 P Total ILPA from Sheet 1: .?. wp. Ow r. av,vwe ww Xii Minnesota Energy Code Uphting Standards EXTERIOR LIGHTING POWER ALLOWANCE (ELPA) (?NsKe fsK-7d31 ?? E-AUAN,NnI 1 s/2/q7 S°HN F,4NK a45E ,ft ,ELC-C-rA/C.4rL. dE516;hl E(Z Exterioi • • •ovver Allowance 'A Connected • . Power ¦ Am a IlnRPawr Nunbrd WYdpsr Exterior area desctiptlon rvn ¦ o..ft • ELPn Fixture description roau. . Am.. . aP D @wkdM bdrt a ENTRRNc-E -1+11tN C-ANaP 4'6F L¦ Nl '' . 1$0 TyrE 2 2 2 ¦ 0 . c ENrRftNLE - no c-AribiPY 12 .. 'JsuA - f00 YP 16 ¦ &4c> . 4l0 ? FXI T- 12 T x 25LIn. . 306 E 5 12 , (ol$ . $ ? ao E NTRAN« -I.6AvING v06(c5 11IFT, . Plv4.ft . 2240 TYPE T I ¦ 65 . 4 S 641LDINU•ExTE14oR ALADE I q$FT .0xhorL . 24$7 TYPE U 8 x 6° • 368° PFWATE P414,14IrvL, Ler I1921o ..ILw . 215121 4 , . x • x . • ' ¦ . • ' x • x • x • x . Y ? ¦ ` ¦ . • • N ? Y ? X • • ' z . x ' x . x • „ . x ' ¦ . Total ELPA: Z7o7`J,Q . ?. To tal CLP: 17T-?5 MPI.Oapl M PI000 SUYb dY4 ix LIGNTING FIXTURE SCHEDULE DESIG. STYLE & TYPE VOLT WATTS PER FIXTURE MOUNTING LOCATION - REMARKS HIGH-BAY INDUSTRIAL, CEILING- SERVICE BAYS - PROVIDE QUARTZ A 400W. METAL HALIDE, Zpg 460 pENDANT STANDBY SYSTEM WHERE SHOWN. OPEN REFLECTOR QUAD - TAP BALLAST. WALL PACK, WEATHER- WALL- WASH BAY - OUAD - B PROOF, 400W, METAL Zpg 460 SURFACE TAP BALLAST ON WASH BAY HALIDE RECESSED FLUORESCENT RECESSED IN OFFICE C 2'x4'. 4- T8 lAMPS, 120 112 ACOUSTICAL pRISMATIC ACRYLIC LENS ELECTRONIC BALLAST T-GRID CEIUNG INDUSTRIAL FLUORESCENT SURFACE- PARTS RM., EQUIP. & STOR. p 4', 2- T8 LAMPS, 107 120 61 CEILING PRISMATIC ACRYLIC I.ENS UP-LIGHT, ELECTRONIC BALLAST MEfAL HOUSING, 2 UNIT MOUNTED EMERGENCY LIGNTING WALL- LqMPS HEADS AND REMOTES AS E UNI7, INCANDESCENT, 120 36 SURFACE INDICATED. BATTERY WATTAGE AS 12V DC BATTERY REQUIRED PER CONNECTED LOAO. EMERGENCY REMOTE EXTERIOR LAMPS SHALI HAVE BROWN p 12VDC, INCANDES- HEAD 12 9 WATTS WALL- HOUSING OR COLOR TO MATCH WALL , CENT, SEALED BEAM AT 12V DC SURFACE SURFACE FLAT FRESNAL GLASS LENS, WHITE RECESSED DOWNLIGHT, RECESSED IN FINISH, WEATHERPROOF GASKETING, G 12" SQUARE APERTURE, 120 210 CqNOPY HUBBELL LS616 OR EOUAL. 175W, METAL HALIDE CONTROLLED BY A PHOTOCELL DIV. 1 EXPLOSION CIASS 1 SERVICE PIT ALCOVE H , PROOF FLUORESCENT 120 95 SURFACE APPLETON EFU - ARS SERIES COLD bVEATHER (9) BALLAST 2-4FT. 40W, T12 LAMPS RECESSED FLUORESCENT RECESSED IN STAIRS CORRIDOR J 2'x2', 2- T8 LAMPS, 120 71 ACOUSTICAL GRID CEILING T , PRISMATIC ACRYLIC LENS ELECTRONIC BALLAST - INDUSTRIAL FLUORESCENT SURFACE- K gFT, 2-4FT TS LAMPS, 107 120 61 CEILING STORAGE, 213 UP-LIGHT, ELECTRONIC BALLAST RECESSED FLUORESCENT, RECESSED IN SHOWER & CLOSETS, HPF BALLAST, 100RW L 13 WATT DTT LAMP 120 17 ACOUSTICAL , HUBBELL FMX13-iHP-131 SH , 7' OIA., W/PLASTIC LENS T-GRID CEILING RATED FOR WET LOCATION ENCLOSED & GASKETED INDUSTRIAL FLUORESCENT 61 SURFACE- yyASH EQUIPMENT ROOM M 4FT Z LqMpS 120 CEILING T8 LAMPS. ELECTRONIC BAlL4ST WALL PACK, WEATHER- yyqLL_ INTEGRAL PHOTOCELL N PROOF, 400W METAL Zpg 460 SURFACE HALIDE LAMP RECESSED FLUORESCENT RECESSED IN OFFICES p 2'x4'. 3- TS LAMPS, 120 95 ACOUSTICAL pRISMATIC ACRYLIC LENS 1 ELECTRONIC BALLAST T-GRID CEILING RECESSED FLUORESCENT, RECESSED IN VESTIBULE. HPF BALL4ST, (INCLUDES UPPER REFIECTOR) P 2-13 WATT DTT IAMP, " 120 34 ALUMINUM LF6 2/13DTT-120 WITH F6L4 TRIM DIA., RECESSED FRESNAL 6 SOFFIT (OR EOUAL) GLASS LENS WITN WHITE SPLAY RECESSED FLUORESCENT RECESSED iN TOILETS, STAIRS LUNCH R 2'x4', 2- T8 LAMPS, 120 61 ACOUSTICAL , PRISMATIC ACRYUC LENS ELECTRONIC BALLAST T-GRID CEILING SITE LIGHTING FIXTURES. POLE gY OTHERS S 600W HIGH PRESSURE 208 675 MOUNTED SODIUM SITE LIGHTING FIXTURES. POLE gy OTHERS T 400W HIGH PRESSURE 208 465 MOUNTED SODIUM u CANOPY LIGHTING FIXTURE 120 460 SURFACE BY OTHERS , 400W METAL HALIDE MOUNTED 7 J 19 103 STATE FIRE MARSHAL DIVISION ??? File No. : 444 CEDAR STREET M.P.C.A. Certif. No.: SUITE 745, TOWN SOUARE Proposed Date of Install. : ST. PAUL, MN 55101-5145 °?2a?$ Date of Prelim. Approval : PHONE: 612/215-0500 TDD:672/282-6555 STATE OF MINNESOTA DEPARTMENT OF PUBLIC SAFETY September 18, 1997 Pump & Meter Service Inc 11303 Excelsior Slvd Hopkins, NIN 55343 Joe Radermacher (612)933-4800 RE: Penske Truck Leasing, Aldrin.;,Drive, , Eagan, NAI. , Installation of one approved 20,000 gallon underground tank for diesel fuel and installation of one 12,000 ga1,;1'on underground tank for gasoline. Subject to attached notes and local approval. To Whom it may concern: 97377 09/il/1997 09/16/1997 The plans for the above installation have been reviewed pursuant to Minnesota Statutes, 1984, Chapter 299F.19. Preliminary approval is given for the aforementioned project subject to compliance with the provisions of Minnesota Statutes, State Fire Marshal Regulations, and local ordinances and permits. Construction shall be in conformance with Article 79, Flammable and Combustible Liquids, contained in Minnesota Uniform Fire Code (1991 edition as amended). Final approval will be given following an inspection of the facility by either your area local fire authority or Deputy State Fire Marshal. Approval of the project described in this letter does not relieve the applicant of responsibility to other Federal, State or local aaencies rec7ardina adherence to zegulzticns or the need to obtain necessary approval_ Questions concerning this project should be addressed in writing to our office for a formal response. Please refer to the file number listed above in all future correspondence concerning this project. Yours very truly, '?'homas R_ Brace, State Fire Marshal , Cary Smith Deputy State Fire Marshal - Code Specialist CSt AN EQUALOPPORTUNITY EMPLOYER e t i- i - ?ggZ ??081 _ ' _ 85 ?82/= 893 O i 10' Oversize 13' Oversize , a 885 886'4 691 1893 ? ? O 886 O O C r ? C 890 ?888 i f I I$93 ? { 0892 0891 O ? I ? r c 894 c 893 ? ? { ( ! O 893 G 890 C$93 C886 p ? 0 883 '- - - - - ? - - - , - - - 10' Oversize Denotes approximarz excavation limits ? O Denotes approximate bottom of excavation elevation I inT I oarc I SHE"T N y Excavation Observations oR.w„ sr:iMg ; I BRAU Penske Truck Leasing Facility APp'0 B7: IoF INTERTEC 965 Aldrin Drive ,os No. Rnnx-Q7-i;nC I I DWG .NO_ SG? I 30 + FIGURE# ' Eagan, Minnesota _ 2 • ? .?- BRAu N" INTERTEC Repart Number: ? Project Name: ? Project Address: gL Client: ?j W eath er: Special Inspector Daily Report Page I_ of ciry of Z=-#6x?v Date of This Report: Project No.: 9 7-r7pC If i I}-???- Tcpe of Inspeccion: Inspection Coveraee: k ntinuous ? ?tasonry riodic ? Weldin; ? Bolting Did the architect or engineer authorize changes to c Description and location of work completed:([?,? .4-1 . &-! TdoE F-2 - St?P ?rLli Client Project No.: Temperature: Qp? L? Rebaz Placement ? Foundations ? Concrete Placement ? Fireproofing ? Tendon Placement ? Other ved olans? Yes (Listed Below) No ? 4?i'3 7162& S4bf PW'/,Wh 76 5=?(o Y 4?9`? w?qo Y fA- 2wr w?/o '? (o -? pmi34zNa?J51 - ?ta Cx-I ?A-(p - T?p2 r'Z L??X?'Xl'do uw/ `1_#8 x??-f? ? 1-*8 X 6cy 1?-LY3Z w 8- g F ? p-I GI r-? D-4* C-G TypE F-3/ -4 0 x,1'-(o 441-x3t-( .:t 44SxL'4, D[?r /ZXZ¢ w' ?-?? ?6r?• list roats pertormed: V LJ E?? i.? '?'? C #( • Are there any discrepancies noted from this day's observations? Yes ? No ? • Arz there any outstandin; discrepancies on this project? Yes ? No ? • If yes, see attached Summary Sheet. To the best uf our knowledge, work inspected was done in accordance wich the approved plans, specifications and appli • e w kman ' vons of the UBC, except as noted above. Si;n ? Da[e: 6/ G9 2-7 Print u Name: ? }?4MK J t2E}1?L .Yan'??I?SU?J I.D. Yumber: 4;,q72 ? rlvhue mpy to Braun lnrertec file. Blue copy ro Gertera! Corttractor.) i?,?,?p«?reP 4 Uu,vs , -- ' Bemle Stroh, P-£. Aug. 19, 1997 From: Hernie Stroh, P.E. Re: Penske Memo: Revised piers as required for wind post changes. at grids A3,G3,A1 & G7. See att.ached sketches. Note orientation of columns and piers with respect to grids. Consultimg SUuctural Engineers 8121341-9372 • 612l339-4783 Fes a STROHENGINEERING 331 2nd Avenue North Minneapolis, Minnesota Attn: Mike (Stah1 Constructicn) 55402 08/20/97 13:54 TX/RX N0.2314 P.001 ? •. W - P 11 Iln.l - - - • H.N ?--b , ,•.?- as'i 8„ 3y. ` 4 ? ? ,zy-- -- -; - a - ---- ;_ -. IEDj? ?E? ?? x I ?qsoux,. . . i I I , I THESE GS., & PIER NOTE: REV AD REMAIN ??{F,? REINFORCIJSEDPIERS 8E 1'HE SAM wpuK ATTACH6D ETAILS. . ? ? THESE FTCS. FOOTINCS 110 NO CHANGE' & PIERS AEMPI Ni' ? ? I ns is ? ? = CON RACTOR NOT ? ? I, THI PLAN IS D WN 11P5 DE DOWN FR ? q 4 Y' ?? I I THE?WAY Tli? ST CTUAAL AND,ARCHITE L ? LA S ARE DRANt? ! ! ? . ? , ?C ? ? ?as•vK M16(m) am ? i 44A ? 40° 34r R ? Q a iR e: Uis ?4?''?o G0 m?' REGISTERED ?y ; PROfESS10NAL i EN61NEEft ::? e!?':, 14269 p 5 ?I O 3 NOTE: CENTER FOOTING ON MAIN COLUMN LZNE . !J•.?a pe.r , ?.... ? ? i ? &? : k\*l S & of : N ? ,(10)#6 VERTICAL BARS Hl40iGED I*ITO FOOTINGS WITH (3) SE?'S OF #3 TIES @ 12" O.C. 08/20/97 13:54 TX/RX N0.2314 P.003 0 ?REGISTEREO ; PROFESSIONAL '. ENGINEER i:'•. 14269 Z aF M1iv? NOTE: CENTERLINE OF FOOTING I ON TIIIS COLLTMN. USE SAME f I RESNF. FOR THIS PIER AS FOR AEYISED PIERS OH I CRID 3 _ i 4' I ? 46 0 ?-- ? . ? -w? ? .4 g~ 8 ~ ? ? ? N 08/20/97 13:54 TX/RX N0.2319 P.004 0 BRAuN,. INTERTEC Report Number: Project Name: Project Address: Cliznt: Weather: Date of This Report: 9--1147 Project No.: /S'OG Client Project No.: Temperature: 590 Tvpe of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Aebaz Placement ? Foundations Periodic ? Welding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or engineer authorize chanoes to citv a roved lans? Yes ?(Listed Below) No ? Description and location of work completed: ? Lisc tzsts performed • Arz [here any discrepancies noted trom this day's observations? Yes ? No LK • Are [here any outstanding discrepancies on this project? Y2s ? `+o E?? • If yes. see attached Summary Sheet. Tu [he beu of our knowledge, work inspected was done in accordance with thz approved plans, specifications and applic workmanship prov's ns of the liB zxc=pt as noted above. S i; ` Date: Prm I Vame: C"S Ai?Lh`eL.- I.D. Number: 109?Z? _ (tv'hur cnpv tn Br¢urt /nrenecfife. Blue copy rn Genera! Contractor.) Special Inspector Daily Report Page --L,_ of ? City of ?uG,v? Immpeainep 4 1i25,95 B RAU N V Special Inspector Dail y Report Page ? of Z INTERTEC C,riof Report Numbzr: ? S Date of This Report: Project Name: ?py?5?Q Project No.: -P ?aAA Projec[ Address: 1? (o , Clienc Client Projecr-?o.: Wzathzr: f ` Temperarure: r?` Type of Inspection: Inspection Covzrage: ? ? ? ,? Placement L7 Foundations R b Masonrv Cnnunuous E]'?Periodic ? Welding ? az e Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the arehi[ect or 2n ineer authorize changes to citv a roved lans? Yes ?(Listed Below) No ? ! n Description and location oi work completed: / `";? UD , ? 5?f6`nn r 4-0 c( ??? ? J ,;7?CC2D l 44 (_Ylg 7? S? l!l i?;` QA`tC?k a. `c2) -CJO LZ uK'6Yv1 [ GlG'??? Gv A II .6?'if ?'t'I r' ( ' fo Z ?eccsM L-e (t Mo??t w ,?-4 C6y?Gr-e 4c a7r Y,e p(ac.a w, 7? ?t 28 6/6 t?-?YGi 7Y ?C(?'T C?-c?" ,J , J List [tsts parformed: r???'? G' J?2y ?f5?< ?li<_ i %"t U lvcrc v • Are there any discrepancies noted hom this day"s observations' Yes ? No ? • Are chere any oucstandin; discrepancies on chis project? Yzs ? `+o Td--? • If yes, see attached Summazy Sheet. Tu ehe besc of our knowledge, work inspecczd was done in accordance wich che approved plans, specifications and applicablt workmanship provisions of the UBC. zxcep[ as noted above. Si;ned: Da[e: Princ Full Name: Numbec: O?C?B ltYhire enpc ro Braun lnrenecffe 8lue copy m General Conrracror.) Inuop«imo.1 Ii25195 eRAuN" INTERTEC Special Inspector Daily Report Page cscy of Z of Z Report Number. r. 3 p 6,?i? Date of This Report: Project Name: {?Mt)4 ?VGI4V?'- Fp?.ILI"CY Pioject No.: ?' cnX97-!Sa L Project Address: -?QGCn/\ , MV\ Clienr. Client PrZ5ject No.: WZ3[}72t: ?G?(?.'??./ ???.VC'? I""JL•.??P( Tzmperature: ?Co I Type oF Inspaction: Inspzction Coverage: ? Con[inuous ? Maconrv ErRzbaz Placement ? Foundations ? Periodic ? Welding ? Concrete Placement ? Fireproofing ? Bolting ? Tendon Placement ? Other Did the archi[ect or en ineer authorize changes to cit a roved lans? Yes ?(I.isted Below) No ? Description and location of work completed: -e?_a LZ I?) S'T? wa l( s IV\ -? D -fa (s ? wa. s -- ? ?'DS?ve? as -( Il?s Lo " r2° LV-e, "'4 ? I?;Z) ??y-e- List [zsts perfurmad: • Are Lhere any disc:epancies noted trom this day's observations? Yes ? Yo E • Arz there any ouutanding discrepancies on [his project? Yzs ? No • If yes, sze attached Summary Sheec. Tu che besc of uur knowledge, work inspec[ed was done in accordance widh the approved plans, specifications and applicabl? workmanshjp provisions ot the UBC, zxcept as noted above. - , ql Si;nrAi: Datz: 7??3? Prmt Full Vame: (' 0??'?'i4M I.D. Number: ?en ?White cnpy ro Braurt lnrenec file. 8lue copy ro (5eneral Conrracror.) S Inm?pee?nao 4 U?S/YS BRAu N,. INTERTEC Report Number: Project Name: Project Address: Client: Wzacher: Special Inspector Daily Report Page ? of City of ?? h ? . Date of 'Ihis Report: /3 97 _ ?izr?f[ 4yt,'k-I lcoziProject No.: Qj/fk ? -7-/SdG 96s 101la/1; Client Project No.: Temperature: 2S' Type ut [nspzction: Inspection Covera;e: ? Continuous ? Masonry ? Rzbar Placement ? Foundations ? Periodic ? We(ding ? Concre[e Placement ? Fireproofing ? Bolting ? Tzndon Placemen[ ? Other Did the architect or en ineer authorize changes ro citv a roved lans? Yes ?(I.isted Below) No ? Dzscription and location of work comple[ed: fi$a.r- P)aun"Hi Q?, ? S - ?3? Iz" D.c• E.W. List [e5cs pzrfurmed: Lont/e4 -re;s • Aro there any discrepancies noted from this day's observations? Yzs ? Yo ? • ,4re [here any outstanding discrepancies on this project? Yes ? vo ? • (f yes, see attached Summuy Sheet. Tu che best of uur knowledge, work inspected was done in acmrdance with the approved pians, specifications and applicabla workmanship pr ' ns uf the UBC, txcept u noted above. Si;nr,d: Date: Print Full Name: I.D. Number: /3Tg (Whue cnpv ro Braun lnrenec f:le. Blue copp m Genera! ConrracrorJ v.u. ap«insp 4 I%25,9> BRAuN,. INTERTEC Report of Field Compaction Tests Date: July 10, 1997 Project: BODX-97-150C Report: i Client: Mr. Larry Hanson Penske Truck Leasing 32600 Dequindre Road Project Description: Constructian Tzstin, Szrvices Penske Truck Leasin; Facility Aldrin Drive Fnn 11.finnacnia WAliCll, est lVll YOV> ate L'iVVL ype Soil ID and Classification Optimum Ntouture' (%) --0 hfax. Lab DryDensity' (Std.Proc.) (pc? -'+' Inplace Moisture (°h) Inpiace Dry Density (pcf) Relalive Compaction ( p) SpeciFed hlinimum CompacG (%) i omments 1 7/1197 N P-1: SM 81h 129 la 129 100 100 A 1A 7/1/97 N P-1: SM 81h 129 g 130 101 100 A 2 711/97 N P-1: SM 81h 129 ' 8 129 100 100 A 3 7/1/97 N P-1: SM 81k 129 6 131 102 100 A 4 7/1/97 N P-1: Sm 8'/2 129 12 121 94 100 B 5 711/97 N P-1: SM 8'h 129 11 122 95 95 A 6 7/1/97 N P-1: Stif 8'k 129 11 125 97 100 B Key: N = Nucleaz, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specifications. B= Test resulu do not comply with specifications. Test Test Location Elevation 1 10'S, 5'E of NW building corner 883 lA Rztest of 1 883 885 2 5'S, 20'E of YW buildin corner 3 5'S, 15'E of NW buildin corner 887 4 50'N, 50'W of NW corner, azkin lot 893 5 5'S, 20'E of NW building comec 889 6 100'N, 100'W of iNW corner, azking lot 893 Elevation Reference: c: Mr. Bill Diem; $tahl Construction Mr. Ioe Voels; City of Ea;an Braun Intertec M. Samueison bfanagec 97150c\cu.l L B RAUN" INTERTEC Report of Field Compaction Tests Date: luly 21, 1997 Project: BODX-97-150C Report: 2 Client: Mr. Larry Hanson Penske Truck Le3cing 32600 Dequindre Road Project Description: Construction Testing Services Pensk2 Truck Leasin, Facility Aldrin Drive IInn \Ainnaenia YYa11c1I, est lvLl ?uV7 ate 1-.vvc ype Soil ID and ClassiFcation Optimum Moisture' (%) --? Max. Lab DryDensity* (Std.Proc.) (pcf) --- Inplace Moisture (%) Inplace Dry Density (pcfl Relative Compaction (%) SpeciPed hiinimum Compact. (%) omments 7 7/1/97 N P-1: SM 81h 129 11 122 95 95 A 8 7/1/97 N P-1: SM 81h 129 8 129 100 100 A 17/97 N P-1: S?1 8'h 129 8 130 100 100 A 10 7/7/97 N P-1: SM 8'h 129 9 131 10 100 A J /9f97 N P-1: SIv1 8'h 129 10 120 93 /9197 N P-l: SM 8'h 129 9 125 97 10 7 /9/97 7 N P-1: SM 81h 129 9 129 100 100 A Key: N = Nucleaz, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specifications. B= Tesi results do not comply with specifications. Test Test Location Elevation 7 250'N, 100'W of ??IVV corner, parking lot $92 8 10'E of NW buildin corner 891 886 9 SE buildin; corner 10 SE building corner 88g 11 10'S, 55'E of N1V buildin; corner 885 11.4 Retest of 11 885 11B Retest of 11A 835 Elevation Reference: c: Mr. Bill Diem; Stahl Construction Mr. Joe Voels; Ciry of Eagan Braun Intertec M. Samuelson Manager 97ISOc\cu.? BRAIJ N" INTERTEC Report of Field Compaction Tests Date: July 10, 1997 Project: BODX-97-150C Report: 3 Client: Mr. Lury Aanson I Periske Truck Leasin, 32600 Dequindre Road 1V _ 1lT AOl1(V1 11141 Project Description: Construction Tzsting Szcvices Penska Truck Lzasin, Facility Aldrin Drive F?oan Vfinnesnta Sllll esi 1 ate ype Soil ID and Classitication Optimum Moistures (°k) Max. Lab Dry Density' (Std.Proc.) (Pct? Inplace 14toisture (°?) Inplace Dry Density ?P?) Relative Compaction (°?^) Speeified Dtinimiun Compac?t. (°?) ommen[s 12 7/9/97 N P-1: SM 81h 129 10 126 97 95 A 13 7/9/97 N P-1: Sh1 8'h 129 10 124 96 95 A 14 719/97 N P-1: SM 81h 129 10 127 98 95 A 15 7/9/97 N P-1: SM 8'h 129 8 127 98 95 A 16 7/9/97 N P-1: SM 81h 129 9 123 99 95 A 17 7/9/97 N P-1: SM 81fz 129 8 126 97 95 A Key: N = Nucleaz, ASTM D 2922 SC = Sand Cone, ASTM D 1556 ' = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test resulu comply with specifications. B= Test resulu do not comply with specifications. Tes= Test Locltion Elevation 12 10'S, 5'W of NE buildin corner 889 , 13 10'S, 15'W of NE building comer 891 i 14 5'N, IS'W of SE buildin corner 890 15 SE buildi? corner. 892 16 15'Y of SE buildin corner 894 17 5'N, 20'W of SE buildin corner 896 Elevation Reference: c: Mr. Bill Diem; Stahl Construction 1dr. Joe Voels; City of Ea;an Braun Intertec ? M. Samuf Manager 911506cu.1 B RAUN,M INTERTEC Report of Field Compaction Tests Date: September 24, 1997 Client: Mr. Lury Hanson Penske Truck Leasing 32600 Dequindre Road ur .onn', ?nc`1 Project: BODX-97-150C Project Description: Cons[ruction Testing Szrvices Penske Truck Lzasing Facility Aldrin Drive Conan Vfinnacnta Report: 4 ? .aucu. est ate ype Soil ID and GassiFcation Optimum bfoisture' (%) 'o htax. Lab Dry Density' (Std.Proc.) (pcf) -" - - Inplace Moiscure (%) Inplace Dry Density (prfl Relative Compactian M Specified Minimum Compact. (°?) omments 18 9/10197 N P-3: SC 10 125 125 100 95 A 19 9/10/97 N P-3: SC 10 118 95 100 B 20 9/11/97 N P-3: SC 10 E M 125 100 100 A 21 9/11/97 N P-2: SM 8'f? 132 100 100 A 22 9l12l97 N P-3: SC 10 116 93 100 B 23 9/12/97 N P-3: SC 10 125 g 128 103 100 A Key: N = Nucleaz, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specifications. B= Test results do not comply with specifications. Test Test Location Elevation 18 25'E of MH B cencerline, sani[arv sewer 892 19 75'E of MH B centerline, sani[arv sewer 896 20 50'E of catch basin Jtl, storm sewer 88$ 21 Building foundation backtill (zxterior) 895 22 25'N of cacch basin #2, storm sewe: $96 23 60'N of lvlH ,Y27, storm sewer 889?/2 Elevation Reference: c: Mr. Bill Diem; Stahl Construction Mr. 1oe Voels; Ciry of Eagan Braun Intertec M. Samuelson i Mana;er 97150c1cu.l , BRAUN" I NTE RTEC Report of Field Compaction Tests Date: Szptember 24, 1997 Project: BODX-97-150C Report: 5 Client: Mr. Larry Hanson Penske Truck Leasin; 32600 Dequindre Road .onn? Incl Project Description: Cunstruction Tes[in; Sarvices Pznske Truck Leasing Facility Aldrin Drive Ponon Minnacnra Y? 61l Cll. Test lYll 7 VV7 Date L- l V V L Type Saii ID and Classiricatian Optimum \foisture* (%) ?-.7 n4ax. Lab Dry Density' (Std.ProcJ (pcf) -' Inplace hioisture (%) Inplace Dry Density (pc.f) Rela4ve Compaction ( A) Specitied iNIinimum Compact. omments 24 9/12l97 N P-3: SC 10 125 8 128 95 A 25 9l12/97 N P-1: SM 81 fi 129 5 117 88 95 B 26 9/12l97 N P-1: SM 81 h 129 5 120 91 95 S Key: N = Nucleu, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specifications. B= Test results do not comply with specifications. Test Test Loption Elevation 24 60'N of MH #2, storm sewer 8891h ! 25 45'W of SE buildin; corner, foundation backTill (inrerior) 895 ! 26 20'N of SW building corner, foundation backitll (interior) 8941A ? I Elevation Reference: c: Ivfr. Bill Diem; Stahl Construction Mr. Joe Voels; Ciry of Ea;an Braun Intertec Corporation J es M. Samuelson ranch ?tana;er 97iso6CUs r eraAuNsM INTERTEC Report of Field Compaction Tests Date: September 17, 1997 Project: BODX-97-150C Report: 6 Gient: Mr. Larry Hanson Penske Truck Leasin, 32600 Dequindre Road Project Description: Construction Tastin?g Sarvices Penske Truck Leasin, Facilicy Aldrin Drive warren, est rvu wovy ate L-ivoL ype Soil ID and ClassiFcation Optimum b4oisture' (%) ..-1 hfax. Lab Dry Density' (Std.Proc.) (pc? ,..•• ° -°-- - Inplace Mouture (°k) - - Inplace Dry Density (pcf) Relative Compaction M Specitied ivlinimum Compact. (°k) ommenfs 27 9/12/97 N P-4: SP 11 111 4 109 98 95 A 28 9/15/97 N P-4: SP 11 111 3 104 93 100 B 29 9/15/97 N P-1: SM 81h 129 5 129 100 95 A Key: N = Nucleaz, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specifications. B= Test resuits do not comply with specifications. i Test Test Location Eleva6on ? ? 27 100'S of MH #3, storm sewec 893'fz I 28 STA 1+50, storm sewer 8951/1 i 29 STA 1+00, storm sewer 893'k l I Elevation Reference: c: Mr. Bill Diem; Stahl Construction bir. Joe Voels; City of Ea;an Braun Intertec M. Samuelson i Mana;er 971506cu.6 : BRAUN," INTERTEC Report of Field Compaction Tests Date: September 24, 1997 Project: BODX-97-150C Report: 7 Client: Mr. Larry Hanson Penske Truck Laasin; 32600 Dequindre Road Project Description: Construction Testin.a Szrvices Penske Truck Leasin, Facility Aldrin Driv2 t,. Vr;., ?+? WHIiCfI, I Test 1VI1 YOV7 ate L-1VVG ype Sail ID and G:usi?cation Optimwn Dfoisture* (%) '?°? Max. Lab Dry Density' (Std.Proc.) (pct) "'•+ """""" Inplace Moisture (%) ' Inplace Dry Density (pcfl Relative Compaction (%) Specitied iNfinimum Compact. (%) amments 30 9/17/97 N P-3: SC 10 125 8 126 101 95 A I 31 9/17l97 N P-4: SP 11 111 7 113 100 102 A 32 9/17/97 N P-3: SC 10 125 10 125 100 100 A Key: N = Nuclear, ASTM D 2922 SC = 3and Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test resulu comply with specifications. B= Test resulis do not comply with specifications. Test Test Location Elevation i 30 STA 2+00, centerline, water main 8911h 31 STA 0+81, centerline, water main 893 i I 32 STA 2+35, centerline, water main 8931/2 I I I Elevation Reference: c: Mr. Bill Diem; Stahl Construction I'vir. Joe Voels; City of Ea;an 97150c'sis.7 Braun InteRec Corporation Y eRAuNsM I NTE RTEC Report of Field Compaction Tests Date: September 24, 1997 Client: 41r. Larry Hanson Penske Truck Leasin; 32600 Dequindre Road Project: BODX-97-150C Project Description: Construction Testing Sarvices Penske Truclc Leasing Facility Aldrin Drive r,. ,A: ,..., Report: 8 G warren, est n2i vauy ate _-wo? ype Soil ID and Classification OpGmum Moisture' (%) ??, LNIax. Lab Dry Density' (Std.Proc.) (pcf) -, ........ - Inplace Moisture (%) _ Inplace Dry Density (pcfl Relative Compaction Specifed Minimum Compact. omments 33 9/16/97 N P-4: SP 11 111 6 111 100 95 A 34 9/18/97 N P-3: SC 10 125 9 127 102 95 A 35 9/18/97 N P-3: SC 10 125 10 124 99 95 A Key: N = Nucleaz, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test resulrs comply with specifications. B= Test resulu do not comply with specifications. Test Test Location Elevation 33 STA 3+00, centerline, watermain 892 i 34 50'E of catch basin #8, storm sewer 892 i 35 100'E of catch basin Jt8, storm sewer 'h 892 ? I I ? ? Elevation Reference: c: Mc. Bill Diem; Stahl Construction Mr. Ioe Voels; City of Ea;an 97is06Cu.a Braun Intertec Corporation B R AUId" I NTE RTEC Report of Field Compaction Tests Date: September 24, 1997 Project: BODX-97-I50C Report: 9 Ciienr. Mr. Larry Hanson Penske Truck Leasing 32600 Dequindre Road w.,,.o,. N,rT dunoI_inAl Project Description: Construction Testing Services Penske Truck Laasing Facility Aldrin Drive Faoan Minnecnta ett ate ype Soil ID and ClassiFcation Optimum Moisture* (%) \1ax. Lab Dry Densityi (Std.Proc.) (pcf) Inplace Moisture (%) Inplace Dry Density (pcf) Rela[ive Compaction (%) Speci&ed Minimum Compact. (%) omments 19A 9/19197 N P-3: SC 10 125 8 125 100 100 A 22A 9l19/97 N P-3: SC 10 125 9 127 102 100 A 25A 9/19/97 N P-1: SM 81h 129 6 133 104 98 A 26A 9/19197 N P-1: SM 81h 129 10 127 98 98 A 28A 9/19/97 N P-4: SP 11 111 5 115 103 100 A F -7 1 Key: N = Nuclear, ASTbi D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded [o nearest 0.5 A= Test results comply with specifications. B= Test results do not comply with specifications. Test Test Locatian Elevation 19A 75'E of N[H "B" cencerline, sanitarv sewer (rerests) 896 22A ZS'N of catch basin #2, storm sewer (retests) 896 25A 45'W of SE comer, foundation backYill, (retests) 895 26A 20'N of SW buildina corner, foundation backtill, (retests) 8941/2 28A STA 1+50, storm sewer (retesu) 8951/2 Elevation ReFerence: c: Mr. Bill Diem; Stahl Construc[ion Mr. Joe Voels; City of Ea;an Braun Inrertec M. Samuelson i Mana;er 47150??cLS.9 4,' ., e Rau N=M INTERTEC Laboratory Compaction Characteristics of Soil (Proctor) ?ate• July 21, 1997 Praject: BODX-97-150C Gien[: Description: Mr. I.arry Hanson Construction Tzsting Services Pznske "Cruck Leasine Peaskz Truck Lzasing Facility 32600 Dequindre Road ?.ldrin Drive Warren, MI 48092-1062 Eaaan, Minnzsota Field Data: Date Sampled . 711197 Test Number . P-1 Sampted By . JMS Location Sampled : Classification . SM, Silty Sand, finz- to medium-graioed, brown Laboratory Data: ASTM D: 698-91 Procedure: standard A Date Tested: As Received Water Content: Prep. Method: wet Rammer Type: manual % on 3/4': Sieve Data % 3/4"-3/8": % 3!8" - 114: , Size of "Oversize": Perceat Oversiu: Spec. Gravity: 2.70 r,...o,tAd valnec lASTM D 47181 Maximum Dry Unit Weight, pcf Optimum Water Conteat, % 130 128 - 126 ? co v 3 ? 124 T C IZ? 170 Water Content, % VYlv4 1 129 cf f 8'h ?O % Air Voids ko CuNe =2.70 lIDed) 47150c*1 6 8 10 12 14 io ., ?.? BRAuN'M INTERTEC Laboratory Compaction Characteristics of Soil (Proctor) Date: July 8, 1997 Project: BODX-97-150C Client: Description: Mr. Larry Haason Construction Testing Szrvices Penske Truck Lzasing Penske Truck Leasing Facility 32600 Dequindre Road Aldrin Drive Warren, MI 48092-1062 Eaean, Minnesota Field Data: Date Sampled . 7!1/97 Test Number . P-2 Sampled By . JMS Location Sampled : cut area Classification . SM, Silty Sand, fine- to medium-graine.d, brown Labomtary Data: ASTM D: 698-91 Procedure: standard B Date Tzsted: 7/1197 As Received Water Contend Prep. Method: wet Rammer Type: manual Sieve Data, % on 3/4": % 314'-3/8': 9'0 3/8" -#4: Size of "Oversize": Perceat Oveisize: Spec. Grevity: 2.70 ...._.e v.,n- r?.T?tPd Valv&c (ASTM D 4718) Mazimum Dry Unit Weight, pcf Optimum Water Content, % 132 ?-. 130 U G cn 'v 3 ? ? 128 T . ? 126 124 Water Content, % v132 - --- cf f 8'h % % ero Air Voids kra=? Q¢w . G. = 2.70 4ssumed) ntsockPz 7 9 11 13 IS 1"1 .' .$ , . , BRAUNs" I NTE RTEC La6oratory CompacYion Characteristics of Soil (Proctor) Date: September 24, 1997 Project: BODX-97-150C Client: Description: Mr. Larry Hanson Construction Tzscing Sarvices Penske Truck L,easing Penske Truck Lzasins Facility 32600 Dequindre Road Aldnn Drive Warren, MI 48092-1062 Easan, Minnesota Field Dati Date Sampled . 9/7/97 Test Number . P-3 Samplzci By . IWH Location Samplzsl : Gassification . SC: Clayey Sand, fina- to medium-grained, brown Labora[ory Data: ASTM D: 698-91 Procedure: stanciard A Date Tested: 9/11197 As Received Water Cootent: Prep. Method: wec Rammer Type: manual Sieve Data, % on 3/4": 9O 314"-3l8": 17a 3!8' -,Y4: Size of "Oversize": Percent Oversize: Spec. Gravity: v_i..,.., r-?tPA Vah,es /ASTM D 47181 Mazimum Dry Unit Weigh[, pcf Optimum Water Content, % 124 122 J G '.0 v 3 r ? izo T ? 118 116 Wa[er Content, % y125V ? f f 10 9 % v j 7 9 11 13 15 971500o-3 . . •. ,` . . e Rau N" INTERTEC Laboratory Compaction Characteristics of Soil (Proctor) Dute: Septem6er 16, 1997 Project: BODX-97-150C Client: Description: Mr. Larry Hanson Constructioa Testins Sarvices Peaskz Truck Lrasino Panske Truck Lzasing Facility 32600 Dequindrz Road ?.idnn Dnve Warten. YlI 48092-1062 Eaean. Minnesota Field DaL•t: Datz Sampled . 9/12197 Trst Num6ar . p-4 Samplui By . 1WH Locatioa Samplzcl . Classification . SP: Poody Graded Sand, fine-graineci, brown Laboratory Data: ASTM D: 698-91 Procedure: standard A Date Tested: 9/15197 As Received Water Content: Prep. Method: wet Rammer Type: manual Sieve Data, 9 on 3/4": 90 3!4"-3/8": 90 3/8" -114: Size of "Oversize": Percent Oversize: Spec. Gravity: Values (ASTM D 4718) Maximum Dry Unit Weight, pcf Optimum Water Content, % 112 - 110 ? c eu .? 3 ? ? ; tos ? 106 104 Water Conteut, % 6 8 ulll cf cf 11 % % 10 14 16 971506P-4 L city of eagan MEMO 4b?-- TO: DALE SCHOEPPNER, SEDTIOR INSPECI'OR DALE WEGLETINER, FIItE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTII.TTY BILLING CLERK ROD JOHNSON, UTII.TTIES FROM: BILL BRUESTLE, SE1vIOR INSPECTOR DATE: DECEMBER 16,1997 SUBJECT: FINAL INSPECTION OF PENSKE TRUCHING CL3, B3, EAGANDALE CORPORATE CENTER The Protective Inspections Division will be performing a final inspection of 965 ALDRIN DR on JANUARY 6, 1998. 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 be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /js CD/Fbldg inap//fuial insp - cromm bidBe CITY USE ONLY v? B SUBD. (1/ ?r?D?-? ? • ?" RECEIPT#: 06D?/ RECEIPT DATE: ] 997 IdECHi41VICAL P£RMIT (COMMEiCIAL) CITY OF £lkHAN S$SO PILOT K1V08 KD EA6AN, MN $51 EE (61E)6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: 2?12 c7 CONTRACT PRICE: 000- vro WORK TYPE: I\C NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEE3: I% of contract price OR $25.00 minimum fee, whichever is greater. Processed piping - $25.00 q--' CONTRACT PRICE x 1% 396 PROCESSED PIPING PERMIT FEE .60 STATESURCHARGE TOTAL '300• S0 ------------------------------------------------------------- SIT'E ADDRESS: ($.50 per $1,000 of permit fee due on all peimits.) 44W '? iK iv__ OWNERNAME: 't? PHONE#: TENANT NAME (IMPROVEMENTS ONLl): INSTALLER: U u A P'U ADDRESS: l l 3b'3 C.?'cr?c- sra2'b[,U c7 PHONE #: CITY: l ? ? vtmU-S %_'e? `' SIGNATURE OF PERNIITTEE STATE: ? N ZIP: ? CITY INSPECTOR CITY USE ONLY LOT BL SUBD. RECEIPT #: RECEIPT DATE: 1997 M£Ci3A1VICAL f'EftMIT (MIDENTIAIa CI7;1' OF EAfiAN 3$30 fILOT KNO$ RD EAHt4N AfN 551 EE (612) 6$1-4675 Date: Complete this section on[v if you are installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets ( minimum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: Complete this section onlv if you aze remodeling, adding to, or repairing eacisting single family dwellings, townhomes, or condos. Note: Mechanical pernut is not required for alteration/add-on to ductwork in existing residential units; but is required for the following: _ Install fumace _ Install air exchanger, i.e. Vanee system, etc. _ Minimum fee applies to all remodel or add-ons of existing residences State Surcharge SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CIT'Y: JS/FORMS BLD/MECH PERMIT (RES) - 1997 Install air conditioning Other $ 20.00 .50 Total: $ 20.50 PHONE #: PHONE #: STATE: ZIP: SIGNATURE OF PERMITT'EE CITY USE ONLY L 3- BL .5- RECEIPT#: 803o2 S SUBD. ?? oifyio. y. (?,w • RECEIPT DATE: 7 1997 MECHAN[CE4L P£RMIT (COMbiEitCIAL) CITY Of EAfiikN S$SO PILOT KNOS iiD EAfi14N.1NN 55122 (612)681-4675 Please complete for. all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: g- a- 9 '1 CONTRACT PRICE: H 9, So o.°P WORK TYPE: ? NEW CONSTRUCTION INTERIOR IMPROVEMENT 2-SsM1? o•••w.f.L (??+u?o5r C?.a-QAy -JAe. 7.FR_4-R.e CII (?'wt.+6[.?) DESCRIPTION OF WORK: (oA[ P.;e.',..t FEES: 1% of contract price OR $25.00 minimum fee, whichever is greater. Processed piping - $25.00 CONTRACT PRICE x 1% qqS PROCESSED PIPING PERMIT FEE /19 5• O D STATE SURCHARGE .60 ($.50 per $1,000 of pennit fee due on all permia.) ToTAL Ilf I. ?5 v. SITE ADDRES3: nt (o? 0111? L-0 R-'^? p e_ OWNERNAME: P(SnJsILG jKkc.?c l_Gesi Nt PHONE#: TENANT NAME (IMPROVEMENTS ONLl): INSTALLER: Asso-?T-Gm TN? ADDRESS: P.o, 3.r a2-7 PHONE#: Ll`ES'-S't°o CITY: 5 Kai? PE= STATE: ?hd ZIP: SrS? 9 ?A SIGNATURE OP PERMITTEE CITY INSPECTOR LOT BL CITY USE OIVLY RECEIPT #: SUBD. RECEIPT DATE: 1997 MECHA1VICAL PEitMIT (RESIDUVT'IAL) CITY 0F F?kfiRN 3$30 PILOT KNOB RD EAfiRN AiN 551 22 (61E) 6$1-4675 Date: Complete this section onlv if you are installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: Complete this section onlv if you are remodeling, adding to, or repairing existing single family dwellings, townhomes, or condos. Note: Mechanical permit is not required for alteration/add-on to ductwork in existing residential units; but is required for the following: _ Install fiunace _ Install air exchanger, i.e. Vanee system, etc. Minirnum fee applies to all remodel or add-ons of existing residences State Surchazge Install air conditioning Other $ 20.00 .50 Total: $ 20.50 SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: PHONE #: PHONE #: STATE: ZIP: SiGNATURE OF PERMITTEE JS/PORMS BLD/MECH PC-RMIT (RES) - 1997 L V OFFICE USE ONLY RECEIPT#: ?O ?/? B? ? SUBD. , RECEIPT DATE: /?O?" 9 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN ( (? / ?? 3630 PILOT KNOB RD EAGAN, MN 55122 (612) 6814675 Pkasa tompkte for: • all commerciaUindustrial buildings. • mutti-family buildings when aeparate permits ere M requiretl for each dwelling unit. • Dedcflow preventer to be inatalled in commercial areas or residential boulevards DATE: `?I C) 19 :? - r?, WpRK 1YPE: ?New Const. _ Atld-On _ Repair DESCRIPTION OP WORK: ? WhV / (L/\A Z [M.V ?-V i ` / IS WATER METER REQUIRED7 ? Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED? _ Yes y No INSTALLING METER? _ Yes _ No. NEW SERVICE9 _ Yes _ No WATER FLOW: GPM. Pressure Reducing Velva may be required if installing new service • cantact Cky's Engmeenng Department at 681-4646. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES Mtnimum fee of $25.00 or t%ot contrect price, whichevar is greater. Minimum State Surcharge of $.50 due on ell pertnits. CONTRACT PRICE: $_ (Al) U O. Oo X 1% _ $ . COMPLETE THI3 AREA ONLY IF INSTALLING UNDEROROUND SPRINKLER SYSTEM BACKFLOW PREVENTER fEE E 25.00 = E WATER PERMIT (new service only) 50.00 = E WAC (new service only - per wnnedion) 78000 = $ WATER TREATMENT (new service only - per connection) 420.00 = $ CITY INSTALLED TAP 300.00 = $ METER: t" = $185.00, 2" TUR80 = E848.00 = $ PERMIT FEE E "w .00 FIGURE SURGMARCaE AT 60 CEMS FOR EVERV $1,000 OF PERMR FEE DUE STATE SURCHARGE E / v .v TOTAL S I hereby acknowledge that I have read this eppiication, stete that the iMortnation is wneG, end agrae to eompy with ell applicable Cky of Eagan ordinances. k is tlre applicerrt's responsibility to notHy the propeKy owner Net the Ciry of Eagan assurtKS no IiabilRy for eny damage9 caused by the City during its nortnal operetional and maintenance activkias lo the facilities eonatrueted urWer this pertnk wtthin City property/right-of-wayleasemerrt. SITE ADDRESS ??? ? ?? nV1D-V- TENANT NAME: PgYI ieskc 2V (AXA1_6-'3Ln4 STE. OWNERNAME: P"Arv5w_?e. j INSTALLER NAME: fta YV l- ' V ltA / ,^ J TELEPHONE p: R?? V STREETADDRESS: ??_? ?"`-I.C?SCILL21'? ?LI/1 CITY: Lli STATE: ZIP: J ? ?.2,1 / il//?? /G APPI.ICANTS SIGNATURE OFFlCE U5E ONLV - REVERSE SIDE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE Domestic , Inigation PBy _ Yes _ No ? llTILITY CONNECTION IAPPLIES TO NEW SERVICE ONLYI $ ?y Building Inspector 17'ate To detertnine meter size I • See if it is indicated on baCk of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # ;I • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" tur6o with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. II1 Check PIMS Screen 320 for a°°roval of inspection results. 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. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forvvard copy to UtilityllBilling Clerk. Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. P AA(scellaneous Infortnation , The insWller is to contact Building Inspections at 661-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 6814300 for water turn-0n. If ineter is over 5/8, catl Public Works and let them know so they can teil you if they have one in stock before plumber goes overthere. 'I . _` ? BL OFFICE USE ONLY RECEIPT# ?, ? 5_? e v SUBD. ? (?. RECEIPT DATE: 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 5830 PILOT KNOB RD EAGAN, MN 85122 (612) 887-4675 Pbase complete for. . ell commerciaVndustrial buildings. • muRFfamily builtlings when separate permits are pQ= required for each dwelling unit • backflow preventer to be inshlled in eommercial areaa or residential boubvarcls DATE: WORK TYPE: V New Const. _ Add-On _ Repair DESCRIPTION OF WORK: _ILCS.(J1? 1,t? v?? GU/?IA? 1/'1/1 IS WATER METER REQUIRED? 1? Ves _ No. ARE FLUSNOMETERS TO BE INSTALLED7 _ Yes / No SYSTE, /J( rOMMON2 R INSTALLINCa METER? _L/ Yes _ No NEW'SERVECE _ No WATER FLOW: 11v GPM. Pressure Reducing Valve may be required N installing new service - contad Cdy's Engineering Depertment at 6811646. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A OELAY OF METER ISSUANCE FEES Minimum fce of E25.00 or 1% of contrect price, whichever is greater. Minimum SWte Surcharge oT $.50 tlue on all pertnits. CONTRACTPRICE: $ x 7°h = COMPLETE THIS AREA ONLY IF INSTALLIN6 UNDERGROUND SPRINKLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = $ Z, 400 WATER PERMIT (new service only) 50.00 = $ WAC (new service only - per connedion) 780.00 = S WATER TREATMENT (new service onty - per eonnection) 420.00 = $ CITY INSTALLED TAP 300.00 = 5 METER: t" = $185.00 , 2" TURBO = $846.00 = $ ? • Od PERMIT FEE $ FIOURE SURCHARGE AT 60 CENTS FOR EVERY i1,000 OF PERMIT FEE DUE STA7E SURCHARGE $ TOTAL $ I hereby adcnowledge thal I have read this applicetion, atate thet the irvfortnatlon is coneU, and ayree to mmply with ell applicable Ciry ot Eegan ordinances. k ia Me applicaM's responsibility to notity the property awner thet the Cily of Eegan assumea no liebility for any damages caused by tFe City during its nortnel d under thu pertnit within Cily property/right-of-weyleaaemeM. operational and meintenance activities to the facilities constructe y SITE ADDRESS: ? ?(x ? ? ,ENANT NAME: STE. OWNER NAME: ,, - '/? A ? ? ? ? L U 0 1 V C. INSTALIER NAME: _ TELEPHONE i!: Y , d IZ-7 YY `Q? U k -. STREET ADDRESS: CITY: ?4S' ?TATE: 1"V j ZIP: l -95 OiFlCE USE ONLY - REVERBE SIOE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE Domestic Irrigation pRV _ Yes _ No UTiLITY CONNECTION IAPP IFC T(1 IJCW CFRVif`C f1N1 VI $ ? REVIEWED BY Building Inspector , D'ate 7o determine meter size • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S8W permit # !I • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. I Before sellina meter Check PIMS Screen 320 for apRroval of inspection results. No meter will be sold before all sewer and water inspections are complete on anM service. If new service lines are not required, one check may be written for meter, and permit wsts. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forvvard copy to Utility Billing Clerk. Enter meter size, type, receipt #, date 8 amount paid on PIMS Screen 110. Copy of receipt shouidlbe given to Utility Billing Clerk. kliscellaneous IMormation The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681-43001or water tum-on. i If ineter is aver 5/8, call Public Works and let them know so they can tell you if they have one in stock before plumber goes over there. ? CITY USE ONLY L ? BL d RECEIPT#: SUBD. LI/ ? . ?• RECEIPT DATE: 1997 bl£CHRNICI4L PER14[IT (COMM£RCIAL) CITY OF £A&AN 3$30 PILOT K1V08 RD EAeAu, huv 55122 (61E) 6$1-4675 Please complete for: all commerciallindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: '2. 1 3 191 CONTR.ACT PRICE: 0 l{', ZCTI !2-a WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT INSTALL I-5?06'aZ. WA'5TE O(L 14N1' A'Cr. DESCRIPTION OF WORK: (J,45TALL 1- (GCb G`IZ W.W O!L ?1-1 A'&, FEES: 1% of contract price OR $25.00 minimum fee, whichever is greater. Processed piping - $25.00 CONTRACT PRICE x 1°/a # '424n PROCESSED PIPING PERMIT FEE STATE SURCHARGE ?• 5-0 ($.50 per $1,000 ofcermit fee due on all permiu.) TOTAL 0 4• 50 SITE ADDRESS: 965 lLLD12-lNI IPP-1 U E, OWNER NAME: re?'JSKEr- TVucK PHONE #: TENANT NAME (IMPROVEMENTS ONI.i): INSTALLER: Gr-IfPN SYC 5ThT1br4 i ADDREss: ?834 XYLl1'E: 671 r.IE PHONE #: (b l Z ) 7e,0' 633Z CITY: ??l.l?ll?lE STATE: 'tN? ZIP: 5b 446r SIGNATURE OF PE ITTEE CITY INSPECTOR CITY USE ONLY LOT BL RECEIPT #: SUBD. RECEIPT DATE: 1997 M£CHANICkL PEftM1T (ftES1DEN1'IAL) CITY Of EAfiAN s$so Paor. xxos itn BA?fiAN bIN 55122 (612) 6$1-4675 Date: Complete this section onlv if you aze installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: Complete this section onlv if you aze remodeling, adding to, or repairing existing single family dwellings, townhomes, or condos. Note: Mechanical permit is not reauired for alteration/add-on to ductwork in existing residential units; but is required for the following: _ Install furnace _ Install air conditioning _ Install air exchanger, i.e. Vanee system, etc. _ Other Minimum fee applies to all remodel or add-ons of existing residences $ 20.00 State Surcharge .50 Total: $ 20.50 SITE ADDRESS: OWNER NAME: INSTALLER NAME; STREET ADDRESS: CII'Y: PHONE #: PHONE #: 1S/F0RMS BLD/MECH PERMIT (RES) - 1997 STATE: ZIP: SIGNATURE OF PERMITTEE PERMIT CITY OF EAGAN 383G Pilat K4iob Road PERMIT TYPE: a u i LoIN G Eagan, Minnesota 55122-1897 PermitNumber: 031286 (612) 681-4675 Date Issued: 12 / 2 3/ 9 7 SITE ADDRESS: 965 ALDRTN OR LOT: 3 BLOCK: 3 EA6ANDALE CORPORATE CENTER P.I.N.: 10-22515-030-03 DESCRIPTION: PENSKE TRUCK Biiil?ding-PermiC Type ,6uilding Wo47,,k Type 'Census Code 437 a?el .... . F L.. %"? t, ? :{r LEASIN6 CqMM./IND. MI5C. TENANT FINISH ALT. NONRES. t.., ?'?f$ x` -rIx REMARKS: A SEPARFlTE PERPIIT IS REQUIRED FOR ANY PLUMBING OR ELECTRICAL WORK FEE SUMMARY: VALUHTIpN $10,000 Base Fee $162.25 Surcharge $5.00 Total Fee $167.25 4 CONTRACTOR: STAHL CONST CO ' 5900 ROWLANO RD MINNETONKA MN (612) 931-9300 - Applicant - 29319300 55434 OWNER: PEN3KE TRUCK LEASING 4750 PRODUCE RD LOUISVILLE KY 40218 (502)459-7888 ( T hereby eaknowledge th1 6 t Z°-, hawe 'r-ead tNris apPk?c=a?ia'ri a"rn in'fo,rmation is correct and agree to comply wi.th a.ll ,?ppl`z Kl_ ? 3tatute5 an`d City of ?Eagan-10r'ckinenaeg. 7A,..? w. " APPLICANT/PERMITEE SIGNATURE d -%ttte t,t'fat?"the? ' cable Stateof Mn. SIGN ? 1.6c97 BUILDING PERMIT APPLICATION (COMMERCIAL) ? CITY OF EAGAN 681-4675 ca&'a The following are required with appropriaM certfiptlon for ali new construdion: ? 2 each: architectural plans; mech. 8 elec. plans; fire sprinkler plans; struGUrel plans; ske plans; landscaping plens; gredingldrainagelerosion control plan; utility plan ? 1 each: set of specifications; set of energy calculations; eleGrical power 8 lighting fortn; Special Inspections 8 Testing Schetlule ? Letter from MCANS (phone #222-8423) intlicating SAC detertnination ? Code analysis indicating, codea used; oceupancy dassifiptions; setbacks; meximum allowable erea as per Building and City Codes along wdfi sq. ft. per Floor; typa of conatruction (synopals of construdion wmponents) & any occupancy or erea separation walls; 10 SOILS occupancy loads; exk synopsis with a diagrem indicaGng exiting loads trom each room or area, Uavel paths 8 all rated REPORT corridoro; plumbing fixtures; and parking. DATE: 7 WORK TYPE: _ New ';>L REMODEL DESCRIPTION OF WORK: Oi.r Z F? ?o+/z OFi?/GES. CONSTRUCTIONCOST: LD.?? ? TENANTNAME: ?Nf/G? ?/ZCCGK Gy,q.lj,yC? SITE ADDRESS: 4 9'0-5? ryL?/L/'Y A2(&,c .,.. .?. LOT-,3--- BLOCK 3 SUBD. k94.PND4« 4nvArurf Cr.?rr.c P.I.D.# PROPERTY OWNER Name: Pc.vsKC 7u? Lr Phone #:?s"Z?'?'s? •7d88 CONTRACTOR „?. Fa.. Street Address: E70 P2o4ucs R°9b City: Gmuesri&?= State: 4_ Zip: ?2218 Company: _fiwyr ' sra.Acyo»r C4w*rw Phone #: 6/z) 93l • 9300 Street Address: S FOO /zow??o A.rn City: f7?N Zip: ARCHITECT/ Company: ENGINEER Name: ?•T?. LI192cEl1rre,7;" Phone Registration #: Street Address: 7Zoo f/ussso? Aiva .// fazza Z 30 DEC 12 97 ?, ? Ciry: D,9raa?? ,!?l State: Ss`/2f? ( zi? licensed plumber (only if installing sewer 8 water): I hereby acknowledge that I have read this application and state that the information is corcect and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: SP£iYc ?R ?.?lJEl?-f • / v? SrifyG -?i c A>7AC? G\ i ?iai9Nl'?.rTaL? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Aliowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning ,9'' 19 Comm./lnd. Misc. 0 20 Public Facility ? 33 Alterations ? 34 Repair Basement sq, ft. First Fioor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: Engineering , ?. ? 21 Miscellaneous °a=- 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Variance y37 ?Z / 6- Valuation: $ lviG0D &.3 % SAC SAC Units Meter Size STAHL CONSTRUCTION COMPANY PENSKE TRUCK LEASING FACILITY 7900 5900 ROWLAND ROAD MINNETONKA, MINNESOTA 55343 Transmittal Cover Sheet - -. • ;T?'ansmFtted;Eor Date Ref@ienceNumberx tttecl;,By Trans ,, , _, ,..... . oe oe s I eview essenger CITY OF EAGAN 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 Notes QxY ?Item , .:-, . ?? 2 1 I Drawings o-. - ?.i :d rk R ema s_ Enclosed are two sets of drawings for Penske Truck Leasing facility which I is currently under construction. The owners have requested that we finish the build out of the second floor offices. Please refer to the green highlighted walls on the drawings for proposed work. If there are any additional fees of permits to file, please contact me at 931-9300. I I I I I Submitted By: Spencer L. Finseth P:IPROJECTS17900PNSK.PMD Pfinted On: 12/11/97 Page 1 1997 BUILDING PERMIT APPLICATION ( ! CITY OF EAGAN 6814675 The follawing are required with appropriete certification for ell Dr& construdion: WORK TYPE: _ NEW _ REMODEL ? 2 each: architedurel plans; rtfech. 8 ekc. plans; fire sprinkler plens: aWdural plans; site Dlans; lantlacaping plans; grading/dreinage/erosion control plen; utiliry plan ? 1 each: set of specifications; set of energy calalatlons; eleetrical power & lighting torm; Speciel Inspadions & Tesling Schedule ? Letter }rom MCAN5 (phone 0222-8423) indicating SAC determination ? Code analysis indicating: oodes used; occupancy classificatlona; setbacks; maximum allowable aree es per Building and City Codes along wRh sq. ft. per floor; type of construction (synopsis of conatruction components) & any occupaney or area separation walts; 109 SOIL'S , occupancy loads; exit synopsis with a diagram indicating exiting loeds irom each room or aroa, trevel paths 8 all rated REPORT corridora; plumbing firtures; end parking. DATE: ? DESCRIPTION OF WORK: CONSTRUCTION COST: SITE ADDRESS: LOT ':? BLOCK3 SUB0. ? TENANT IMAME: o(VA (COMMERCIAL) (2?- .R. P.I.D. # PROPERTY OWNER CONTRACTOR Name: ?$hone #: Street Address: City: ? State: 2!:4 ? P Zip: Company: / <? sClZ4`c?c- Phone # Stree ? eaa.e., / / -J 03 44' Company: Name: Street Address: City: Sewer & water licensed plumber (onty 'rf instailing sewer & water): State: Zip: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with alt appiicable State of Minnesota Statutes and City of Eagan Ordinances. 'r? Signature of Applicant: Zip: /`" Phone #: Registration #: /Z ?S9 ?- ARCHITECTI ENGINEER OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy 2oning # of Stories Length Depth APPROVALS ,,,'?19 Comm./Ind. Misc. ? 20 Public Facility ? 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq, ft. sq.ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building ? 21 Miscellaneous 0 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Engineering Variance ? ?o / 6 Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S!W Surcharge Treatment Pt. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: Valuation: $ Z-? del'o joe4M % SAC SAC Units Meter Size rTY'I i:A= L At11t1N ? f;ASHTER;; :*`:G Tt_'fiMINFaL NO;: 353 LIATG^ 09/f?S:9: TTMF_; 04010G ? ?U: K!tinc, p,UMF, ANLi Mr.::rEr; sEr,VICf:: ?:NC '?c.1.n 7 9001 9t:,C, /? ,I..11fi • ? It? .,ti ^?... „w 3422 9001 90, UFZ !.46.09 21:_5 900± 965 ai._DRiN Di,: 7.50 ''ot,-al I';:cep.K;t Flm!,c.int: 37R.34 E408" 2":?`_i t.fSli:l; ]"r;, MARI..YUN PERMIT CITY'QF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 ADD CANOPY gUilding"Psrmit Type ?Building Wdrk.,Type SITE ADDRESS: 965 ALDRIN DR LOT: 3 BLOCK: 3 EAGANDALE CORPORATE CENTER P.I.N.: 1,0-22515-030-03 DESCRIPTION: Censusr_Code ? .` ? r ? ? ? F? e REMARKS: FEE SUMMARY: VALUATION Base Fee Plan Review ? Surcharge Total Fee PERMIT TYPE: Permit Number: B U I L D I N G Date Issued: 0 3 D 8 4 4 09/25/97 MISCELLANEOUS ADDITION 437 ALT. NONRES. ,a-y i afr"aP` 'f r?'?e, '?t`?.. '?+'? ?' F? t i (`1 $224.75 $146.09 $7.50 $978.34 $15,000 CONTRACTOR: OWNER: - Applicant - PUMP & METER SERVICE 29334800 PENSKE TRUCK LEASIN6 11303 EXCELSIOR BLVD 965 ALDRTN DR HOPKINS MN 55343 EAGAN MN (612) 933-4800 I hrereby acknowledge that Z haus. r4l?a,d Chis .&?pliq,atiojr; ano state tha,t the _ infarmatio ` scorrec nagreet'c?=-oomp'ly?uzia.?p-3.ia?6taL'e. of. f?n. = ? Statute and ity a n Ordinanees. ?.. _ v_,_.. ,...'...:.. .' -:?. ?.m ... . ?_,_ . _ ?. . ? yw ? ?J?ll &I?k APPLICANTlPERMITEE SIGNATUR _ _ ISSUED B. SIG ATURE CITY USE ONLY L BL SUBD. RECEIPT #: 0?Q? / RECEIPT DATE: 0//?' v 1998 PLIIt+BING PERMIT (COMMRCIAL) CITY OF EAGAN 3830 PII,OT IINOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: all commerciaVindustrial buildings multi-family buildings when separate building permiu are not required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevards Date: 1-.2`??' 91 Work Type: New Bldg. _ Add-on Repair _ U.G. Sprinkler Is Water Meter Required? Yes No Water Flow GPM To inquire if Pressure Reducing Valve is required on new service, ca11681-4646. FEES 6'fl 1% of contract price or $25.00 minimum Contract Price: $ COMPLETE THISAREA IFINSTALLING SPRINRLER SYSTEM Service: Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee $ 25.00 Water Meter 1" @ $185.00 Or 2" Turbo @$846.00 $ If "new service" add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Water Treatrnent $ 420.00 = $ City Installed Tap $ 300.00 = $ Permit Fee $ State surchazge is $.50 per $1,000 of ep rmi7 fee or minimum of $.50 per permit State Surcharge $ Total Fee $ ,?, er-t f?L? ?.S . .? 6 I 6ereby aclnowledge that I have readthis application, state that the information is correct, and agree to comply witn a11 appncabie ciry a: Eagan crdinaz:ces. ]t is the applicaaYs respansibiliry• to r.otify the propercy owner that slse Ciry of Eagaz asscmes no liabiliri for any damages caused by the Ciry during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SIT'EADDRESS: /4?f TENANT NAME: / ?"•s/.I.(?G '?L/G"? G?Ff../.C? INSTALLERNAME: /,?i? !•lG'?7? ??/?'''?'j?? TELEPHONEI?: STREETADDRESS: CITY: STATE: ? ZIP: SIGNA OF PERMITTEE CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1998 METER SIZE PRV Yes No Damestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) P.EVIE4VED BY: Building Inspecto Date To determine meter size ` See if it is indicated on back of Building Inspections cazd ' Enter address in PIMS Screen 301 to obtain S& W pertnit # " Check PIMS Screens 110 (Remazks) * If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before selline meter ' Check PIMS Screen 320 for aoaroval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines aze not required, one check may be written for meter and permit cosu. Write meter type and si2e on receipt, cade to 3716-9220 (meter portion only), and fonvard copy to Utility Billing Clerk. ' Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utiliry Billing Clerk. Miscellaneous Information * The installer is to contact Building Inspections at 681-4675 for inspection ofthe inside water line and backflow preventer. The Central Maintenance Division may be reached at 681-4300 for water tum-on. * If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in srock before plumber goes over there. JS/Forms.bld/plbg permit (comm) 1997 12, ,?? ?aV?-&? 06T. C&r- city oF eagan THOMASEGAN January 6, 1998 "'°Y°' PATRICIA AWADA BEA BLOM6IUIST SANDRA A MASIN M3TIC BOXCy THEODORE WACHTER Pei151C0 TTI1Cit I,e3S1Ilg Council Members 32600 Dequindre Road THOMAS HEDGES Warren, MI 48092 Ciiyadminishotor E. J. VAN OVERBEKE RE: 965 Aldrin Drive City Clerk Deaz Mr. Boxey: City staff conducted an inspection of the above property on January 6, 1998. The purpose of the inspection was to determine the status of the site improvements and compliance with the approved plans, relative to final inspection for a Certificate of Occupancy. Development of the site appeazs to have progressed accarding to the approved plans. I3owever, as of the date of the inspection, the following items remain incomplete: a. Landscaping - The installation of landscaping has not been completed. b. Parking lot - Due to snow coverage, it is unclear whether ttte pazking lot pavement has been installed or sh-iped. While these items will not delay issuance of a certificate of occupancy, they should be completed by May 15, 1998. A follow-up inspecrion will be done on or after that date. Please send us a written response confirming your receipt of this letter and your intent to complete the above items in the specified time frame. Your cooperation in this matter is appreciated. If you have any questions, please do not hesitate to call me at 681-4698. Sincerely, Jul e Famham P anner cc: Building Project File: MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESO7A 55122I 897 PHONE (612) 681 4600 FAX (612)681-4612 iDD (612) 454-8535 THE LONE OAK TREE THE SYP/iBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN Equal Opporfunify/Affirmative Action Employer MAINTENANCE FACILIN 3501 COACHMAN POINT EAGAN. MINP1ESOtA 55122 PHONE (612)581-43GC FAx (612)681-4360 fDU (612) 4b4-8535 0,1?3, ? (;nt) city oF eagan THOMAS EGAN ? Mayor PATRICIA AWADA BEA BLOMQUIST March 12, 1998 SANDRA A. MASIN THEODORE WACHTER Caunctl Members THOMAS HEDGES City Adminisl'rotor DEBORAH WILL N OVERBEKE A ASSOCIATED NIECH CONTRACTORS INC k ciNCe 1257 MARSCHALL RD ST'E 104 P O BOX 237 SHAKOPEE MN 55379 Re: Penske Truck Leasina Dear Ms. Will: In regard to your letter on the 1,000-gallon tank installed at Penske, this tank was a sand interseparator and not an inflammable waste tank. The tank did not have the proper trap seal or vent. You were required to install a 35-cubic-foot inflammable waste tank and a 3" vent as per Minnesota State Plumbing Code 4715.1120. Sincerely, C .??r-.___ William Adams Plumbing Inspector Attachment WB/mg MUNICIPAL CENTER 3830 PILOi KNOB ROAD EA6AN. MINNESOiA 55I22-1897 PHONE (612) 681 4600 FAX (612)681-4612 iDD (6I2) 454-8535 THE LONE OAK TREE THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN Equal Opportunify/Affirma}ive Action Employer MAINTENANCE FACILITY 3501 COACHMAN POINi EAGAN, MINNESOiA 55122 PHONE (612)681-4300 FAX (612) 681-4360 TDD (612) 454-8595 ]' Vepor Venf (Metallic Material) J" O'yPen Drelns Slzed Irom 4115.2J10 subp. 2 6" MpNOLITHIC POURED CONCftFTE OR 3/16% _ STEEL Ok CA;;T IRON 29' Solld Cover 4.. Outlet or _ C.O. Sanltery 76" - min. -1B" 3s cu n c?oacnv 4715.1120 OIL ANp FIJN44ABI,E LZQUIDS SEPARATOR. Enclosed qarages of over 1,000 square feet or housing more than four mo:or vehiclas, repair garages, gasoline stations w:tn qrease racks, wcrk or 'wash racks, auto wa=_hes, and a11 buildings where oi1y and/or Elammable liquid wastes are produced sha11 have a separator installed into which a11 0:1, grease, and sand bearing and/or flammabLe wastes sha11 be discharged be.'oce emptying into the building drainage system or oGher noint of disposal, when floor drains or trench drains are provided. Exception: Pnvate garages classified as Group U, Division 1 occupancie3 serving one- and two-family dwellings. 51 6124455119 MAR-11-98 WED 03:38 PM ASSOCIATED MECHRNICAL FAX N0, 6124455119 RSSOCIATED mechanical contractors, inc. 1257 Marschall Road, Suite 104, P.O. Box 237 • Shakopee, MN 55379 Phone: 6121445-5100 Fax: 6 1 21445-51 19 March 11, 1998 City of Eiagan 3830 Pi1ot Knob Road Eagan, MN 55122 Attn: Bill Adams Plum6ing Inspector RE: Penske Truck Lcasing llear Mr. Adams, Last fall we installed a 1000 gallon oiVgrit separator at Penske faciiity. We were reqaired ta install this tank by the Soru Engineering plans. Per your direction, the City of Eagan would not except this tank as a code re uiq red ?lammahle waste ince t =rTo proceed with construction, Associated Mechanical ilistalled a 35 cubic foot flainmable waste receptor in front of and in series the 1000 g0.11on oii/grit sepazator, per your request. We are in dispute wich Penske and necd you to respond to this code issue. Sincerely, Deborah Wili Project Manager P. 01 - 24 HOUR EMERGENCY SERVICB - PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FA.X # 651-675-5674 Date _ % ) 20b ; Site Address "? fQ`j Aldrtn &-iy'C iTnit # Tenant Name L Former Tenant Name Property Owner Telephone # ( ) G? Contractor wtold Address City 5tate Zip Telephone k(? ) The Applicant is _ Owner Con4actor Other Work Type ` New Bldg ` Add-on - Repair RPZ PVB Irrigation system • ' Jer Wobschall to calcul te fees. Re uired meter size is 2" hrbo unl s smaller size ermitted b Public Worke Description of Work d" ? To inquire if Pres re Reducmg Valve is required on new service, ca 1651-675-5646 Meters - Ca11 651-675-5 300 to verify that hydrostatiq conductivity, and bacteria tasts passed prior to atckine uo meter Irrigation Size & Type Avg GPM Fue Size & Price 3/4" disolacement $156.00 DomesUc Size & Type Avg GPM Includes ' emand devices? Yes No ? Flushometers _ Yes ? No PRV Required _ Yes No Permit Fee $50.50 minimum (includes State Surc6arge) Contract Value $ x .Ol% _ $ Base Fee $ Meter(s) Required on all new buildings & boulevard imgation svstems $ Radio Meter Read If base fee is $1,000 or Iess, surcharge is $.SD $ S28te SRicharge Ifbase fee es over 51,000, aurcharge is 5.50 per $1,000 of the Base Fee Following fees apply only when installing new irrigatian system Water PermitY Contact Jerry Wobschall at 651-675-5024 £or reqmred fee amounts $ Treahnent Plant $ Water .upp3y-&,3to e $ n r' ??erSurchazge? i' ---------------------------------------------------------------------------------- ------------------------------------- - -- NCA?F"f, 7+$ C'CVJ $ ?? Total Fee i nereoy appiy ior a commerciai rmmbmg Pemut and acknowledge that the informarion ts complete accura[e; tha[ the work be in conformance with the ordmances and codes o£ the Ciry of Eagan and with the Plumbing Codes; that I unde pd ' ysvQt.aemd , ut only an application for a permit, and work is not to start without a permit; that the work will be in accordance with t e approved plan in the case of work which requires a review and approval of plans. /' Y. /f / ApplicanPs Printed Name ?Kature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMiTTED APPROVED BY: , BUILDING TNSPECTOR General Information • 12adio Meter Read (required on all new buildings & boulevazd irrigation systems- $157.00 • RPZ's must be rebuilt every £ve years. A minimum fee pemut per address is requ'ved for RPZ rebuilding oc repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" iRlgation syst $ 781.00 displacement smcommercial turbine** muStCCCCIVC maximum approval continuous 10 from Public Works 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine lg urigariun 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 uniYs maximum sm commercial Bc continuous & lg comm bldgs 25 irti ation s stems 5-100 1-1/2" hldgs 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 turbine very Ig irrigation $1,328.00 6-500 A" compound +300 unit bldgs & $3,702.00 syst & productian very lg comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very lg wmm bldgs I5-1000 4" turbine verylg irrigation $2,329.00 syst & production lines uommen[s • To schedule inspection of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water tum-on, ca11 65 1-675-5300. cc. Maintenance Division Clencal Technician Updated 1/03 ' lit.ij o{ E3q3fi u7:h 6:acript R?ceic* Dqse 3I4i20@4 Rece;o-L Number 62104 i'EP;`it; ?UM;_?F'Y ?:i1TA 03i;:i.+0:5 23 09.4 5 PEF:MiT _iiMh±:?RY INT4i il "??. 4'222 , .5.45 PEh_':I7' _IinrHfY C;ATN 9001,114E 107.SO F'EP, '11T :UI?UL RY Da1N 5:[.1.11504 43E.00 F'EF"MI7 5uMInAI,<y GA11; o8?z1. 9?f,i SE.Oc? f'th:?jll _WaF'Y UflTil 0's?l. ;:87 .,:7. oJ PEF:IIT Ur,mNF"1 DATA -6587 5 0 FtF'M; =??;=r:aey uaru ;WU'i.-_95 F'C!'MT T _!Jifr4;kY PUial"y Tn,ta: -=eir A;ioorr 9,2 t1i3?? w;=';ql 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN / 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 4ete 3 ? 3 ? oc Site Address / oJ ew (Z) Vc Unit # Tenant Name P EN5l(?iE ¢ur I? EpSinl q' Former Tenant Name Property Owner Telephone # ( ) Contractar W EyVLo Address D0l f?I?GXWV?1c?F/Z Liz. City frP9 ?99J State rn6v Zip j`51 22- Telephone #((051 The Applicant is _ Owner _ Conuactor Other WorkType _NewBldg Add-on Repau RPZ PVB Trrigationsystem* * Jerrv Wobschall [o calculate fees. R uirrd me[er sizr is 2° tur6o unless smaller siee ermitted bv Public Norkc Description of Work fC cOJrt CE r)(151 i? 9 1"?zU VM -?-?F'2 I?/ / l?,2 CI zO M?, ?Y lZ' To m wre if Pressure Reducmg Valve is reqmred on new service,,eall 651-675-5646 Meters - Call 651-675-5300 [o verify that hydrostatic, conductivity, and bactena tests passed prior to oickine uo meter Irtigation Size & Type Avg GPM ?ue Size & Price 3/4" displacement $155 00 , ;,.Domestic Size & Type Includes high demand devices? _ Yes _ No 3/ L? Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 mini+num (includes State Surcharge) Contract Value $ lO O O x 1°/a = $ Base Fee $ Meter(s) Required on all new buildings & boulevazd irriea[ion systems $ ' Q Radio Meter Read IC bue fee is $1,000 or less, surcharge is $.50 $ - ?`-' $}y(C $iliC}laise If base fee is over $1,000, surcherpe is $.50 per $1,000 of the Base Fee Followiog fees apply only when installing new irrigation system ? $? ? Water Pernrit Contact Jerty Wobschall at 651-675-5024 for required Fee amounts ---" ? i ?' $' ? 1 i? Treatment Plant I? I 5 Water Supply & Stonge I? i?? ? $ ? State Surcharge --------------------------------------------- ---------------------- ?, -------------------- -------?------ - ------------------- - ------------------------- ------- Total Fee i Fn?e6., .,....1., C . ., ••• ??? ?rrv ?? ? o„mc,?jaj nunnoing rcrtnt[ ana acKnowletlge that the -? conformance with the ordinances and codes of the City of Eagan and with the Pli lpplication for a pemut, and work is not to start without a permit; that the work ? which nrequires a review and approval of plans. ? P. C-?ap,vtooS Applicant's Printed Name ntormation is complete and acwrate; that the work will be in pbing Codes; tha[ I understand this is not a pernilt, but only an Jf?l b accordance with the approved plan in the case of work ?plic ' Signature ),t CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Av Test _ Gas Test PLANS SUBMITTED APPROVED BY: Rough In ' _ Final BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five yeazs. A minimum fee permit per address is requued for RPZ rebqilding or repairing. • Water meters include copper hom/stxainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8° residential $121.00 4-120 1-1/2" 1Tligation syst $ 788.00 displacement smcommercial turbine** mustreceive maximum ri epproval con nuous to from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine lg irrigation syst $ 992.00 maximu.n displacement residential & ; an;im?ous sm commercial production lines 15 j, 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bidgs ovec $ 1,880.00 bldg to 24 units 65 uniu ruaximum sm commercial & continuuus & lglcomm bldgs 25 irri ation s stems 5-100 1-1/2" bidgs25-64units $488.00 maximum displacement & continvous most commbldgs 50 METERS REOUIRING 30-DAY ADV.4NCE NOTICE PRIOR TO P1CK UP GPM METERS tiSE PRICE GPM METERS USE PRICE 5350 3° turbine very Ig irrigation $1,338.00 ' 6-500 4" compound +300 unif' bldgs & $3,749.00 syst & production very lg camm bidgs lines 1/2-320 3" campound +200 unit bldgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very lgirrigation $2,384.00 ii syst & production lines c;omments • To schedule inspection of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water turn-on, ca11651-675-5300. V cc: Maintenance Division Clerical Technician r Updated 8/03 ______-__ I For"qifice?lJs? ? ? Permit#: ? ? Pertnit Fee ? I I Date Received I I ? ? Staff: I L -----------------? 2008 COMMERCIAL PLUMBING PERMIT Date: t- 03 -o l? Site Address: TananY- rc- sK e ??-? c*?- _ lG?s •"y / `1&5 5uite #: PROPERTY Name. Phone: OWNER CONTRACTOR Name: ,4o .1-0 k^` License #: Address: ??I S?'? c??C- ,1v' City: ?!tw" 19?%cwState: k0rZip: SSII ? Phone: Contact Person. TYPE OF New Replacement _ Repair '? Rebuild _ Modify Space _ - - Work in R.O.W. WORK Description of work: ? f tS J: ?L d?C S}' ?h) Z PERMIT TYPE COMMERClAL New Construction _ Modify Space Irrigation System (_ yes 1_ no) (_ RPZ I_ PVB) • Rain sensors required on irrigation systems . Avg. GPM _(2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to venty that tests passed prior to pickinq uo meter. Domestic: Size & Type Fire: Size & Price 3!4" meter 1$ 83.00 Avg, GPM High demand devices? _Yes _No . Flushometers Yes No PRV Required Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR con[rectvaweS x 7% _ $ Permit Fee Required on ALL new buildings and 6oulevard irrigation systems $ Radio MeFer Read - If Perrnit Fee is less than $1,000, surcharge is $.50 =$ Meter(s) - If Permit Fee is >$1,D00, surcharge increases 6y $.50 for each $1,000 $1,000 Permit Fee (i.e. a$7,007-$2,000 Permit Fee requires a$1.00 surcharge). _$ State Surcharge Following fees apply when installing a new lawn irrigation system. $ water Permrt Call the City's Engineenng Depadment, (651) 675-5646, for required fee amounts. $ Treatment Piant $ Water Supply & Storege g State Surcharge TOTAL FEES $ d t tl h I hereby acknowledge that this informahon is complete and accurate, that Ihe work will be in conformance with the ordinances antl codes of lhe CRy of Eagan, Ihal I un ers an t m is not a permR, but only an apphcation for a permit, antl work is nol to slart without a permit, that the work will 6e in accordance wM1h the pmve n m the case of work which reqwres a rewew antl approval of plans. X I dbei yy?OST13'& 7t ApplicanYS Printed Name ApplicanYs Signature , .. , ,,. .... ?. : ,. . . ? „ ,. , . . POR OFFICE USE ? Appr,oved By`N . ? ? Date ? ? Required.lnspecfions:^ ? Un'iier Grourid ? Rough In. ,?. Air T.esh ? ?- Gas Test ? Finaf rp?jG I VI J 2008 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if appticable) Date: FOR OFFICE USE ONLY _ PRV,required . Property Owner: City R-O-W Permit - Address: Phone Number: _ Plumber. Contact Name: _ County R-O-W Permit ' SEWER WATER. 4" Sewer Service $1,589.00 7" Water Service $2,660.00 Sewer lateral charge @$28.30 / ff Water lateral charge @$36.00 ! ff Sewer trunk @$1,150 / connection Water trunk @$2,500/ acre City SAC @$1DOlunit Water supply storage @$3,930/ acre MCES SAC @$1,825! unit Receipt#: , Date: Receipt #: , Date: Treatment Piant @$690/ unit Septic abandonment $50.00 Permit Fee $50.00 Permit Fee $50.00 State Surcharge $0.50 State Surcharge $0.50 'Plumbing Permd Required- watermeter to be acquired with building permit TOTAL: TOTAL: SEWER & WATER' ' 4" Sewer Service $7,589.00 1" Water Service $2,660.00 Sewer lateral charge @ $28.30/ff Water lateral charge @ $28.60lff Sewertrunk @ $1,150/connection Water trunk @ $1,200Iconnection City SAC , MCES SAC Receipt # , Date Water supply & storage Receipt # , Date Treatment plant Septic abandonment $50.00 Permit Fee $700.00 State Surcharge $0.50 `Plumbing Permii Required - water meter to be acqmred with building permit TOTAL: Number of SAC units is determined by fhe Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units $1,540/ SAC unit ?----------------? 6-10 SAC units $385 ! SAC unit i?o?Otfc?tlse i 11+ SAC units $155 / SAC Unit ? ? Percnit #: ? I ? ? Permit Fee ? I ? ? I I Date Recewed. ? I I I j Staff. I L - - - - - - - - - - - - - - - - - I Cc: City of Eagan Finance Department Page 2 of 3 ------- --------- ----...? . ? . ---------_____._----?--- -----._..._--------------- B , \ . . ? f . • f ?-?. '____ _______'"' ? ' • • ? • ?...??.,?.,....._,__....._._..._r-'-_ ' . .-- --------.. .-- "--_ .----- - -'-. • .,-.......... ?_ ................... 7' _...?.,. ?._,,. -- ---- ,....?.... ?-- A A ? A ? I A _JANITOR'S - • ?` {tppyyrT 1UBE HE4TER TAIR ? RAOtMlf. CfH2-100 NG cnu-a Crrv. ? ?LG } 2 ,-, s• 'r STOR: -.- .I 1At u3 ? 3/4' y??• ? ' n . i 1' A A- Ar-. ? I. J/P' OROP TO • - MEN`S LOCKER < ? :3/4• (z) l/z' Nre - AND_TOILET SERVIIE, BAYS` : -J -- -'?„ --- as . a ?-- -? ? r 314' NR V VEp qND WA H CPPPED, E ND NR AIR -17S . _ , H EW?P. COMPRE °i - 3/C '- _EQ IP.'_ t ?• ?N CONTINUiO ON UNE TO W ;?H85E EE?5 "YOGNTEO`?7', l I6 ; / '? _ M' /r IHE PINN?EE-DG-A UNOERSfDE OF ROpF 57EE7?4 JL? • ???N Ll/ E? ? (+ cE,.x wee a a' SEE n11S OWtN1NG •' c?u,eE. FuFU?? • 1 1 A N i 1 F R E E ZE ' ? - P RESSURE ;= S E E T M I S DRAWm@-- WASH ? OWNER 1 TRANSMISSION FtU10 " - - M'ASHER' ; ON MQUNINE PLAH ^ 1 MO70R OIL NRNISMg lf'l RUE fAN71Nt(m - BAY ? f CVIASSIS IUBE, ANpt ? St REELS YOPlfED IN' PR ' BY OWNER ._. • . - A-175? 1: H I S S I$ L U B EVACWTION _ I ? VEM TO A71A051 1 A-77b -- '( "'- ? + PVMP MOU D ? ON WN.L IN?Pff ?D W?EATMER?PR0?00 ? ? ? A-$75 _ A_' 4t, 3ON?Mr ' INE M?r+UED O?_ ? _..... --.. S RVIQE ? - ? NAGER ? •:4..?" ' i07 ,; ND i ? MEZZANME? . •FlRE WNl (I) NyTOR Oll - TE. 't(7? ufTIFREQE 1RE9; `: , - vnu" vIrwc ? ?. ..iwo oiL? 2- /r lu? .OR?,OP BELpW FT7Q?T ? ' ONE iNTO : . . i.? ? ! ON?tACi?R IPIN(7 ?,• ? .. ??•: r' ? ?' NING. r ? -'- MALL COtJSULT SKE f? ` _ ' -r ROJECT AIANAG NIN(? A UM W? ;il :: . ._.. _.. _.-"'-. EUMKAC PU !TE UP 4P TNR. G LUBE ? --- - I TFtAN5' RIS 70 R ?'115 EUMA'DC P _ - --- _. ? ! UNP SEE NOTE 1 µD [ PIPING 3?t' 3/4' S1011 FLUI SiAT10 M w / ^ BEHM[ 5/1' f?EU1M?IC yp 3 4' ' DRU4. SIS; ___ _; ......, i UN 1Y L0 E :'+A n?- r"-? FIMROFZEX PIPING I PLUAIBINC COHTRAC7 OR C3RTIFU1?Ila.!5.... ,; I y/t•J " I + 103 6IlSS6bZI9 ON Xtld IUOINUH03U 03 ro?ftlfY WfIH=PEe q?-"CZZn"'iNr PI1N I E 60 d ^. • yn TM?:ORAWING .. ? I?OSSH Ntl 50:60 181 !6-£3/4' prtpp io ?? r I; ? ee coNS IN nHE ? (z) +/r uR ? I ? ? { ? ENVIRO I_ WG OVTLEf C:3 : E TRANC C E , a -_- i z-i/ (z 100., ? 3/4' • ? z ? ? ?Y t?-----? Haw ? A q A }?`NE W OtL _ A , a• ,? 1-- runuKr n VEM iHRU ROOF C7r2-100 w : I FWAE ARRESfOR ?•_ ? • .` 31 I . . ' 1 ' .. • ? _ - - - -?? - . . _ (2)`•7/2?NR? OR oiL, 1000 """J ? OUOEr °°"E' OUTLET ' ? P L a NI ? UBE FURPriSNED ' __. .....,...__ M UTILtTY PIPING ._ _ __ ?pSERVIGE BY?D4. 2 wC ' ?TOR ?..? REF. FIN. FLR. El. 100'-Q" w+euMunc TRANSFER PUMP MQWMQ ON W City of aau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: i 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: Site Address: Tenant: PG" cS `'-C. Property Owner Contractor Name: 5 (gS Name: g4).1_,5 _ ai a Address: c2 q `S 't Phone: Suite #: License #: OC,N1 &G► ✓).' City: �'� �'' ,d i 1'v' State:. Zip: -j' C I i 2 Phone: S C _Co 39-- S4'L Q Email: Type of Work New _ Replacement _ Repair \/' Rebuild Description of work: 2 Pi -P ''c4 l ', Modify Space _ Work in R.O.W. COMMERCIAL New Construction Modify Space Irrigation System ( yes / _ no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems Permit Type • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers _Yes _No COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) OR Required on ALL new buildings and boulevard irrigation systems - *If the project valuation is over $1 million, please call for Surcharge Contract Value $ x 1% = $ Permit Fee $ Radio Meter Read $ Meter(s) $ State Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a p ; that the work will be in accordance with the approved plan in t - .e of work which requires a review and approval of plans. x Applicant's Printed Name x Applicant's Signature FOR OFFICE USE Approved By: Required Inspections: _Under Ground Rough-InAir Test Gas Test Final PRV Required: Yes Page 1 of 3 i'64 Use BLUE or BLACK(lit )C For Office Use �� Permit#: /L / fqL/ City of I:atiaii Permit Fee: /3 Dhl. / 3830 Pilot Knob Road Eagan MN 55122 Date Received: /�!t Phone: (651)675-5675 buildinginspectionscitvofeaaan.corn Staff: {c� 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 11/20/2017 Site Address: 965 Aldrin Dr Tenant Name: Penske Truck Leasing (Tenant is: New/ 1 Existing) Suite#: Former Tenant: = Penske Truck Leasing Name: Phone: 847 447-1240 Address/city/zip: 3850 Mannheim Rd .' Applicant is: Owner X Contract. i Type of Work Description of work: Interior remodel, decor, room modification, add RR Construction Cost: - 5,6 C' Name: ( L7 I License#: Contractor Address: /038 cwt L1y �,.cd City: 6".// State: -�- Zip: ''°126 Phone: 1-647 . 289-9766 Contact: tva I-I' 1?e,\e,/40,n Email: k,a 14- , �lV c o rp, Name: Camburas & Theodore Registration#: 47911 Architect/Engineer` Address: 2454 E. Dempster St. Des Plaines City: State: Il Zip: 60016 Phone: 847-298-1525 Contact Person: Eric Pangle Email: EricP@ctarch.com Licensed plumber installing new sewer/water service: Phone#: NOTE Plans and supporting documents that you submitare.a considered to be public information Portions of the information may be classified as;non public if you provide specific reasons that would permit the City to conclude that They r are trade secrets You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ktv �1U �t�9 ev Applicant's Pri d Name r.._:..., ,..,,.. Page 1 of 3 DO NOT WRITE BELOW THIS LINE iq 7 V c SUB TYPES 9 b5 T i t ei2 $ i/1 A2... _ Foundation _ Public Facility _ Exterior Alteration-Apartments 2 Commercial/Industrial Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent — Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New '% Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation — Replace _ Water Damage Fire Repair _ Retaining Wall — Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION n Valuation * c17iiS Occupancy '3/S-1 MCES System yes. Plan Review j I Code Edition 2415 /r1 k SAC Units 2-pbr k (25%_100% v) Zoning ( City Water ✓ Census Code Stories Booster Pump -- #of Units Square Feet 1/ ' )0 PRV — #of Buildings Length Fire Sprinklers Type of Construction Ile Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control X Framing 30 MinutesX 1 Hour Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock Other: Roof: Decking _Insulation _Ice&Water _Final Meter Size: Siding: Stucco Lath Stone Lath _Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test _Final Final/C.O.Required Pool:_Footings _Air/Gas Tests _Final Final I No C.O.Required Final CIO Inspection: Sched, <.--; - Marshal to be present: x Yes No Reviewed By: a , , Planning New Business to Eagan: Reviewed By: , Building Inspector FEES -)s Water Quality — Base Fee 3791,— Storm Sewer Trunk Surcharge 1ZS>, .4.- Sewer Trunk Plan Review IP 22 6 1. Water Trunk MCES SAC $ L/9 7 0 Street Lateral City SAC 2'28 Street S&W Permit&Surcharge Water Lateral , Treatment Plant , j6`/9 Stormwater Performance Security ,... Treatment Plant(Irrigation) Landscape Security Park Dedication _......- Other: 9 Trail Dedication TOTAL:it �3, 06/J Page 2 of 3 MCES USE:Letter Reference: 171222A9 Address ID:4822 Payment ID:407704 /(-/7 Date of Determination: 12/22/17 Determination Expiration: 12/22/19 Greetings! Please see the determination below. Project Name: Penske Truck Leasing Project Address: 965 Aldrin Drive Suite It/Campus: N/A City Name: Eagan Applicant: Eric Pangle, Camburas&Theodore Architects Special Notes: None Charge Calculation: Office: 2323 sq.ft. @ 2400 sq.ft./SAC=0.97 Meeting: 367 sq.ft. @ 1650 sq.ft./SAC=0.22 Car Wash Bay: 1 bays @ 3 SAC/bay=3.00 Service Bay: 6 bays @ 14 bays/SAC=0.43 Drivers: 55 drivers @ 28 drivers/SAC= 1.96 Total Charge: 6.58 Credit Calculation: Penske Truck Leasing(SAC 08/97) =4.20 Total Credit: 4.20 Net SAC: 2.38 —or— 2 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: toni.janzig@metc.state.mn.us. Thank you, Toni Janzig SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North I St. Paul,MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I metrocouncil.org METROPOLITAN An Equal Opportunity Employer COUNCIL i_ € ® 121.99 NW'N OV3 o z 4 �' '/Pg' 'ffiam£ �W: wore�opoaippuese�ngweo�wdn 3/�Ibd NRi4lb 596 0 8 N F a 93 gi g6! 0£18-06£-148 6uissa7-rad1 `Y N 0_ `� " / a SZSI-B6Z-L48 4 rn _ OO t `&S4gg�6ZSw=g E I \ lII sauiey sa0 g Q gZ=. `ill ZOZa1S.sdwa0'34S4Z ffJllSNffd � u' c Piw i�iw�e�e SSS © 3N0003H1 it evaneWtl0 e h .»6pgs38da&ao „0“,,,,,,,„, 3du 3.w 5 a p i' 3 9 a € j i k4 5 i �� ` gypp'1 a € SS# i i @: € 0 yx t_ g gE SS C E cog w ; .qE „ F1®g 1 <0t 6•At e tr a =2o C5 H 1 w € 6 1E7ig 3 8 /': e 0Z €2 • •,%m 2a. 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W Q yy� a 5 as �aa� �a e�;€g zF �� m G IP, a �� =a eF a =ci) 4 ° S_ g[ gsmib ii iGca "� dip i �Sm° � 3^ " � Q. y .q � � � ja cc 1 m I6 iE 5 i a s 3 Lia €T q 0 5"qVp 6 16 g1"E° a _ ; a V€ E 541 !I i W - - -.""---------- -- ra .I�i r[a8 4 Fd? goa 4 �i'i � m Es k a; -."t ; c.V i‘ L For Office Use / / 4!Y s ELr .i) -.•, EAGAN Permit Fee: � b Staff NMI 1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810s ; , Payment Recvd: Yes No (651)675-5675 I TDD:(651)454-8535 FAX:(651)675-5694 R E C t r:_'' — Email:buildinginspections(a)cityofeaoan.com Plan Submittal:eplans(a�citvofeagan.com ,1LIN 2 Plans: /c ElectronicPaper 2018 L ` 2018 COMMERCIAL MECHANICAL PERMIT APPLICATION �4 Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal,submitted via email,CD or flash drive Date: b --Zi - /8 Site Address: I fl%5 A LOR I IV) OR I VE Tenant: PENY S. 'TI.&J Cif__ LEAw i A/& Suite#: owner Name: �ia.i.JS ie.E Phone: 8'17- 41'717•- /.2 4d Address/City/Zip: 3850 MikNNFi i ivl i t)i FRAN'kkLIN PARK4 I L fora/3 I Name: KIZA FY MEL 4 P i t,CAC._ License#: NA600 6 ? .c Contractor Address:- f 4// if EN FLY e-A bt2)1/E City: 14J c O 13 t)rZ)/ State: MA...) Zip: 6 6,2,j Phone: (051- 3 7 3 - 9®c)o Contact: tJt M C Lf-\t N)DA Email: C-fi5 c=am i-EN`DA P_I<r?AF7" t. Co fv, a New Replacement Additional I Alteration Demolition Type of Work Description of work: 41V AC. l•o,2 T" niAt.1T (2, nno OE 1_ NOTE:Roof mounted and ground mounted metituticai , Is requiredto b*i�� : 4,6072— / C A 6ci c (14.s For Office Use ci R6Cld. LO !( ei4/ Permit#: /7 (J (' 1 %.:‘,.' � "� °,„,e.'„,, EAGAN p��) Permit Fee:,�/�- 0 .r--� Staff: L_ J 1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 RECIEVED Payment Recvd: Yes _No (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 l Email:buildinoinspections(c citvofeagan.com JUN , 5 Plans:_Electronic Paper Plan Submittal:eplans(a citvofeaoan.com Z U I U L J 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive t� Date: �/.e$1/8 Site Address: 9'(Q$- 4�br-iAt j ri 0-6- Tenant: /CA✓SKC.,- Suite#: Property ,/ W7----/4--!7 Owner Name: - fie,..` , L u Phone: ie t 7 W '.1/4-VID r Name: I< 4-P4- 1(Y�et,�pwi E,Mr ` License#: j9G OO 4$18L8 �rContractor / Address: r ifIre., City: Uvt'ODc//j State:nl1 Zip: 5-57r 6- Phone: Gi 5/7 73-icoo Email: /I)0412,,(if fcr G/n. CO M. New _Replacement _Repair _Rebuild Modify Space _Work in R.O.W. ' Y' of Work .i I�^► Description of work: "a cue / CX<'S/l9 r'eNSk - X'7•4 L., COMMERCIAL New Construction Modify Space ` Irrigation System L—yes i_no)(_RPZ/_PVB) • Rain •sensors required •on irrigation systems Permit Tye: • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5545 to verity that tests passed prior to picking up meter. '° Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES '" Contract Value$ ZDV, o x.01 $60.00 Permit Fee Minimum =$ ZObAro Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge) oo Surcharge=Contract Value x$0.0005 =$ ✓ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 10C)0 TOTAL FEE Following fees apply whe, '• - •Ili < • new lawn irrigation system $ Water Permit Contact the City's Engineering Dep.• e', 651)675-5646,for required fee amounts. $ •, Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at .citvofeanan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)4544002 for protection against underground utility damage. 1 hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and code City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the app. :. . n in the case of work which requires a review and approval of plans. // / x / Lt r (..ary ,/4)1,3 xId Applicant's Printed Name Applicant's Si.,-ature FOR OF ICE USIA c , Approved By:' }k ' s ' ,. w RequiredfM �lradt r4GrOtmd � 4n, t H f ,440140040,110t110-4-',- ,,, ,.« „ ', Meter Related Items: Meter Size Radio,Read: Manometer off,. Page 1 of 3 Aug. 10. 2018 3:59PM No. 7233 P. 1 i For Office Use /. z-7 �V , , , , ,20 ►►` 1 ; f E AGA N ::eYZ 3830 PT KNOB ROAD EAGAN,MN 55122-1810 t w + l�A Date Received:.8'10' ie (651)675-5675 I TDD:(651)454.8535 I FAX:(651)675-5694 ,4 at(,Et` staff: bulldInginspections@cltyofeagan.com L 2018 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 08/09/18Slte Address: 965 Aldrin Drive Tenant: Penske Suite#: }�' 0 Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components l^ S � -- Name: Phone: _ �,.-5. -„---:=s---_-:„.::___2-7:-..; Address I City I Zip: A A.•licant is: Owner Contractor ' . ,. Relocate 10 sprinkler heads : - iL t , „l Description of work: : 1 , 1 500.00 08/20/18 727 -1.,,,,L_,--,171,:''._.: _ .,.',.,.,..,. ,. ,. ; Construction Cost: ' Estimated Com'lotion Date: - Name:Vikin Sprinkler License#: C0005 r =,� Address: 301 York Ave City: St. Paul s :L T F MN 55130 651-558-3237 - State: Zip: Phone: Ff."-:, ,.4._.„3-4,-,,_,2k:,, ,,,,] Dave Schlundt dave.schlundt@vikingsprinkler.us rr Contact: Ercall: _ FIRE PERMIT TYPE WORK TYPE 10 V Sprinkler System(#of heads —New —Addition _Fire Pump Standpipe Alterations ✓ Remodel — Other: Other: DESCRIPTION OF WORK: _Commercial _Residential _Educational FEES 1500 Contract Value$ x.01 $60.00 Permit Fee Minimum _ 60.00 Surcharge=Contract Value x$0.0005 "$ Permit Fee If the project valuation is over$1 million,please call for Surcharge =$ .75 Surcharge • $100.00 Residential New(includes State Surcharge) _$60.75 TOTAL FEE 3/4"Fire Meter.$290.00 =$ Fire Meter Radio Read(required with Flre Meters)-$190 $ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email Update on the City's website at wWw.citvofeaean,comisubscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the Information Is complete end accurate;that the work MI be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan In the case of work which requires a review and approval of plans. XDave Schlundt x Applicant's Printed Name Applicant's Signature /`— ..;/. 66-7 FOR OFFICE USE rA REQUIRED INSPECTIONS Flydrostatic Flow Alarm drain Test Rough In Trip Pump Test,,. Central Station Final Conditions of Issuance: Permit Reviewed by: c Tate: % J